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835 ATLANTIC BLVD COMM18-0023 DWGSMAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF ROYAL PALMS DRIVE, AS NOW ESTABLISHED AS A 60 FOOT RIGHT OF WAY, WITH THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY; THENCE S8918'38"W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'18'38W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE N00'41'22W A DISTANCE OF 160.00 FEET; THENCE N89'18'38"E, PARALLEL TO SAID ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE S00'41'22"E, A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING. REAL ESTATE #: 177602 0040 Q 10 2.0 40 OWNER: EQUITY ONE ATLANTIC VILLAGE INC SCALE: 1" = 20' N N89'28'45"E 174.82(FIELD) X8.5 X9.0 44X9.2 " ' 8'38"E 175.00 9.87 9.95 FOUND' REBAR, FOUND Xz' IRON 0 4'NO CAP PIPE, NO CAP X10.0 0 10 X10.6 ° 10.44 10.25 °GUARD POST 10.52 10.72 10.40 10.40 10.57 X 10.76 ,0;56 10.62 10.84 " BACKFLOW 6' WOOD 10.5Ei 8' REVENTER FENCE 10.72 p 0 CONCRETE WOOD 2' MANHOLES 70.96 O o O CONCRETE 10.75 GUARD POSTS 80.1 � � 10.4 10.8x34.3' Q X10.95 X11.03 °> ASPHALT 8.9 >< 10.92 0 X10.64 1.8 -------------------------- BENCHMARK: SET Oo CA MAGNAIL AND DISK, m LB3672 ELEVA =1 TION 1.03 CONCRETE N CARWASH TUNNEL X10.71 GUARD POSTS I 10.97 10.87 j 10.95 10.95 - - - ----------------- - ----- 10.82 X10.96 10.95 TRENCH DRAIN` 10.76 11.14 18.0' v X10.93 PAVERS >aE3� 11.09 X / 11.06 X 4.. CLEANN � VACUUM MOTOR 11.29 \ / 9.6 x 10.88 10.6 \ / 1 -STORY CONCRETE OUTS 0" VACUUM TANK 1. 11.03 10.9 i� BLOCK BUILDING v.17 '` p 11.25�{ NUMBER 835 A/c PAD o 10-31)< 70.20 / \ 11.21 1, 2 p D GAZEBO Z 10.29X 10.30 cD 0 10.0 10.57 10.9 0.96 0.91 77.3E r 10.87 X10.63 11.07 411. N i 07 X p O X10.47 10.92 62.1' Xt .� 4 _ _ _ _ - - - - �fI X11.0 r X7 .78 10.63 1 .52 X10.6 1 .08 10.87 1 t 0 81 10.5 10. ` \COVERED CONCRETE r m I rn -� 10.65 10.58 0.691.4'x1.4' ( O m N 10.52 10.74 I CONCRETE 1 Ln m - - - -- NS ;rl - - 9.8X -0 r 10.27 --- - - - -- -- \� I z O Z -- -- s m j D X10.30 X10.31 , 0.20 Q ,�� I D Z CY) CA-ptX I . X \ / 11.0 1 X10.22 10.87 ® 0 \ / CONCRETE - I 0 O Fn 0)\ / 1 cD co oOto ba , 0.02 F (`t)VERED CONCRETE 9.6 k 9.74 \X/ S 1 9:97 9.97 10.01 �C9.96\ / 1 10.03 9.93 o / \ -2 1 9.9 I \ / I 9.87 10.83* -11.15 C 9.75 X 9.84 9.94 \ / 19.96 0X9.9 CONCRETE = I / X9 60 I X10.1 WOOD OST / / 'iY OD POST / X10. 9.76 10.88 I m Q t 10.79 m / 1 CONCRETE 9.9 86 949.86ELECTRIIC OUT ELECTRIC (9UTLE 9.95 9.93 k10.a D mI // \\ i .91 iL / - - - - \ al 9.99 0� / \ X9.93 A Z METAL POSTS X9.77 m 10/1017 67 2.4' 9.3k 9.57 X9.881 1.71 9.56 X9.33 X9.38 X10.9 9.81 9.74 9.5 X9.1 9.44 9.84 ETAL� 9767 X9.66 BENCHMARK: FOUND" SIGN LI IRON PIPE ELEVATION=9.85 9.37 X9.2 X 9.99 06 9.21 9.19 9.80 9.5 9.69 9.67 9.79 9.95 S89«f8�38�W 265.00' CABLE RISER I 8.93 9• X9.2 x9.5 9.55 9.67 CABLo RISERS 9.85 FOUND 7¢" IRON 8.87 9.34 VK V.4 3' TELEPHONE 9.61 - - PIPE, DURDEN CONCRETE 9.79 OUND Xt IRON 8.8 8:74 8.89 9.21 O MANHOLE 9.37 9.55 PTI? �AP ILLEGIBLE X8.6 8.7k6Z 8.51 X 9.3 8.92 9.74 X9.4 X g 9.64 8.4 7 8.64 9.31 9.49 9.18 8.57 8.76 8.84 9.02 S8918'38"W 175.00' N8918'38"E 175.03' (FIELD) ATLANTIC BOULEVARD (STATE ROAD A -1-A AND STATE ROAD 10) 100' RIGHT-OF-WAY NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON THE SOUTHERLY LINE OF THE LANDS DESCRIBED AS BEING SOUTH 89.18'38" WEST, AS PER DEEDS OF RECORD. 3. BENCHMARK USED IS A NAIL AND DISK IN THE NORTH SIDE OF A PALM TREE AT THE NORTHEAST CORNER OF THE NAVY FEDERAL BUILDING LOCATED IN THE NORTHWEST INTERSECTION OF ATLANTIC BOULEVARD AND ROYAL PALMS DRIVE. ELEVATION = 12.96' NGVD 1929 DATUM 4. UTILITIES LOCATED BY ABOVE GROUND INDICATORS ONLY. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED BY THE FLOOD INSURANCE RATE MAP NUMBER 12031 CO408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF DOHERTY SOMMERS ARCH ENGINEERING INC. "NOT VALID WITHOUT THE SIGNATURE AND THE BOAT_ WRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DONN W. FLORIDA `�C. SURVEYOR AND MAPPER." SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE; 2018-280 DRAWN BY: ADB ILBOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: FEBRUARY 20 2 018SHEET 1 OF 1 MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF ROYAL PALMS DRIVE, AS NOW ESTABLISHED AS A 60 FOOT RIGHT OF WAY, WITH THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY, THENCE S89 -18'38W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'18'38W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD; A DISTANCE OF 175.00 FEET; THENCE N00'41'22''W A DISTANCE OF 160.00 FEET, THENCE N89'18'38E, PARALLEL T.0 SAID ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE S00'41'221E, A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING. REAL ESTATE #: 177602 0040 Q 10 2,0 40 OWNER: EQUITY ONE ATLANTIC VILLAGE INC SCALE: 1" 20' N89'28'45"E 174.82' (FIELD) X8.5 X9.0 X9.2 N891838"E 175.00 9.879.95 FOUND 36" REBAR, 0 4'NO CAP FOUND Xi IRON X10.0 X10_ 10 XT0:6 ° 10:44 10.25 ° GUARD POST 10.52 10.72 PIPE, NO CAP F 0 X- "BACKFLOW 10.40 - 0 10.40 10:57 X 10.76 10.56 10.62 10.84 RE BACKFLOW 6' WOOD 10.56 FENCE 10.72 O WOOD CONCRETE 2' MANHOLES 10.96 10.75 GUARD POSTS 80.1 Q Q O CONCRETE. 10.434.3'` O X10.95 X11.03 ASPHALT 8.9X 10.86 10.92 o X10.64 1.8 - BENCHMARK: SET MAGNAIL AND DISK, N LB3672 ELEVATION=11.03' CONCRETE �CARWASH TUNNEL rn � k,o:71 GUARD POSTS I 10.97� 10.81 10.95 X10.96 10.950 10.95 TRENCH DRAIN 10.76 10.82 - - - - - - - - - - - - - - - - - - - - - - - - - X419 11.141,18.0 U X10.93 PAVERS 3X1Gs7 11.0gk .7 11 / 17.29 F= VACUUM MOTOR 11.06 X \ / 4" CLEAN 9.6 X ( 10.88 1 0.8 \ / 1. 1 -STORY CONCRETE ours vacuuM TANK 11.17 X 11.03 10.9 i� ba � BLOCK BUILDING 11.25 ® o / \ o NUMBER 835 11.21 A/C PAD • 0 10.31 X 10.20 / GAZEBO \ 11.2 � .p Z 10.29)C 10.30 11.3 Q 10.0 10.57 10.9 0.91 1096 10.87 X10.63 417• N a X10.47 62.1' 4 - - - - Z 0 1G.92 X1----11.07 X11.0 m p kt .78 10.63 X10.6 10.87 X10.5 1.08 11.07\ ®---- �-1 rn COVERED CONCRETE 4A 10.65' 10.58 0.69 0 81 10.61.4'x1.4' __� {w- 10.52 10.74 CONCRETE I Ln - - 9.8X 10.27 L� /'-- - - - - -- `-- _ rn � O - - - X10.30 X10.31 Q) RI r X10.20 11.0 Q CONCRETE X10.22 10.87 O Fn �QOVERED CONCR Cz \ / 1 9.97 10.02 1 \ I 10.03 9.93 9.6 X 9.74 X 81 9.97 10.01 �C9.96\ \ / / I 11.15 o / \ - 1 9.75 k 9•9X 9.94 I \ / 9.96 0, 9.87 10.83 Al / \ 2 9.84 X10.1 WOOD IlOST / /'WQQOD POStTt X9.9 X10..9.76 CONCRETE 10.88 D/ X9\60 i - CONCRETE 9.85 949.86ELECTRf� OU ELECTRIC OUTLE 9.95 9.93 10.79 X10.$ o / \ 9.86 I / \ �I / \ ( 91------� 9.99 / \ I o ° X9.93 - X9.77 METAL POSTS 10.67 2.4' X 9.88 0.61 9.3X 9.57 X10.9 10.54 9.56 X9.38 1, X9.33 9.81 9.74 9 5 9.44 9 84 9.70 X9 66 70.30 BENCHMARK FOUND 1¢" • X9.1 ETAIn O D r O m �X a m o D D z M > O D o v m L9.67SIGN LlIRON PIPE ELEVATION=9.85' 9.37 X9.2 X 0.249.06 9.19. 9.80 9.5 9.67 9.79 9.95 9.99 9.21 10.17 589"18'38"W 265.00 CABLE RISER 8.93 X9.5 9' 9.55 9.67 CABLE RISERS 9.85 _ _ k - - - - _ FOUND X* IRON 9k8.88 &87 9:34 3' TELEPHONE - 9:61 9.79 FUND Xt IRON PIPE, DURDEN 8.89 CONCRETE 9.21 0 MANHOLE 9.37 9.55 PF�,.7CAP ILLEGIBLE 8.74 ")<&-90 912 9:3X .;8.92 9.14 X9.4 Xg.g X8.6 8.7k 8. 8.51 ,9.64 ° 9.18 g 47- 8.64 9.31 9.49 8.57 8.76 8.84 9.02 S89'1838"W 175.00' N8918'38"E 175.03' (FIELD) A T L A N T I C B 0 U L E V A R D (STATE ROAD A -1-A AND STATE ROAD 10) 100' RIGHT-OF-WAY NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON THE SOUTHERLY LINE OF 'THE LANDS DESCRIBED AS BEING SOUTH 89'18'38" WEST, AS PER DEEDS OF RECORD. 3. BENCHMARK USED IS A NAIL AND DISK IN THE NORTH SIDE OF A PALM TREE AT THE NORTHEAST CORNER OF THE NAVY FEDERAL BUILDING LOCATED IN THE NORTHWEST INTERSECTION OF ATLANTIC BOULEVARD AND ROYAL PALMS DRIVE. ELEVATION = 12:96' NGVD 1929 DATUM 4. UTILITIES LOCATED BY ABOVE GROUND INDICATORS ONLY. THIS SURVEY WAS MADE FOR THE BENEFIT OF DOHERTY SOMMERS ARCH ENGINEERING INC. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED BY THE FLOOD INSURANCE RATE MAP NUMBER 12031CO408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. - "NOT VALID WITHOUT THE SIGNATURE AND THE DONN _W. _BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE- 2018-28o DRAWN BY: ADB BOATINRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA 241-8550 DATE: _- FEBRUARY 20,20 18 SHEET 1 OF 1 Job Info: Job: J180665 -R File # 3-06-00 Sales: Jason Brackin Design: James Bratcher Page: 1 of 5 4/12 Job: I Report & Del. Date: Scrubbles Car wash Manning Building Supplies Rep. Date: 11/14/2018 835 Atlantic Blvd Jacksonville, FL 32256 Atlantic Beach FL 32233 Phone: (904) 268-8225 Fax: (904) 260-2981 Cover Sheet Roof Trusses CITY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 2 x 4 2 4/12 A01 2-10-00 10-11-00 2 x 6 2-00-00 2 4/12 A02 3-06-00 10-11-00 2 x 4 2-00-00 32 4/12 A03 4-01-11 10-11-00 2 x 4 5-00-10 2-00-00 - 1 4/12 B01 4-09-00 27-04-00 2 x 4 1 2-00-00 25-04-00 1 4/12 B02 5-00-11 27-04-00 2 x 4 2-00-00 2-00-00 7 4/12 B03 5-00-11 25-04-00 2 x 4 - 2-00-00 1 4/12 B04 5-02-00 25-04-00 2 x 4 5-00-10 23-04-00 2-00-00 1 4/12 B05 5-06-00 25-04-00 2 x 4 2-00-00 8 4/12 B06 5-06-00 23-04-00 2 x 4 - 1 1 4/12 4/12 B07 B08 5-10-00 6-06-00 23-04-00 23-04-00 2 x 4 2 x 4 �rr 9 4/12 B09 6-08-11 23-04-00 2 x 4 1 4/12 B10 6-04-00 23-04-00 2 x 4 1 4/12 B11 5-08-00 23-04-00 2 x 4 1 4/12 B12 5-00-00 23-04-00 2 x 4 1 4/12 B13 5-00-10 23-04-00 2 x 4 1 4/12 B14 5-00-10 23-04-00 2 x 4 1 4/12 B15 5-00-10 23-04-00 2 x 4 1 4/12 B16 5-00-10 23-04-00 2 x 4 1 4/12 B17 5-00-10 23-04-00 2 x 4 11/14/2018 1:47:00 PM James Bratcher - J67262 1 of 5 Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 2 4/12 B18 5-00-10 23-04-00 2 x 4 1 4/12 B19 5-00-10 27-03-15 2 x 4 1-11-15 2-00-00 2 2 -ply 4/12 C06 5-03-08 13-04-00 2 x 4 2 x 8 6 4/12 B20 5-00-10 27-03-11 2 x 4 3-04-14 3-04-14 2 x 4 4 4/12 1 4/12 C08 1 4/12 B21 4-08-15 27-03-12 2 x 4 3-04-14 23-10-14 3-08-00 13-04-00 2 x 4 1 4/12 C10 1 4/12 C01 2-06-00 13-04-00 2 x 4 - - 2-04-00 13-04-00 2 x 4 -I�-�-�-�-� LY.�L]IGJGJa 1 0.25/12 C12 1 4/12 CO2 3-02-00 13-04-00 2 x 4 5-01-02 36-09-00 2 x 4 4/12 CJ05 2-02-00 5-00-00 2 x 4 2-00-00 1 4/12 CO3 3-10-00 13-04-00 2 x 4 1 4/12 C04 4-06-00 13-04-00 2 x 4 1 4/12 C05 5-02-00 13-04-00 2 x 4 2 2 -ply 4/12 C06 5-03-08 13-04-00 2 x 4 2 x 8 1 4/12 C07 5-00-00 13-04-00 2 x 4 4 4/12 1 4/12 C08 4-04-00 13-04-00 2 x 4 1 4/12 C09 3-08-00 13-04-00 2 x 4 1 4/12 C10 3-00-00 13-04-00 2 x 4 1 4/12 C11 2-04-00 13-04-00 2 x 4 -I�-�-�-�-� LY.�L]IGJGJa 1 0.25/12 C12 5-01-02 36-09-00 2 x 4 5 0.25/12 C13 5-01-02 36-09-00 2 x 4 1 0/12 C14 5-03-00 36-09-00 2 x 4 - 8 4/12 CJ01 10-00 1-00-00 2 x 4 1-00-00 8 4/12 CJ01A 10-00 8-08 2 x 4 2 x 6 - 4 4/12 CJ01 B 10-00 8-08 2x4 2 x 6 4 4/12 CJ01 C 10-00 8-08 2 x 4 2 x 6 - 8 4/12 CJ03 1-06-00 3-00-00 2 x 4 2-00-00 8 4/12 CJ03A 1-06-00 2-08-08 2 x 4 - 4 4/12 CJ03B 1-06-00 2-06-08 2 x 4 4 4/12 CJ03C 1-06-00 2-08-08 2 x 4 - 6 4/12 CJ05 2-02-00 5-00-00 2 x 4 2-00-00 2 4/12 CJ05A 2-02-00 3-00-00 2 x 4 - 11/14/2018 1:47:00 PM James Bratcher - JB7262 2 of 5 Hoof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 4 4/12 CJ05C 2-02-00 4-08-08 2 x 4 4 4/12 CJ05D 2-02-00 4-06-08 2 x 4 8 4/12 CJ07 2-10-00 6-08-08 2 x 4 4 4/12 CJ07A 2-10-00 6-08-08 2 x 4 3-05-11 4 4/12 CJ07B 2-10-00 6-06-08 2 x 4 4 8 4/12 CJ09 3-06-00 8-08-08 2 x 4 a 4 4/12 CJ09A 3-06-00 8-08-08 2 x 4 4 4/12 CJ09B 3-06-00 8-06-08 2 x 4 �md 1 4/12 D01 5-01-02 38-03-04 2 x 4 �® 10 4/12 D02 5-01-02 40-01-12 2 x 4 1-10-08 C� 1 4/12 D03 4-10-13 19-03-04 2 x 4 - .9111.� 10 4/12 D04 4-10-13 21-09-12 2 x 4 2-06-08 - - - 1 1 0/12 E01 1-02-00 6-08-12 2 x 4 1 0 /12 E02 1-10-00 4-07-02 2 x 4 ® 1 0/12 E03 2-06-00 2-07-02 2 x 4 1 2 0/12 E04 1-02-002 x 4 14-08-06 2 0/12 E05 1-10-002 12-08-06 x 4 �j {� 2 0/12 E06 2-06-00 10-08-06 2 x 4 2 0/12 E07 3-02-00 8-08-06 2 x 4 - 1 i 4/12 E08 3-05-11 8-11-00 2 x 4 2 x 6 2-07-04 1 4/12 E09 4-01-10 10-10-15 2 x 4 2-07-04 1 s 4/12 E10 4-08-09 12-10-15 2 x 4 2-07-04 1 4/12 E11 4-09-01 14-10-03 2 x 4 2-07-04 1 2 -ply 4/12 E12 4-09-10 17-00-00 2 x 4 2-07-04 i 5 4/12 E13 4-09-10 17-00-00 2 x 4 2-07-04 11/14/2018 1:47:00 PM 2 4/12 E15 4-08-10 4-05-11 2 x 4 James Bratcher - JB7262 3of5 Roof Trusses CITY DIAGRAM PLY PITCH LABEL (Shipping) HEIGHT Base Span SPAN OVERHANG LUMBER LEFT RIGHT CANTILEVER STUB LEFT RIGHT LEFT RIGHT 2 4/12 E16 4-09-02 6-05-11 2 x 4 - 1 2-ply 2.83 /12 E17 4-09-09 23-11-00 2 x 6 11-09-11 1 V 2-ply 4/12 E18 4-09-10 27.10-12 2 x 4 2 x 6 8-05-04 1 2-ply 4/12 E18A 4-09-10 27.10-12 2x4 2 x 6 8-05-04 2 4/12 E19 4-10-02 27_10.12 2 x 4 8-05-04 - 2 3-ply 4/12 E20 4-08-08 28-09-08 2 x 6 8-05-04 10-12 10 4/12 E21 4-08-08 28-09-08 2 x 6 8-05-04 10-12 - 1 0/12 E22 1-02-00 6-07-02 2 x 4 - - - 1 0/12 E23 1-10-00 4-07-02 2 x 4 1 0/12 E24 2-06-00 2-07-02 2 x 4 - - 1 4/12 E25 3-05-11 8-11-00 2 x 4 2 x 6 1-11-04 1 4/12 E26 4-01-10 10-10-15 2 x 4 1-11-04 1 4/12 E27 4-08-09 12-10-15 2 x 4 1-11-04 1 4/12 E28 4-09-01 14-10-03 2 x 4 1-11-04 1 2-ply 4/12 E29 4-09-10 17-00-00 2 x 4 1-11-04 5 4/12 E30 4-09-10 17-00-00 2 x 4 1-11-04 1 2-ply 2.83 /12 E31 4-09-09 23-09-08 2 x 6 11-09-11 6 4/12 EJ05 2-04-00 5-06-00 2 x 4 2-00-00 5 4/12 EJ06 2-06-00 6-00-00 2 x 4 2-00-00 4 4/12 EJ07 2-10-00 7-00-00 2 x 4 2-00-00 2 4/12 EJ11 4-02-00 11-00-00 2 x 4 2-09-04 4 4/12 EJ11A 4-02-00 11-00-00 2 x 4 3-06-00 - 2 4/12 F01 4-02-00 26-00-00 2x4 2 x 6 5-09-04 5-09-04 5 4112 F02 4-10-00 26-00-00 2 x 4 5-09-04 5-09-04 4 4/12 F03 4-02-00 11-00-00 2 x 4 2 x 6 2-09-04 - 2 4/12 G01 4-02-00 28_03-00 2x4 2 x 6 3-06-00 3-06-00 2 4/12 G02 4-10-00 28.03-00 2 x 4 3-06-00 3-06-00 4 4/12 G03 4-02-00 11-00-00 2 x 4 2 x 6 3-06-00 11/14/2018 1:47:00 PM James Bratcher - JB7262 4 of 5 Roof Trusses QTY DIAGRAM PLY PITCH (Shipping) LABEL HEIGHT Base Span SPAN . aw........ OVERHANG LUMBER LEFT RIGHT CANTILEVER STUB LEFT RIGHT LEFT RIGHT 1 2.83/12 HJ05B 2-05-13 8-05-01 2 x 4 2-08-15 1 2.83/12 HJ05C 2-03-13 7-08-09 2 x 4 2-08-15 2 2.83/12 HJ07 2-09-13 9-10-01 2 x 4 2-08-09 4 2.83/12 HJ11A 4-01-13 15-05-15 2x4 2 x 6 8-01-03 4 2.83/12 HJ11B 4-01-13 15-05-15 2 x 4 2 x 6 4-10-06 Ancillary CITY 2 351 Items TYPE Hanger 6-08-11 SIZE HGUS26-2 4758.40 LENGTH LABEL HGUS26-2 44 Hanger HTU26 HTU26 16 Hanger SUL26 SUL26 3 Hanger SUL26-2 SUL26-2 16 Hanger SUR26 SUR26 3 Hanger SUR26-2 SUR26-2 4 Hanger THJA26 THJA26 4 Hanger THJU26 THJU26 2 Special Order Special Order Hanger THJU26-W 11/14/2018 1:47:00 PM James Bratcher - JB7262 - ..._._.__..�,.,___-.,.�......_._.,�..�._.. 5 of 5 to 60 N B y 4 3/8" _ All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. 2-0" 4 0~ 72'6" 3'6'_1_2'9' 10-6" 1110.. U -)t t�M O O O U U U STRUCTURAL FACIA 3 i I DOUBLE 2X6 T T 1 BOT @ BEARING HEIGHT (BY OTHERS) 160" 2' 0" 2' 2" 14 10~ 3'0 1 /2" 21' 3~ 38 1/2" 1 STRUCTURAL FACIA 3 DOUBLE 2X6 BOT @ BEARING HEIGHT (BY OTHERS) 14 2" 2'19' 2'0" 1 MIS" 111011 -4 3/8" herwise, said claim will be denied. Hanger Schedule 3' 6" Hanger Qt HGUS26-2 6 HTU26 44 SU L 16 SUL2 2 3 SUR26 16 SUR26-2 3 THJA 6 4 HJU26-W 0 THJLJP6 631. 4 o 0 o a o LO 0 0 VWVW.MBS-CO,RP.com JAXTRUSS@MBS-CORP, COM Job# J180665 Customer: The Angelo Group CJ03A Project: Scrubbles Car Wash as ee. ► ti ' F-10*0 _ 200#0 v, :rte ► �,` s � : '• � � � � �:K��: ►'�D: Scale: 3/16" = 1' Date: .11/14/2,018 Designer: James `Br-atcher CJ07 CJ07 I �• int CJ01CJ01 ►�GOI— /Q ► ! w i !• CJ03 !• CJ03 <N M M 0 tQ �a fa f�3 M M M 0 M 0 M M 0 0 $� M o Cl) co M co 0 0 `� g o o f� 0 O O O O O CJOSzo 06 CJOS Q Q Q 4 d Q Q 4 Q d Q Q Q Q Q 4 <K <C d ¢ +nC Q Q Q Q d d Q Q Q Q • EJ07 EJ07 JOIA � ' ", t Z 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0~ 2' 0" 2 0" 2' o~ 2' 0" 2' 9- 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" z 0" z a' 2' 0" 2' 0" ' 2' 0" 2 0" z 0" 2 0~ 2 a' 2 0" 0" 0 2' ~ 2' z/. 0" 0 0 0 2' 2' " 2' " NPAM EJ07 Co 1� r ME tr7. �..OEM I'I t „ M O 0 O O t� O t0 O O O 62 O O m m M tt to m A_ OD 00 O Ca O O O N m m p m m m m O m O q m m m m m m co M m m m m m m CG M M m m m C,1 � m IM 0 in 0 N o~ zo" 2'0° '2'0° 'zo° 2'0~ z0~ z0" `z0~ z0° 2'0" 2'0~ ZT z0" '2'0~ 'r0~ za' 2ro" z0~ 2'0" za~ za' z0° zo~ za' zo~'z0~ za' ~ 2'0" 2'a' zo~ z0" zo" 2'a' zo~ za' -j-z zo^ 2'0~ za' zo" za 2cr N 9 1 1 3' 6 4' 0" 8, 7 1 L l �[yK� r TTf1T 1 ' 11 . , ., �.� ._ :�. Tr{�TiJ�� -._-- " 1111 �'I!!i � I T 'a y __ Il �I._ _ I _ �,,.. � ' .i— 1 �. ', + :i'�. TU26 :. ., HTU26 �,( E.JOS .. V8 HTU26W HTU26 t EJ06HTU26 2' 0„ 2' 0., 2' 0"/2'0--/ o Zv HTU26 ' 0" 0" 2' 0" 2 0" E505 C13 <...- EJ06 0, to HTU26 N HTU26 EJOS U U U C13 - ' EJ06 o p . VVAL HTU26 iv HTU26 N EJOS rL W U CD U U U EJ05 EJ06 o <- HTU26 N iV HTU26 CJ05 0 e U C13 0 _.. yvOs CJOS o O C12 iv s CJ03 `*-4 _ — �_ �.` CJ03 _ - ��_ =Z=Z=' CV = o D01 D03 IS CJo1CJo1 N , 0 0 U _ D02 D04 v ALL STEEL BEAM BY OTHERS REFER TO STRUCTURALS FOR <_ o 002 - - I D04 o - o iv ELEVATION <, _ Doe D04 � - NOTED OTHERWISE) o b (UNLESS N CV D02 D04 o (V N 0 0 D02 Doo b u D02 D04 o o D02 Doo b b D02 D04 0 0 N N LD D02 D04 --o b � _ - ---.._--- HTU M E30 E13 0 0 7V HTU 6 HTU26 N E30 E13 o b iN ►RU HTU26 2V E30 E13 O o �V HTU 6 HTU26 n1 E303, E1 3 b o (V HTU 6 1717- 1-2- HTU26 CV E3 7 0" zly 2-0" 2' 0~ 2' T 2' o" z a' a' z 0~ ~ 0~ E13 0 � T ►IJU26 0 00THJU26-1N 0 E29 2 -Ply E122 -Ply SUR26 SUL26 E28 E11 E27 �. E10 Q�y Egg E39 E25 v SUR26 W to W W O SUL26 E08 2 I w w aRm E07 E07 suL2s w .� w w N n o 'n a g rn ►rtu Hruzs - 2' 0~ 2' z 0" w W=� E06 SUL26 Q xN SVR26 E06 tai i X L w C14 Z w W H HTU HTU26 0 W Q F o LU O suR2s E05 E05 sut2s O00 C7 F z LU o r z UNmm N,! a }, J b ��o>M HTU26 N IL a HT U26 N =y D: �v ~ O sUR266 E04 - �- e- .- .M N O 0:1 CO E04 - SU d1 LU dui w w LU LU ivy- uJ w N LNc! w w STRUCTURAL FACIA 3 i I DOUBLE 2X6 T T 1 BOT @ BEARING HEIGHT (BY OTHERS) 160" 2' 0" 2' 2" 14 10~ 3'0 1 /2" 21' 3~ 38 1/2" 1 STRUCTURAL FACIA 3 DOUBLE 2X6 BOT @ BEARING HEIGHT (BY OTHERS) 14 2" 2'19' 2'0" 1 MIS" 111011 -4 3/8" herwise, said claim will be denied. Hanger Schedule 3' 6" Hanger Qt HGUS26-2 6 HTU26 44 SU L 16 SUL2 2 3 SUR26 16 SUR26-2 3 THJA 6 4 HJU26-W 0 THJLJP6 631. 4 1 CJOIA 7'6" 6' 3" 7' T 3-6" a _ 0 0 0 U U information not listed on this page U U 0 0 0 CJ01A M U for proper bracing of trusses during erection U co 0 0 631. `c� o 0 o a o LO 0 0 VWVW.MBS-CO,RP.com JAXTRUSS@MBS-CORP, COM Job# J180665 Customer: CJOIA rQi � o 0 -' -' Trusses have been designed based on the 0 0 00 a _ 0 0 0 U U information not listed on this page U U 0 0 0 CJ01A U V U for proper bracing of trusses during erection U U U 3' 6" 7'6" 631. 7'6" 3'6" Phone: (904)26878225 CJ03A Fax: (904}260-2981 VWVW.MBS-CO,RP.com JAXTRUSS@MBS-CORP, COM Job# J180665 Customer: The Angelo Group CJ03A Project: Scrubbles Car Wash as ee. ► ti ' F-10*0 _ 200#0 v, :rte ► �,` s � : '• � � � � �:K��: ►'�D: Scale: 3/16" = 1' Date: .11/14/2,018 Designer: James `Br-atcher CJ07 CJ07 I �• ►�GOI— /Q ► ! w i !• !• ►� CJ05B d CJ05B +CJ03A III • JOIA � t TOWER LAYOU M FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..,.. WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Type Roof Floor Top Chord Live Load 20 40 Top Chord Dead Load 10 10 Bottom Chord Live Load 0 0 Bottom Chord Dead Load 10 5 Total Load 40 55 Duration Factor 1.25 1.00 Building Code FBC 2017 Wind Standard ASCE 7-10 Wind Speed 130 MPH Wind Usage RES. CAT II Building Exposure C Building Type Closed Wall Height Legend 7/77AI. = 10'311 I I T 1213 11 _ 2818" N/A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 717oo.7 =N/A.. 7z = N/All Approved buss anchor by Waller. 2x4 minimum top and bottom chords Flush cut CmAllever 12 4 Fascia Height 22-1/2" 9 Cantilever enc Unless noted 12 otherwise. Typical Cantilever Ends oFF��FC Opy Engineer of Record: Christopher R. Sube - FL PE#58290 6421 Camp Bowie Blvd #307 Fort Worth, TX 76116 rQi � o 0 -' -' Trusses have been designed based on the 0 0 00 a _ 0 0 0 U U information not listed on this page U U 0 0 0 U V U for proper bracing of trusses during erection U U U 3' 6" 7'6" 631. 7'6" 3'6" TOWER LAYOU M FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..,.. WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Type Roof Floor Top Chord Live Load 20 40 Top Chord Dead Load 10 10 Bottom Chord Live Load 0 0 Bottom Chord Dead Load 10 5 Total Load 40 55 Duration Factor 1.25 1.00 Building Code FBC 2017 Wind Standard ASCE 7-10 Wind Speed 130 MPH Wind Usage RES. CAT II Building Exposure C Building Type Closed Wall Height Legend 7/77AI. = 10'311 I I T 1213 11 _ 2818" N/A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 717oo.7 =N/A.. 7z = N/All Approved buss anchor by Waller. 2x4 minimum top and bottom chords Flush cut CmAllever 12 4 Fascia Height 22-1/2" 9 Cantilever enc Unless noted 12 otherwise. Typical Cantilever Ends oFF��FC Opy Engineer of Record: Christopher R. Sube - FL PE#58290 6421 Camp Bowie Blvd #307 Fort Worth, TX 76116 1 nis is a 1 russ Placement Plan Only Trusses have been designed based on the drawings provided to MBS by the Builder. lease refer to the truss engineering for any information not listed on this page lease refer to the BCSI - Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway Dr E Jacksonville, FL 32256 Phone: (904)26878225 Fax: (904}260-2981 VWVW.MBS-CO,RP.com JAXTRUSS@MBS-CORP, COM Job# J180665 Customer: The Angelo Group Project: Scrubbles Car Wash Lot/Sub: Address 835 Atlantic Blvd City,State: Atlantic Beach,FL Scale: 3/16" = 1' Date: .11/14/2,018 Designer: James `Br-atcher a9g.pwi8 saucer :aaublsaQ 8 tOnZ/�bG/I-I:area � _ 9�/£ :aleos ..OL.z z.b� zi�8.£ ..£.Lz V1, OR 1SOd .10L.17L PAI o!lueliv 9£8 O ssaappd b.Ls : q n S/jo-1 gseM JeO sajggnjoS ,oz :108f0Jd dnoaE) 0196uy cul :jewolsno 59gon r (S83H10 A9) 1H013H JNINV39 0 109 9XZ 3196104 £ viov3 w8nionNis #qor WOO'd2JO0-seWPSSnalXvr WOO'd800'-S'BW'MMM (SN3H10 A9) 1HO13H ONINV38 0 109 9Xz 319noa t96Z=09Z(t,06) :xe:l SZZ8-8bZ(t?06) :9u0gd 99ZZE Ij `911inuosNOer 3 jQ AeMV8d sdiNd 99� G -oul `sa!iddnS 6u!pl!n8 fu!uueW uoi}oaje 6utjnp sassnaj jo 6uloe.rq aadoid col sjaagS AjewwnS - IS08 941 of jejeI aseald aaea S1gj u0 paIs11 IOU u01jewj0ju1 Aue J01 6up99u16u9 ssnaj agj of aajaj asealc 'jappI3 agj Aq S8Vy 01 pap!noid s6uiMeip agj uo paseq pau6!sep uaaq aneq sassmi Aluo ueld zuaweoew ssm i e si sm i 9 t L 9L Xi `WOM 1JO J LO£# PA18 9!Mo8 doled �Ztq 06299#3d Id - agnS '�j .Iagdojsljga :pao:)ab 10 aaau1Bu3 'yo spu3 a9A9j!tue0 leoidAi aswvay}o A PAou ssa�un :9,,m �ana�pue0 y i-cyy uuvuBWia a;4sn3VHa3A3M mm009C L ..9 .£ I ..9 .L 0 CJ C7 0 0 0 D > mP4 (00 lnokv"i a3nn01 «£ .9 T 1191 T—.9.c o o m D c- c- � D D mcn -4 m ..9 .£ 1 119 .L I ..£ .9 ..9 .L 1 ..9 .£ JNia-iin8 N3dO NV SV a3NJIS30 b3�]d SIH1 .inoAvi AdONda a3Had137a W iaiul -I=zj a--Ja"-1vMd=1A:jnn nye �C ins JUa3tf3n3 - u3sn3VHN3A3M-""'LUZ S31VId MAW :S3aoa 'I"OUddV 13na0lld vamo"i-A ..9/£ .9.0L ..0.z ..OL.z z.b� zi�8.£ ..£.Lz V1, OR 1SOd .10L.17L 30 a91N30 O ..0.9� b.Ls .zz ,oz (S83H10 A9) 1H013H JNINV39 0 109 9XZ 3196104 £ viov3 w8nionNis (SN3H10 A9) 1HO13H ONINV38 0 109 9Xz 319noa veoro - £ viov=i ivNnio is 00 O� �! z ns N .- 9ZnJ-H ;a Q ° 9Z ins N 503 Krn LH vi , ... n.. -- - sz�ns 903 0 .Z Z t� szruH m m m o� �ns L03 \ 9zniH 203 suns cn rn m N -D r m w -0 r m 12 ♦s� .z®s��: t+ ►_e : � � � y�e� ►-�� _��ez� :eze-�s'.�e�ss: o.+�: r N 1703bQ3 szan C Nm N wC W fn C 0> � A mZNr M = m D m n D x N i « OC 9 a 903 9zan C 903 szan u L03m m m szan W i b m m m szan SZ3 603 oL3 � `�' w cn Ja 9Z3 r^a,� LZ3 LL3 suns QZ3 szan AId-Z Z L3 OD X p6 c AId-Z 6Z3 m-sznrH.L £ L3 nrHi. tv Q£3 ..0 .Zizi „0 Z a .A z .10 .Z D .Z , X .Z ..0 .Z .A .Z N 9ZniH N 4 LOM £63 n? 9zn1H Loro £. 0£3 h2 o veoro / £L3 9znj.H mro � 0£3 c- c- � D D mcn -4 m ..9 .£ 1 119 .L I ..£ .9 ..9 .L 1 ..9 .£ JNia-iin8 N3dO NV SV a3NJIS30 b3�]d SIH1 .inoAvi AdONda a3Had137a W iaiul -I=zj a--Ja"-1vMd=1A:jnn nye �C ins JUa3tf3n3 - u3sn3VHN3A3M-""'LUZ S31VId MAW :S3aoa 'I"OUddV 13na0lld vamo"i-A ..9/£ 9!£ b .9.0L ..0.z ..OL.z z.b� zi�8.£ ..£.Lz V1, OR 1SOd .10L.17L 30 a91N30 O ..0.9� b.Ls .zz ,oz (S83H10 A9) 1H013H JNINV39 0 109 9XZ 3196104 £ viov3 w8nionNis (SN3H10 A9) 1HO13H ONINV38 0 109 9Xz 319noa - £ viov=i ivNnio is 00 O� 0 •.•i8} C W fA f7 m— 0 A r" O z m r MCD 0 D x n� z ns N .- 9ZnJ-H ;a Q ° 9Z ins N 503 Krn LH vi , ... n.. -- - sz�ns 903 0 .Z Z t� szruH m m m o� �ns L03 \ 9zniH 203 suns cn rn m N -D r m w -0 r m 12 m !2 m N N N' m NN r N 1703bQ3 szan C Nm N wC W fn C 0> � A mZNr M = m D m n D x N « OC 9 a 903 9zan C 903 szan u L03m m m szan W b m m m szan SZ3 603 oL3 � `�' w cn Ja 9Z3 r^a,� LZ3 LL3 suns QZ3 szan AId-Z Z L3 OD X c AId-Z 6Z3 m-sznrH.L £ L3 nrHi. tv Q£3 ..0 .Zizi „0 Z 0 .z .A z .10 .Z D .Z , X .Z ..0 .Z .A .Z N 9ZniH N 4 £63 n? 9zn1H £. 0£3 h2 o £L3 9znj.H � 0£3 Q E33 0 0£3 n? 9ZfUH n2 o w cp £L3 ca 0£3 CWO " 4 1709 " O Z0a O IV 1700 O zoo N O N POO o ZOa A2 O POO zoo POO z00 o oIP a - 1700 zoo N Q N ' boa o boa zoo zoa (3SIM213H1O 0310N SS31Nn) ,, NOIIVA313 6 t ��. �:. zoo mw sivmnlonls Ol N3d3M S113HIO As WV38 1331S 11V N O N w boa " _£oao —' - N i - 1 .... a zoo Loa _ c N Lora Lora a Coro ---- sora sOn D o ti azniH — sonL? o R o ZLa._._._ — £ L 4 no CY szniH __ D 0 90r3 SQrO £Oro 9!£ b , RevlWed - No. Exceptions Baker Design Build g ❑ Reviewed — Exceptions Noted Resubmit 200 N Newnan St Ste 200 D Revise & 0 Rejeded Jacksonville, FL 32202 ❑ Information Only 904-356-8520 Project No. -18- O 12% CAM $ Z48!1 0 �41v Rev awed only for general conformance with the project requirements indicated in the Contract Documents and for consistency with other project design concept. This review does not relieve the Contractor from the responsibility for errors or omissions in designs for which the contractor is responsible. The Contractor is responsible for compliance with all requirements of the Contract Documents and for the safe and successful construction of the work. This review does not consider the means, methods, techniques, sequences, and operations of the construction, or safety precautions on programs incidental thereto. Submittal was reviewed for design continuity and general conformance to Contract Documents. The Contractor is responsible for confirming dimensions at job site for tolerance, clearance, quantities, fabrication processes, and techniques of construction. Reviewed by. Anc1VIeA Tore PrNod Naive :. 0 w O 0 w 0- 0 U 0 W H 0 D LU Wo W U WZ W W m_ o� 0- Z W W� <D Co 0� z� o� a Q z LD U) wWW g� a� W wm �O �z (� zq �U) ogW w a. W W �W Z= y~ J � J 2 � 05 om �z �0 WW W00 C� Q. Y WQ Wm �LL 00 o i- zw aN �z =o O 'Z aW O U � W� �o �W WU) >U) W W W W �o U)_ W i- a� X a! WW Z z< v, r Wz 0 Q Proposed Building and Parking Lot Renovation Scrubbles Car Wash 835 Atlantic Blvd. Atlantic Beach, Florida 32233 Scrubbles Atlantic Express Wash, LLC PO Box 7726 Tifton, Georgia 31793 Civil Engineer Baker Design Build 219 N. Newnan Street, 2nd Floor Jacksonville, FL 32202 Ph: 904/356-8520 Fx: 904/559-2678 Surveyor Boatwright Land Surveyors, Inc. 1500 Roberts Drive Jacksonville Beach, Florida Zip Code Ph: 904/241-8550 Architect Doherty Sommers Architects Engineers, Inc. 370 15th Ave. S., Units A & B Jacksonville Beach, Florida 32250 Ph: 904/249-0698 Landscape Architect Janet O. Whitmill, RLA, Inc. PO Box 5212 Jacksonville, Florida 32247 Ph: 904/398-7688 Vicinity Map N.T.S. C-000 C-001 C-010 C-110 C-510 C-520 C-521 C-540 C-541 C-542 Sheet Index GENERAL PROJECT INFORMATION Cover Sheet General Notes Demolition and Sediment & Erosion Control Plan Site Plan Site Details JEA Std. Water Main Details JEA Std. Sanitary Sewer Details Sediment & Erosion Control Details Stormwater Pollution Prevention Plan Stormwater Pollution Prevention Forms Landscape Plan Irrigation Plan REVIEWED Jacksonville Fire Prevention Div JAN 2 5 2019 ® NO EXCEPTIONS Cl EXCEPTIONS AS NOTED SHEET # - GENERAL City Development Number Concurrency Application Number Property Appraiser Number (RE #) Zoning Designation PUD Ordinance Number FIRM - Community - Panel Flood Zones (Show in Plans) Base Flood Elev. (Show in Plans) Vertical Datum Used for Project JEA Availability Number SUBDIVISION PSD Number City or Private Inspection Public or Private Roads Subdivision ("911 ") Disk Provided? NON -SUBDIVISION North American Industry Classificatio System (NAICS) Impervious Area (Sq. Ft.) 177602 0010 ACG 12031CO408H X n CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 C* � 1T Know what's below. Call before dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. No. 1 STATE OF 401 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS No. Date Revision 01 07/05/18 COAB 1 02 10/18/18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02/19 Permit O N O ca �{ N � •� M J C WM U_ 4-1 J 00 Q N fO � N M N w N C Y O 0 J LL V C W Cm c0 00 00 Q sV-04 ONM M ct3 m 00Q LO C O Z N O N � Q o Cl)L a� U W L 4-1 0 0 C N c17 LC) C 00 �to Z M Z O 0)0) N O" No. 1 STATE OF 401 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS No. Date Revision 01 07/05/18 COAB 1 02 10/18/18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02/19 Permit O ca O C WM 4-1 J 00 Q N C N M N V 0 J LL m° LLI C W Cm ICY) J Q M ct3 m 00Q a) N O V o Cl)L Project Number 18-0127 heet Name Cover Sheet Sheet Number C-000 ❑ w 0 ❑ w a 0 0 Z 0 Z) UJ in 0 �z 0 W 0 �z w W M_ P� o� zQ w� a� Cn0 c� �r z� ❑Q ❑a ¢z 0� WUJ ❑ F_ v� m gE w❑ W m =� '- o C6z 0 J zQ �_ �U) ❑ w (n 0- ww _CO ~w Z= U J co -1 =9 05 RM �z I� wW 0 ❑ aw V wm 00 aW I OU 00 U rz aw 0i.- 0 w� �_❑ ww wU) >U) �w wCr U)0 - W X ryw U)0 U)_ w�_ w w z WZ 05 E5>- wz ❑Q 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF "CITY STANDARD SPECIFICATIONS FOR (COAB) CITY OF ATLANTIC BEACH, FLORIDA", (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. 2. SOIL BORINGS NOT PROVIDED. 3. THIS PROPERTY LIES PARTIALLY WITHIN FLOOD ZONE "X" ACCORDING TO FEMA COMMUNITY PANEL NO. 12031 CO408H. 4. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH OSHA REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUBSURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS WITHIN THE PROJECT AREA TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF-SITE BORROW THAT WILL BE REQUIRED. 7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. IF THE WORK IS IN PUBLIC RIGHT-OF-WAY OR EASEMENT, THE CONTRACTOR'S ONE YEAR WARRANTY SHALL EXTEND TO THE CITY OF ATLANTIC BEACH AND ASSOCIATED GOVERNMENT AGENCIES. 8. ELEVATIONS ARE BASED ON NGVD 1929 DATUM. 9. TOPOGRAPHIC INFORMATION PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC. 10. BOUNDARY INFORMATION PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC. 11. FOR PAVEMENT AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON THE ENGINEERING SITE PLAN AGREES WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE ARCHITECT, ENGINEER AND OWNER SHALL BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING WITH CONSTRUCTION. 12. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOILS TESTING IN ACCORDANCE WITH CITY REQUIREMENT AND THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND BUILDING PADS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK WITHIN CITY RIGHTS-OF-WAY OR EASEMENTS. 14. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION & REPAIR. 15. ALL EASEMENTS ARE TO BE CLEARED AND DRIVEABLE. 16. "AS -BUILT" DRAWINGS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE AS -BUILT DRAWINGS FOR APPROVAL BY THE COAB. 17. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 18. ALL CLEARING AND GRUBBING REQUIRED FOR ALL PAVEMENT, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHTS-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THIS PROJECT. 19. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 20. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. 21. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 22. ALL UNSUITABLE MATERIAL UNDER BUILDINGS, PAVEMENT OR UTILITIES SHALL BE REMOVED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 23. ALL UNSUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 24. EXCESS SUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 25. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 26. BURNING OF TREES, BRUSH AND OTHER MATERIAL IS PROHIBITED, 27. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN FIELD VERIFIED. THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPENCY. THIS DESCREPENCY SHOULD BE RESOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 28. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STRUCTURES TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 29. FOR ALL STANDARD DETAILS SEE CITY OF ATLANTIC BEACH OR FDOT STANDARD SPECIFICATIONS AND DETAILS, LATEST REVISION. 30. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBS, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. GENERAL SITE NOTES 31. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AS SHOWN ON THE PLANS. 32. ALL DRAINAGE STRUCTURES SHALL HAVE TRAFFIC BEARING GRATES UNLESS NOTED OTHERWISE. 33. ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS AND DRAINAGE RIGHT-OF-WAYS ARE TO BE FILTER -WRAPPED. 34. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, REDDI-MIX CONCRETE WITH #57 STONE. 35. UNSUITABLE MATERIALS UNDER WATER, SEWER, STORM PIPE AND STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. 36. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 37. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP A COPY OF HIS CURRENT LICENSE AND QUALIFIERS WITH THE DESIGN ENGINEER PRIOR TO START OF AND THROUGHOUT CONSTRUCTION. 38. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE' OF INVERT ELEVATIONS OF ALL MANHOLES PRIOR TO THE PLACEMENT OF LIMEROCK BASE COURSE. THIS SCHEDULE IS TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. 39. THESE PLANS INCLUDING THE POLLITION PREVENTION PLAN INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUATITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGES, AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 40. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE SJRWMD CRITERIA. 41. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLANDS AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE NPDES FINAL STABILIATION REQUIREMENTS. 43. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE SJRWMD. 44. PRIOR TO ANY DISCHARGE OF GROUNDWATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE BELOW SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUNDWATER EXCEEDS THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE EFFLUENT (GROUNDWATER) TO SURFACE WATERS OF THE STATE. 45. THE CONTRACTOR SHALL SUBMIT A "NOTICE OF INTENT" TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) RULES AND REGULATIONS. 46. THE CONTRACTOR SHALL ERECT ALL TREE PROTECTION FENCE -S AND LIMITS OF CONSTRUCTION FENCES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL CALL FOR INSPECTION BY THE CITY OF ATLANTIC BEACH LANDSCAPE DIVISION. 47. THE CONTRACTOR SHALL PROVIDE HANDICAP RAMPS AT ALL SIDEWALK AND CURB CONNECTIONS. HANDICAP RAMPS SHALL MEET ALL APPLICABLE ADA REQUIREMENTS. 48. ALL SEWER MAINS SHALL BE PVC (ASTM D3034) SDR -35 FOR DEPTHS TO 12 FEET, SDR -26 FOR DEPTHS GREATER THAN 12 FEET (OR FOR MAINS IN EASEMENTS) UNLESS OTHERWISE NOTED. FORCEMAINS TO BE PVC - DR18 PIPE UNLESS OTHERWISE NOTED. 49. WATER AND SEWER LINES ARE DESIGNED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL FINISHED WORK IS COMPLETE. 50. TIE RODDING OR MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH COAB STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 51. UNLESS OTHERWISE NOTED, ALL WATERMAINS 4" AND GREATER SHALL BE DR25, C-900. ALL ON-SITE WATERMAIN 3" OR SMALLER SHALL BE SCHEDULE 40 PVC AND NSFPW RATED. 52. ALL GATE VALVES SHALL BE COAB STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 53. PUBLIC FIRE HYDRANTS SHALL BE PAINTED YELLOW. PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. 54. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. ALL GRAVITY SEWER LINES SHALL BE VIDEO TAPED WITH AUDIO. ALL LINES TO BE CLEARED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINANT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO COAB UTILITIES. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 7.5% IN ACCORDANCE WITH COAB STANDARDS. 55. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. 56. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN 8% LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN 8009 LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2% LEAD. 57. ALL UTILITY STUBOUTS SHALL BE MARKED AS FOLLOWS: SANITARY SEWER 4X4 P.T. POST PAINTED RED WATER 4X4 P.T. POST PAINTED BLUE STORM 4X4 P.T. POST PAINTED GREEN ALL STUBOUTS SHALL BE MARKED ON CURB WITH "W", "SS" OR "ST". 58. CONTRACTOR SHALL FURNISH AND INSTALL LOCATE WIRING ON ALL PVC WATER MAINS, FORCE MAINS, POLYETHYLENE AND PVC WATER SERVICES. INSTALLATION SHALL BE IN ACCORDANCE WITH JEA WATER AND SEWER STANDARDS DATED APRIL, 2001 SECTION 350 PARAGRAPH 3.10 LOCATE WIRE AND SECTION 429 PARAGRAPH 3.12 LOCATE WIRE. WATER & SEWER NOTES 1. ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS AND FORCE MAINS SHALL BE TESTED AT 100 PSI FOR 2 HOURS IN ACCORDANCE WITH SECTION "A" OF AWWA STANDARD C600 WITH LEAKAGE LIMITED TO THAT DETERMINED BY THE APPROPRIATE FORMULA. 2. DISINFECTION OF THE WATER MAIN SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. 3. MECHANICAL JOINT RESTRAINTS SHALL CONFORM TO AWWA STANDARD C509. 4. WATER AND SEWER PIPES SHALL BE 30 INCHES MIN. COVER IN UNPAVED AREAS AND 36 INCHES COVER IN PAVED AREAS. 5. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH LATEST COAB UTILITY STANDARDS, DETAILS, AND SPECIFICATIONS AND/OR AS ALL APPLICABLE STATE AND LOCAL REGULATIONS. 6. WHERE WATER AND SEWER (INCLUDING STORM SEWER) LINES HAVE LESS THAN 10 FOOT HORIZONTAL SEPARATION, FULL UN -CUT LENGTHS OF WATER QUALITY PIPE (L.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FT. INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FOOT OF SEPARATION WHERE POSSIBLE. 7. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF -PW AND SHALL BE MARKED. 8. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM SEWER) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UN -CUT LENGTH OF WATER QUALITY PIPE (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL SEPARATION BETWEEN THE WATER AND SEWER (INCLUDING STORM SEWER) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AT LEAST 18 INCHES VERTICAL SEPARATION. 9. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND 'SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS. 10. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED, WITH THE APPROVAL OF COAB AND/OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 11. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY OF ATLANTIC BEACH UTILITIES. 12. A PUMP -OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND LOCATION ADJACENT TO R/W ON PRIVATE PROPERTY, PUMP -OUT MUST BE ACCESSIBLE BY COAB FORCES FROM ADJACENT STREET R/W. 13. THE WATER TAPS DEPICTED ON THESE DESIGN DRAWINGS SHALL BE CONSTRUCTED AS FOLLOWS: ALL POTABLE AND IRRIGATION WATER TAPS, FIRE LINE SERVICES AND FIRE HYDRANT INSTALLATIONS UNDER THE FOLLOWING SPECIAL CONDITIONS: UNLESS OTHERWISE DIRECTED BY COAB AT TIME OR PRE -CONSTRUCTION CONFERENCE. A. THE TAPS ARE TO BE SCHEDULED 48 HOURS IN ADVANCE BY CONTACTING COAB UTILITIES. B. TAPS REQUIRING METER INSTALLATIONS OF SIZE 2" AND BELOW MUST INCLUDE THE SERVICE PIPE, METER BOX, AND CORP. STOP SIZED READY TO ACCEPT THE METER INSTALLATION BY COAG FORCES. C. COAG FORCES WILL INSTALL METER UPON APPLICATION AND PAYMENT BY LICENSED MASTER PLUMBER OR UTILITY CONTRACTOR AT COAB CUSTOMER SERVICE, 800 SEMINOLE ROAD. D. ALL METER INSTALLATIONS OF SIZE 3" AND ABOVE SHALL BE PERFORMED BY THE CONTRACTOR. 14. MAXIMUM DISTANCE FROM THE NEAREST FIRE HYDRANT TO THE MOST REMOTE EXTERIOR POINT OF ANY BUILDING SHALL BE 500 FT. THE DISTANCE SHALL BE MEASURED ON A ROADWAY SURFACE MEETING THE FIRE DEPARTMENT ACCESS REQUIREMENTS OF 602.6. 15. THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL AIR RELEASE VALVES AT CHANGES IN ELEVATION OF 2 FT. DUE TO ACTUAL FIELD CONDITIONS OR CONFLICTS NOT IDENTIFIED ON THESE DESIGN PLANS. (FORCE MAIN ONLY) N O �_ Awk "7j N 94 M � r VM04 C N > O C e O co co U (li tj� 00 00 s t.r{41 o N N M ILL 0) O C Z N O Q a) N 4- Cf)O C N M LO C Co � cfl Z CY) Z o a) 0) Q_ N ,%% LE F. Dq CEN8F * : No. 63071 = it E OF OR ONA l� Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS No. I Date I Revision 01 07/05/18 COAB 1 02 10/18/18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02/19 Permit O > O C 0 J °) aC cis V -0 C to W J 0 C M YM.1 D U) C ♦�1 V O ^L 0- �^ V son LEGEND CITY - CITY OF ATLANTIC BEACH (COAB) FDEP - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SJRWMD - ST. JOHNS RIVER WATER MANAGEMENT DISTRICT F.A.C. - FLORIDA ADMINISTRATIVE CODE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM M N M N > co 6� O UJ m U Q U = N D M m }' U Q }, M 00 Q Project Number 18-0127 Sheet Name General Notes Sheet Number C-001 DEMOLITION NOTES OO REMOVE CONCRETE PAVEMENT/DRIVEWAY/SIDEWALK/PAD/CURB Q REMOVE BUILDING/STRUCTURE Q REMOVE UTILITY/LIGHT POLES & FIXTURES ® REMOVE FENCE Q REMOVE CONCRETE BOLLARD CONCRETE PAVEMENT TO BE REMOVED FA 0 w 0 0 w a. 0 U LU � w oU) °o 4_ U W Z 0 W w� m o� zQ wW QD W0 0�'- z� ted~ o< a 0 Q z U)Q z 0 0 U) r) o= �m �W w 0, wm _�- o Nz J Z J Q U) U) z W J U) D W w _ U) ~ W Z = J U J 0 m Z x WU) 0- 11f 00 �of o W � Y W M F -LL 00 QW �W =Z 00 2D U z LW 0~ W �0 U) W W U) >U) W W wUJ w W� C� W W W Z za (� FOUND Yz PIPE, NO SAWCUT AND REMOVE CONCRETE TO ACHIEVE 5FT LANDSCAPE BUFFER GUARD PROPOSED SILT FENCE (TYP; SOD ALL DISTURBED AREA CABLE FOUND PIPE, D SAWCt (STATE ROAD A -1-A AND STAIE ROAD 1U) 100' RIGHT-OF-WAY 5 10 20 RETE BUFFER ;:0 O �Tl D O �0 17— o) FT1 o)rn � D o m T1 z >D z O D M Date SILT FENCE 01 INLET PROTECTIONLEGEND COAB 1 CONSTRUCTION 10/18/18 ENTRANCE 03 FA 0 w 0 0 w a. 0 U LU � w oU) °o 4_ U W Z 0 W w� m o� zQ wW QD W0 0�'- z� ted~ o< a 0 Q z U)Q z 0 0 U) r) o= �m �W w 0, wm _�- o Nz J Z J Q U) U) z W J U) D W w _ U) ~ W Z = J U J 0 m Z x WU) 0- 11f 00 �of o W � Y W M F -LL 00 QW �W =Z 00 2D U z LW 0~ W �0 U) W W U) >U) W W wUJ w W� C� W W W Z za (� FOUND Yz PIPE, NO SAWCUT AND REMOVE CONCRETE TO ACHIEVE 5FT LANDSCAPE BUFFER GUARD PROPOSED SILT FENCE (TYP; SOD ALL DISTURBED AREA CABLE FOUND PIPE, D SAWCt (STATE ROAD A -1-A AND STAIE ROAD 1U) 100' RIGHT-OF-WAY 5 10 20 RETE BUFFER ;:0 O �Tl D O �0 17— o) FT1 o)rn � D o m T1 z >D z O D M `%J111111111' F D,4 No. 63071 ' Act - TE OF 'lV � FS Ft O R DP• Gti��• "lie LIt l le F. Davis, P.E. FL Reg. 63071 REVISIONS No. Date N O 01 07/05/18 COAB 1 02 10/18/18 Permit 03 M 'O Permit 04 12/10/18 J LL 05 01/02/19 Permit N > N O U (0 00 O 00 + L O(ON d. O N LL. d7 CO LO O Z C N � Q � 4- L O c N CUU-) C: 00 NO LO Z cY) Z o rn rn N Q. `%J111111111' F D,4 No. 63071 ' Act - TE OF 'lV � FS Ft O R DP• Gti��• "lie LIt l le F. Davis, P.E. FL Reg. 63071 REVISIONS No. Date Revision 01 07/05/18 COAB 1 02 10/18/18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02/19 Permit co '" N O (N > Cr) N � J O LL W U U Q C: N r-) M CO 4-J U Q +, 00 Ri 00 Q Project Number 18-0127 Sheet Name Demolition and Sediment & Erosion Control Plan Sheet Number C-01 0 LEGE GENERAL GEOMETRY NOTES: N p � 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH CITY OF N ATLANTIC BEACH REQUIREMENTS, LATEST EDITION. 04 PROPERTY LINE - - 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE M ON PLANS. r� LL J FENCE X X X CONNECT TO EXISTING SANITARY .N 3. 18" MEDIAN CURB AND GUTTER SHALL BE CONSTRUCTED ON-SITE. N STUB -OUT. CONTRACTOR TO BRL - - - - - - - - - - - - 4. THE BUILDING CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. IF DIMENSIONS DIFFER FROM THOSE VERIFY LOCATION. C EASEMENT — — — — — — SHOWN HEREIN, CONTACT THE PROJECT ENGINEER PRIOR TO CURB & GUTTER CONSTRUCTION STAKEOUT. 6 LF 4" PVC SDR -26 SANITARY CU 5. ALL PERMANENT MARKINGS SHALL MEET THE CURRENT CITY AND FDOT CU CU CENTERLINE - TWO-WAY 4" CLEAN-OUT -) Co c STANDARD SPECIFICATIONS, LATEST EDITION. LOT LINE 6. SEE SHEET C-001 FOR GENERAL NOTES. 4 LF 2" PVC SDR -26 SANITARYe , L N N POND (TOB) TOB 7. ALL BUILDING TIES AND DIMENSIONS ARE TO THE OUTSIDE FACE OF M WALL. LL p 8. PROVIDE CONTRACTION JOINTS IN NEW CONCRETE PAVEMENT, 12'X12' (1) OIL INTERCEPTOR GRIT TRAP LID 0 SPACING (MAX.). SEE DETAIL SHEET C-510. SYSTEM LO Z CONCRETE 4° a ° 9. PROPOSED COMMERCIAL DEVELOPMENT SIGN SHALL COMPLY WITH CITY " OF ATLANTIC BEACH CODE OF ORDINANCES -SIGNS AND ADVERTISING TWO-WAY 4 CLEAN-OUT 0) Q a° 10' BUILDING SETBACK (D V STRUCTURES, REQUIREMENTS, LATEST EDITION. 6 LF 4„ PVC SDR -26 SANITARY FOUND 3/�” REBAR, fv N89°28'45 8 74.82 (FIELD) — — — — — — — — �• — 0.4' NO CAP (� N J N89°18'38"E 175.00' � FOUND %" IRON ' - - --- -•- -- -- -- - ��` O GUARD P�S I li 0 5 10 20 C 00 CU LO SITE DEVELOPMENT SUMMARY: 2 T _ PIPE, NO CAP ------______________._____ ..__---____-- ____ __-____-. - -------- _ -- �I I,�,> BACKFLOW CD OVERALL SITE AREA = f 0.64 ACRES I _ __ _ I � RE#: 177602 0010 CONCRETE----"REVENTER 10' X 20' ENCLOSURE W ROp_w Z dM�- . 2 MANHOLES O O H I W/ROLLER Z ZONING = CG LANDUSE =CCG -2 I ��;OOD-- --- ON RETE TYPE DUMPSTERS p REQUIRED SETBACKS: --------- - - - �--------------� tV - BUILDING LANDSCAPE I - -- I ASPHALT FRONT = 20' 10' SIDE = 7.5' (COMBINED 15') 5' I I BUILDING BACK = 10' D' 3,408 SF PROVIDED SETBACKS: 4s.7s � � y F. D V s FRONT = 20' 10' 1.8' = �� c E'ry A SIDE = 7.5' 5 BACK 10' I % • BCHMARK: SET • = I I \, /J ' ` ' ' M; NAIL AND DISK, : *:• No. 63 1 0 BUILDING AR USE COMMERCIAL) ( I I CONCRETE � I L 672 ELEVATION=11.03 A 3,715 CAR WASH - CARWASH TUe�E - = -- REQUIRED PARKING:w I • I I! STATE F (1 SPACE PER SERVICE BAY) GUARD POSTS o I I I '`, P.• :��;; TOTAL = 8 SPACES = I '',,cis OR Gti♦.♦ PROVIDED PARKING: • I I �� , S,0 STANDARD 13 SPACES I II p BENCH DRAIN-- HANDICAP = 1 SPACE I Qy 7(3) 8 CONCRETE BOLLARDS TOTAL = 14 SPACES I Rs' I Z P A VERS Kyle F. Davis, P.E. NEW WHITE DIRECTIONAL ARROWS I I a I r> FL Reg. 63071 (TYP) 34.22' NEW 6 THICK CONCRETE ® IN AREA SHOWN REVISIONS 4" CL (SEE NOTE #8) I 6" WHITE STRIPE � I j No. Date Revision o ' 0 22 a I j 2 6 RAISED CONCRETE ISLAND 01 07/05/18 COAB 1 02 10/18/18 Permit I QrO 4]° � a 03 11/20/18 Permit - I ° ° a 12/10/18 Permit ° _s_° �_- -- I❑ a 05 01/02/19 Permit I I 5LANDSCAPE BUFFERPEDESTRIANNEW CONCRETE PAVEMENT ---------- CROSSWALK ___- CROSSWALK(SEE SHEET C-510 FOR SPECIFICATIONS) - 0'i O EXISTING CONCRETE o o I 4 a ° ZJ a ° 6" THICK CONCRETE I I N ° a = ° 4 10' 4 ® 13, 7.5' BUILDING SETBACK I i D v I I `. ° a a �� o O Z a da d ___ - I s ° ❑ I❑ o� ;;u r a� �� W 4 5' LANDSCAPE BUFFER °� fTl END GUTTER FOR -f I m cLo o -r< D o EXISTING CONCRETE —i I i-- i i- I I h -- (�-I I I 18" MEDIAN CURB �90' — -G- $ __ z r `) 7.5' BUILDING SETBACK ° _I - I m U z —I -- R2' I D z o z 12" SUBGRADE' BASE N I CONCRETE PAD N TAPER CURB END GUTTER FOR R2 I 6" TO FLUSH 18" MEDIAN CURB a ° FOR VACUUM I " O o w z 4.9 6 RAISED CONCRETE ISLAND W w 1 EQUIPMENT I D 00 CONCRETE SECTION I � �_ 0 R3' ° 1 R5 "JXR-__ PIPE BOLLARD (TYP.) < j 10-0- NEW 18" MEDIAN j I I ' Z TT O CURB & GU ER � C Q N CD a a R� I FLAG POLE 00 ° 0 M N_I CUo Q I I 5' N © I 0) > cM J z z �, a 5 cQn ¢ I cr ° ° S' I 'L 1-1 V O ILL W o O I 2 \ a �° CONCRETE PAD w a C ETE I ICo W (n < o = I -1- - a - FOR VACUUM i� I N N m I I EQUIPMENT a ° I __-- _._ c6 W C pp z - g CONCRETE ° _.I < v 4 ° w rrl I NEW 6" THICK CONCRETE ° 1 ° " ° Q '`'' V) m o= I IN AREA SHOWN ° ! ° ° NEW 18 MEDIAN R40 ?2. LO C CURB & GUTTER = M zz00 I I I (SEE NOTE #8) _ NEW 6" THICK CONCRETE a• m W Q z a m I °= CONCRETE PAD IN AREA SHOWN R50' � n I I 12x4 CONCRETE PAD FOR VACUUM (SEE NOTE #8) I BIOSWALE N n/ 0 �, �w FOR VACUUM EQUIPMENT I I O z n= I a EQUIPMENT SINGLE ARM I 0- ai a o I LIFT GATEI 0 t=- Cn w z I T R3. R6''D- BIOSWALE i i I 12.4' NJIL---- — — — — — -- — -— --- -- — ---— — — — — — — — — — — -- -- — — — — ------------ — -- 0 ? 15' �Z 1 a 0 a. w I �o ° ° BENCHMARK: FOUND %2" on UJ 1 XY oz I L_— — — — — —_ — — ° c ° — — — — — — 1— — — — — — IRON PIPE ELEv'ATION=9.85' Wg Project Number 00 18-0127 oI zz ¢ Lu) CABLE RISER 10' LANDSCAPE BUFFER ISERS S8 658 O8 W = z _ - _� — Sheet Name 0 go C, — 26.5' a ��_ _ 3' TELEPHONEY2" IRON FOUND Y2�IRON CONCR�TE PPE CAP ILLEGIBLE 20' BUILDING SETBACK- OPIPE, DURDEN -- NEW 6" THICK CONCRETE- MANHOLE Site Plan IN AREA SHOWN W U) X _ — - S89'18'38"W 175.00' W w N89'18'38"E 175.03' (FIELD) 0 24" WHITE STOP BAR X A T L A N TI C B 0 U L E V A R D W/ R1-1 STOP SIGN Sheet Number LU ,w 94 STATE ROAD A -1-A AND STATE ROAD 10) zwz < 100' RIGHT-OF-WAY _ 755>- 1 10 wz o¢ LOCATION & TYPE BUILDING SUBGRADE (5' BEYOND PERIMETER) PAVEMENT SUBGRADE TO A DEPTH OF 30" BELOW BASE (5' BEYOND PERIMETER) LIMEROCK BASE PAVEMENT SUBBASE LANDSCAPE AREAS EXISTING GROUND SURFACES TO RECEIVE FILL IN BUILDING AND PAVEMENT AREAS HEADER CURB - SIGN N0. FTP -25 A K EDGE OF PAVEMENT/FACE OF CURB EDGE OF PAVEMENT/FACE OF CURB N -0 MATERIAL DESCRIPTION LIFT THICKNESS TEST METHOD COMPACTION MOISTURE CONTENT 12:1 SLOPE (MAX.) CONCRETE SIDEW L -N - ao N � EXISTING SANDY SOILS OR MODIFIED PROCTOR 6'-�- ,_� N „ 0 >�� M COMPACTED FILL CONSISTING OF N/A 1'-0" x 1 -s x .080 ALUMINUM COMPACT ?-off J NON -PLASTIC, INORGANIC, p ° ° PARKING SIGN. SIGN TO READ "COMPACT 1 -O LL » 95� 2.09' (MAX.) tz90.00 FINE � �•, � �^ PARKING", � N � GRANULAR SOIL CONTAINING LESS 12 0� CROSS SLOPE - THAN 10% MATERIAL PASSING µ WHEEL STOP w p zo COMPACT PARKING STALLS. BOLT TO STEEL - THE No. 200 MESH SIEVE (TYP.) I- z Q TUBE WITH (2) X- CADMIUM PLATED BOLTS, COMPACT <o C N W a a NUTS, AND WASHERS PARKING 1 D y_ 1 1/2" Sb GALVANIZED in W 0 0 a EXISTING SANDY SOILS OR MODIFIED PROCTOR s STD. STEEL POST W/CAP U W Cn a- W rn V COMPACTED FILL CONSISTING OF U C N A PARKING In vj ; O WHITE 0. N U W Z COMPACT 000 CO NON -PLASTIC, INORGANIC, / GRANULAR SOIL CONTAINING LESS 12" 98% ( r 'I o kV m 3 PARKING as s~oR� Op N N THAN 10% MATERIAL PASSING WHITE D. 0 � w J THE No. 200 MESH SIEVE 0 � Ov Fn a. Y o (LEFT ARROW) In p L,) Z CL 2" F2- o °' CL a a a o "U" CHANNEL POLE O Q LIMEROCK LBR = 100 MODIFIED PROCTOR N A W� 1=80) k MIN. 3,000 P.S.I. I e,L' _I �. I- a W W I- COMPACT U FDOT 6 100% / > » m i ( 1 0 � cn .- W cn PARIQNG6 // \ CONCRETE -�!I. »! �. {i N w 0 W W t,.I -► PROPOSED GRADE `~ EXISTING SANDY SOILS OR MODIFIED PROCTOR 6 '�!'-i 6 �� _ i W UJ ~ U t ~ COMPACTED FILL CONSISTING OF 690 98% N/A - 6" m m Z_ ' (DOUBLE ARROW} o N C NON -PLASTIC, INORGANIC, ADA PARKING NOTES: 1. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. GRANULAR SOIL, LBR = 40 MIN. (o d 1'-6" DIA. z ao 2. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED PER STANDARDS ESTABLISHED BY THE AMERICANS COMPACT CONC. BASE N � EXISTING ON-SITE SOILS 12" MODIFIED PROCTOR gpq; N/A WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). PARIONG 3. PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2R� IN ALL I z M MIN. 3,000 P.S.I. �-, f. Z � DIRECTIONS. EXISTING SANDY SOILS PROOF ROLL AS (RIGHT ARROW) CONCRETE 1'-6" N o, DESCRIBED BELOW 4. ADA PARKING SPACES :MALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A SIGN I 12' MIN. 8' MIN. COMPACT SPACE N/A N/A N/A SHOWING THE ACCESSIBLE SYMBOL. -►{ (CENTERLINE TO CENTERLINE OF BLUE STRIPES) 9' MIN. STANDARD SPACEN a 5. ADA SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE AND MOUNTED, EITHER ON A POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. 6. SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH ADAAG 4.29.2. NOTE PROOF ROLLING TO BE ACCOMPLISHED UNDER THE DIRECTION OF THE ENGINEER. 7. HANDICAPPED PARKING SIGN (FTP -25) SHALL CONFORM TO F.D.O.T. DESIGN SPECIFICATIONS. REFER TO PLAN SHEET(S) FOR ACTUAL PARKING SPACE LAYOUT. �`��`y �'E F. DA 8. ALL SIGNS SHALL BE BOLTED TO POST. ; �� '�';.•� � C E N S F•.,S iii= No 1 SUBBASE AND BASE MATERIALS 1 HANDICAP PARKING SPACE 2 PARKING SPACE 3 COMPACT SIGN 4 SPECIFICATIONS FOR SUBGRADE, �k REFER TO TABLE FOR` STATE 0 PAVEMENT SECTION SHOWN IS FOR GENERAL INTERFACE SEE PLAN PAVEMENT SECTION THICKNESS .r .. F CONDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY ASPHALT (FDOT TYPE S-3) 1 /8" - 1 /4„ APPROVED SEALER APPROVED SEALER 1 8" 1 8" �'.,FS ORI „ CURB &GUTTER - 1 1 /2" / VARY. SEE PLAN FOR SPECIFIC DETAILS. ' 6 1 /$" 1 /4" lilt � /FT � � � SEE PLAN FOR SIZE D/4 � � I <+ ,,Rp1 d 0 4 - LIMEROCK BASE &TYPE �V� d e : 1 /4"R, a QL11/4 A ° Q a d d $OR 6„ NOTE: �4 ° e a4 Kyle F. Davis, P.E. SLOPE PER LAN - D - ° : 4 ® D/4T a 1. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED. MONOLITHIC CURB & SIDEWALK 2 4 FL Reg. 63071 T ALL AREAS WHERE SOD HAS BEEN REMOVED SHALL BE IS FOR EXAMPLE ONLY. SEE �- ° a PLAN FOR ACTUAL SIDEWALK & �� "D"/2 CONTRACTION JOINT EXPANSION JOINT REVISIONS RESODDED. CURB LAYOUT. 2 ° Ji DOWEL LENGTH o o a �� o 0 0 o 0 0 0" o, 4 CONTROL JOINT 2. ALL ASPHALTIC CONCRETE SHALL MEET THE " m° CONSTRUCTION JOINT No Date Revision REQUIREMENTS OF SECTION 331 AND/OR SECTION 333, 6" �`1 RD SPECIFICATIONS. LATEST EDITION. JOINT SEALER 01 07/05/18 COAB FDOT STANDARD " APPROVED SEALER BACKER ROD z 1. PPROVIDE TRANSVERSE EXPANSION JOINTS * APPROX. 02 10/18/18 Permit 1 30' SP G 1/4" 1 � ff*,_ , , ': 1. - .% 1 , -PORTLAND CEMENT ACING MAX SPACING OF 50FT " " " SECTION ASPHALT LIMEROCK BASE STANDARD DUTY 1.5" 6" HEAVY DUTY 2" s" (INCL. DRIVEWAY >7 TO 9 APRON) - � >9 TO 12 U„ "D" CONSTRUCTION JOINTS TYPE D SLAB DEPTH (IN,) DOWEL DIMENSIONS AND SPACING ROUND (SEE NOTE 9) 5 TO 7 3/4"x14" 0 18" OC >7 TO 9 VEM CONCRETE PA ENT - � >9 TO 12 1-1/4"x18" ® 18" OC - L 4 ICK CONCRETE UNLESSU0 - 1114U110 rerm1L D A EXISTING / OTHERWISE SPECIFIED 04 12/10!18 Permit Q; 47 STRUCTURE' 7„� OR, CASTING z 4. 05 01!02/19 Permit 4"R 5" TRANSVERSE 2 11" 13" » 10" R 1" R. R PREMOLDED JOINT__Z MATERIAL EXPANSION JOINT �-!T/ EXPANSION JOINTS 16 oRaP CUFO P.T. - I%2•R N NON EXTRUDING PREMOULDED 6'-0" MAX.) 4»R :..6" JOINT FILLER(A.S.T.M. D-175) 4'-0"MIN.) r 6%" � TYPE F JOINT 1 <, 1. MINIMUM 28 -DAY COMPRESSIVE STRENGTH = 4,000 PSI Z 6»»R----9" CONC. PAVT. " 2. MAXIMUM SLUMP = 4 INCHES TRANSVERSE 2 VALLEY CURB 18 -�-18 ~I 3. ENTRAINED AIR CONTENT = 4 TO 7% o - - , " ;r, SAME SLOPE AS DROP CURE, CITY STANDARD 4. THICKNESS, d AS SHOWN ON SITE PLAN �- -7 --I '� ADJACENT PAVEMENT 5. MAXIMUM JOINT SPACING = LAYOUT AS SHOWN ON SITE PLAN C0 <_ 6" -Y4"R. 9„ 9„ 7" 6. JOINT TYPE AS INDICATED ON SITE PLAN N 1Xz"R �'4"R " 5" " 7. JOINTS SHALL BE CUT AS SOON AS CONCRETE HAS HARDENED o„R 8„ TO THE DEGREE THAT EXCESSIVE RAVELING WILL NOT OCCUR w 2• 11)• 1 R AND BEFORE UNCONTROLLED SHRINKAGE CRACKING BEGINS C 16" " M ;,� _T Xi" R• Jr�" R. 8. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL 9. MATERIALS, QUALITY ASSURANCE, PLACEMENT AND CURING 0 12" - iV f SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY o� OF JACKSONVILLE FLORIDA SECTION 130 PORTLAND CEMENT o UJ ,, 7" 7" 1 rR rl ; (0 ^ ^ CONCRETE AND ACI 330.1-94 STANDARD SPECIFICATION FOR z �a l < 1 PLAIN CONCRETE PARKING LOTS DOWEL SIZE AND SPACING REQUIREMENTS "D" CONSTRUCTION JOINTS TYPE D SLAB DEPTH (IN,) DOWEL DIMENSIONS AND SPACING ROUND (SEE NOTE 9) 5 TO 7 3/4"x14" 0 18" OC >7 TO 9 1"x16* 0 18" OC >9 TO 12 1-1/4"x18" ® 18" OC EXPANSION JOINTS NEW SIDEWALK SI EWAL P.C. CONTROL JOINT 0 X" EXP. JOINT & _L PLAN PREFORMED JOINT FILLER z » » 18" 4-` ` w (FOR CONCRETE PAVEMENT ONLY) i-18 '-"-`� I -18 --`i M G TYPE "A" CURB MIAMI CURB MEDIAN CURB0 V) HEADER DROP & MONOLITHIC CURB_ o � Q SIDEWALK, ASPHALT AND CURB SECTION 5 CONCRETE PAVEMENT SECTION 6 TYPICAL SIDEWALK DETAILS 7 0 co _J I.L N SIDEWALK 5' TYP. CITY STREETS 1/4" MAX. LIP 8" 4' RESIDENTIAL STREETS UTIL. STRIP MIN. RAMP 3 MIN. 0 ALLOWE SEE a)5' TYP. CITY STREETS S 6 L LL IDEWALK � ( PLAN) 4' RESIDENTIAL STREETS STANDARD � m � wQ zCO U U U) 0 b W ) CUT & REMO a 8 m 4 MIN. v CURB (MIAMI CURB 8„ RAMP CURB � M a RAMP CURB _ N O p LO C & GUTTER SHOWN) 5" f z cn c�i -CU coM 10 0>x RAMP CURB --------------- 120 M Q m ALLOWED TRUNCATED DOMES CITY STD. OR MIAMI _ N o °, 2' Z CURB &GUTTER ` - A. ° ' z b OO O OoO O < < 0 J 0 O O"O,p0000'C0 DROP CURB (COUN V .... TY STANDAR- p 0oaoa fl O Q 12 1 MAX. 2' 4' MIN CURB &GUTTER SHOWN) z 000S TDflaa ag CUT &REMOVE a_ TRUNCATED DOMESECTION B -B 2, N W CURB & GUTTER SHOWN U)IF CURB & GUTTER IS EXISTING N.T.S. \ _?�P e CUT & REMOVE: EXISTING CURB SECTION A -A - � & GUTTER TO CONSTRUCT TRANSITION DETECTABLE 0 ° 0 ° o ° 0 > J WARNING 0000 0 0 : o A RB FAC ON RAMPS THAT ARE PERPENDICULAR 000°o OP OF CU m �„ WITH THE CURB LINE, THE DOME PATTERN CUT AND REMOVE STANDARD CURB AND GUTTER A A OR MIAMI CURB AND GUTTER SHALL BE IN-LINE WITH THE DIRECTION OF ; 0 EXISTING CURB AND PLAN VIEW EDGE OF DETECTABLE 2.35" TRAVEL. ON RAMPS INTERSECTING CURBS GUTTER L o GUTTER TO CONNECT PLAN VIEW (SEE PLAN) N.T.S. WARNING ON A RADIUS, THE DOME PATTERN SHALL M Project Number BE IN-LINE WITH THE DIRECTION OF TRAVEL PLAN VIEW $-®� 27 L W TRANSITION N.T.S. TO THE EXTENT PRACTICAL. Y I6"`i� C 0.9" INTEGRAL `� N.T.S. 2__ Z a b VARIES DOME 0 TRUNCATED DOME Sheet Name _ `' - RAMP (SEE DETAIL) ROP CURB (ON EXIST. FACILITIES REMOVE & RECONSTRUCT CURB/CURB & GUTTER) - z r ° 4 RAMP W/ INTEGRAL CAST CURB 0 L w �� 6' CURB' 1 MAX (TION 4' MIN. 6' CURB 12:1MAX TRANSITION Site N DROP CURB U � NOTES: c r 0.2"FO O O _ 0 1. HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL TRUNCATED DOME Details 0 � VARIES STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. r W ,qMP 2. THE CONTRACTOR SHALL INSTALL DETECTABLE WARNING SURFACES IN 0 0 0 0 ALLLLFSIDEWALK CURB RAMPS_ OUTSIDE OF PRIVATE TOP OF CURB FACE BACK OF SIDEWALK. " a ACCORDANCE WITH A.D.A. REQUIREMENTS. REFER TO FLORIDA BUILDING CODE UX W RAMP W/ SEPARATELY CAST CURB FOR FURTHER INFORMATION. NOTE: RIGHT-OF-WAY SHALL HAVE DETECTABLE WARN SIN CURB RAMPS CROSSWALKS SHALL COMPLY WITH THE TOP WIDTH OF THE DOME SHALL PLAN VIEW SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP o RAMP CURB OPTIONS 3. DETECTABLE WARNING / BE A MINIMUM OF 50% AND A MAXIMUM AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) 0 ALL ADA REQUIREMENTS INCLUDING 4.7.7 / 4.29 AND FDOT INDEX N0. 304. OF 659 OF THE BASE DIAMETER. FROM THE BACK OF CURB. SECTION A -A GUTTER Sheet Number i � N.T.S. -510 {� -5 llW z 1i Z 8 Lz CURB CU T HANDICAP RAMPS A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER. SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES P/L P/L 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) 2' 2'2, 7 1/2' JEA UTILITY 4" D.I.P. OR MAIN (MIN) WHERE EASEMENT METER W/ MULTIPLE TAPS ARE CURB STOP CONSTRUCTED R/W 15' MAX 11" POLY 20' MAX Z HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS 1" POLY T WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES 1. IT IS REQUIRED THATWATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY AT SUCH CROSSINGS THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST PROPOSED UTILITY cl) WASTEWATER POTABLE WATER GRAVITY AND FORCE MAIN RECLAIMED WATER VACUUM SEWERS CONFLICTING UTILITY HORIZ. VERT. JOINT SPACING' HORIZ. VERT. JOINT SPACING" HORIZ. VERT. JOINT SPACING' HORIZ. VERT. JOINT SPACING" POTABLE WATER 3' 12" 3' 6' to 10' 12 6 3. 12 " 6 3' to 10' 12" 3 NOTE 1 NOTE 2 NOTE 5 NOTE 2 NOTE 2 JOINT COUPLING 24" SEPARATION AT A NOTE 2 RECLAIMED WATER 3' 12" 6' NOTE 2 3' NOTE 1 12" 3' NOTE 2 3' 12" 6' NOTE 2 3' NOTE 1 12" 3' NOTE 2 WASTEWATER \ CO -POLYMER METER BOX 17.2" POLY TUBING- Bo 4" PVC & COVER (NOTE #1) v (GRAVITY AND FORCE MAIN) 6' to 10' 12" NOTE 2 NOTE 1 12 6 NOTE 1 12 NOTE 2 NOTE 1 12 NOTE 2 VACUUM SEWERS X to 10' 12"3 NOTE 2 3 NOTE 1 12" 6" 3' NOTE 1 12" 3' NOTE 2 3' NOTE 1 12" 3' NOTE 2 TAIL END (24" LONG) 2' MAX (SEE NOTE #4) TEE WITH VALVE Lu yi//\j/\//\If lrz j/\//\j/\j/\j/\/j\//\/j� Q RIGHT OF WAYS NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A PERMANENT 2' (NEAR UG ELECTRICAL WATER METER BOX (TYP) ALL SERVICES REGARDLESS OF SIZE. o JEA STRUCTURES 3' NOTE 1 N/A N/A 3 NOTE 1 N/A N/A 3 NOTE 1 N/A N/A 3 NOTE 1 N/A N/A (SIGNS, POLES, ETC.) 0'JEA UTILITYRNV mMENT STORM 3' 12" 3' 3' 12" 3 3 12 3' 3' 3' SEWERS NOTE 1 NOTE 2 NOTE`I NOTE 2 NOTE 1 NOTE 2 NOTE 1 12„ NOTE 2 GAS 3 12" 3' 3'12" 3 3 12' 3' 3' 12 3' N NOTE 1 POLYETHYLENE WATER OR COMPACTED SOIL (SEE NOTE #6) NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 X-6' (100LF MAX., NOTE #3) T-6' 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCEPTABLE RANGE FOR 3'-6' ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W LINE BUT INSIDE THE 7 1/2' ELECTRIC 3'-6' EASEMENT. TAPS 0° 45° TREES NOTE 6 N/A N/A NOTE 6 N/A N/A NOTE 6 N/A N/A NOTE 6 N/A N/A ALL OTHER 3' 12" 3' 3' 12" 3' 3' 12' 3' 3' 3' UTILITIES NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 12" NOTE 2 FITTING UBING WPY 1" MIP PACK RE cl) JOINT COUPLING 1,( > MULTI -SERVICE "Y" 2" POLY TUBING (2" Fl INLET AND 3 WATER SERVICE MARKER Lu OR 4 1" FIP OUTLET) "� REQUIRED FOR NEW LONG -SIDE WATER SERVICE 2" MIP PACK DEVELOPMENT AREAS POLY TUBING (1 MIN.) SERVICE SADDLES WITH SEE NOTE #4 ( ) JOINT COUPLING 24" SEPARATION AT A MIN. (NO GLUED TEES) SET AT FINAL GRADE (NOTE #7) iv \ CO -POLYMER METER BOX 17.2" POLY TUBING- Bo 4" PVC & COVER (NOTE #1) v ROADWAY .. METER COUPLING (NOTE #4) SADDLE W/CORP 2" SADDLE W/CORP STOP CURB STOP 12 STOP (TYP) (MAX) LOCATE WIRE PIG TAPPING SLEEVE OR TAIL END (24" LONG) 2' MAX (SEE NOTE #4) TEE WITH VALVE Lu yi//\j/\//\If lrz j/\//\j/\j/\j/\/j\//\/j� Q MAINSHORT-SIDE WATER SERVICE POLY TUBING (1" MIN.) CORPORATION STOP REQUIRED ON Z METER BOX LOCATION 2' (NEAR UG ELECTRICAL WATER METER BOX (TYP) ALL SERVICES REGARDLESS OF SIZE. o JEA BOX, NOTE #1) 2 7 1/2' JEA UTILITY EASEMENT (CONNECTED DIRECTLY INTO SADDLE) METER a AkEAE - OTE #4 >- 0'JEA UTILITYRNV mMENT ELECTRICCONNECTION INA TO CUSTOMER'S DRAINAGE M RNV: RIGHT OF WAY LINE WATER MAIN AND BACKFLOW EMENT (NOTE #3) P/L SET CURB STOP AS P/L P/L: PROPERTY LINE PREVENTER (IF APPLICABLE) CLOSE TO WALL J"AS O SERVICE SADDLE DOUBLE 1 n WATER SERVICE (SEE NOTE #2) POSSIBLE (2 MAX) SET METER ON UNDISTURBED Z (0 L; v ri N r POLYETHYLENE WATER OR COMPACTED SOIL (SEE NOTE #6) NOTES: n SERVICE LINE (100LF MAX., NOTE #3) 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCEPTABLE RANGE FOR ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W LINE BUT INSIDE THE 7 1/2' ELECTRIC C1 EASEMENT. TAPS 0° 45° Z 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 7 1/2' UTILITY EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF DISTRIBUTION Z O Q THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER MAIN UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED Q OTHERWISE BY JEA, THE WATER METER BOX SHALL BE LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY W WZ F - JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A MINIMUM (SEE W-3 NOTES: � AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED O WQ METER BOX IS IDENTIFIED BY JEA THEN THE CONTRACTOR OR CUSTOMER SHALL BE Z 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. W Q IBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS Z 0 THREE 3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE C7 0 LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE NOTES: SANITARY SEWER OR WASTEWATER FORCE MAIN. PRIOR TO CONSTRUCTION. 2. SINGLE BAND SADDLES SHALL BE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER U) WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND LU O 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE Lo 0 -1 LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENT SADDLE IS REQUIRED. BRASS SADDLES MAY A UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM THE MINIMUM FOR PIPES WITH THREE FEET VI COVER, FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION AREA. SAA DRY 10 INCH ED SMALLER PVC WATER MAIN, ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER FOR EACH ADDITIONAL FOOT OF DEPTH.ON MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BD E 2 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED FEET MAXIMUM. FOR DOUBLE 1- SERVICES, THE 2" POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRE IS OTHERWISE BY J.E,A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS: THE POLY WATER SERVICE LINE SHALL THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS PRIOR TO CONSTRUCTION. 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS APPROVED OTHERWISE BY JEA. GROUND). ALL EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE NOTES ON UTILITY SEPARATION REQUIREMENTS4• NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITHANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. FUTURE. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER), IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER JANUARY 2018 PLATE W-11 5• WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER BOX TO CORP SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER. SEPARATION SHALL BE 12 INCHES. STOP AT WATER MAIN, FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). ) OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS } 6. REFER TO POTABLE WATER PIPING- SECTION 350, 111.4.11, WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN PVC CROSSING THE 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE.¢ }Im O STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER LULU COZ W D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IFC7 wV wDAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. 9 Q w W w 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. W Q = Q 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRIS 0 0 0 0 0 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME CUSTOMER) UTILIZING A 1" PLACED ON TOP OF BOX). n BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). SEPARATION REQUIREMENTS FOR 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. E WATER WASTEWATER AND RECLAIMED WATER MAINS 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE E E O POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. WATER SERVICE DETAIL- I - "cn N L 2 AND SMALLER METER JANUARY 2018 PLATE W-10 10. SERVICE SIZE SHALL BE SAME AS THE METER SIZE. JANUARY 2018 PLATE W-2 � WATER OR RECLAIM SERVICE INSTALLATIONS E U E 2" AND SMALLER METER o January 2018 UPLATE W-1 �A C MJ TEE, [HYDRANT/ANCHOR TEE SHALL c N BE APPROVED BY O&M MANAGER] HYDRANT SUMP (PROVIDE GRAVEL -� Ln PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) 3/4" RODS (24" LONG MIN) U 30" MIN. I I m 0 O � � 6" PIPE O o� D O 3/4' RODS ALONG FIRST 15 LF FROM HYDRANT (NOTE #2) J 2,$„ 6" M.J. GATE VALVE (RESTRAINTS REQ.)I c POSITIONED NEAREST TEE FITTING APPLY GROUT TO FILL ANNULAR SPACE MECHANICAL RESTRAINT REQUIRED (TYP) PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD 24" ROUND PRECAST CONCRETE U WATER MAIN PLAN COMPACTED EARTH (TYP) PAD 4" THICK (SEE SPEC) SET ON COMPACTED EARTH, (SEE NOTE# 6) 90° BEND (TO BE SMOOTH HOSE BIBB PROVIDE RAISED PAVEMENT MARKER MAXIMUM TRENCH WIDTH VALVE BOX ADJUSTMENT (SEE NOTE# 5) REMOVED) (TO BE REMOVED) o (SEE NOTE #6) GENERAL BACKFILL (SEE NOTE #1) MATERIAL COMPACTED FINISHED GRADE Q 3 -WAY FIRE HYDRANT PUMPER NOZZLE TO 100% MAX.ASTM D698 VALVE BOX & COVER (TYP) " PROVIDE BLUE PAINT TO w r (SEE NOTE \ THE INSIDE OF THE TOP SECTION \\/\\j\/j /j /\ I �STATER SHALL RAIGH STRAIGHT TO FACE OF PAVEMENT (SEE NOTES #3 & #4) i�/j/ j j\\j\\j\\j\\� OF THE BOX (NOTE #5) (NOT ANGLE) cn cN WATER VALVE BOX o \\\j \\� a } ELECTRONIC LOCATE BALL MARKER I J co / / 6" PVC RISER PIPE w Ln (COVER PAINTED YELLOW) v \ 0 LOCATED WITHIN 12" FROM o (� BREAKABLE FLANGE ? \ iv j (LENGTH AS REQUIRED) m RISER PIPE LOCATED (1 "MIN.) ABOVE 2 FINISHED \ \\/ PROVIDE "V" CUT IN TOP OF 6" (NOTE #10) FINISHED GRADE Q Q BACKFILL COMPACTED TO 98% LL FINISHED GRADE �o GRADE \// MAX. DENSITY, ASTM D698 SEE RISER PIPE FOR LOCATE WIRE GATE VALVE W/ 2" OPERATING f N y \ ( ACCESS INTO VALVE BOX NUT NOTE #4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W /j� NOTES #3 & #4) PLASTIC DEBRIS SHIELD REQUIRED ()\\//\\//\\�/\\//\\//\\//\\//�\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/ Q /� �/ % j\ PIPE W/ LOCATING WIRE/.\/ tir�i�`i PIPE DIAMETER \ �� ON ALL VALVES 12" AND SMALLER Z 7 U w // , (SEE NOTE # 9) L PIPE (Y2" SIZE MIN.) (TO BE /n LOCATE WIRE REQUIRED - ~O j O (SEE NOTE #1) LEAVE DRAIN a Z \ \/j\ a BARE WIRE DEAD-END 0 w ✓ /j\/ PIPE TO BE INSTALLED ON\r \\ \\ ) (--- HOLES OPEN w w ` \ \�\ /\/\�` REMOVED ROUTE TO > m UNDISTURBED SOIL OR SUITABLE RESTRAINED MECHANICAL j /' ROADWAY SHOULDER IF \� \\^\\`\\^\\` \ REQUIRED (SEE NOTES) 0 v7 \ \\; SOIL COMPACTED TO 100% MAX. JOINT (TYP) 12" (MIN) LAYER OF #57 / (NOTE #1) > m w \/ DENSITY, ASTM D698 (NOTE #2) UNDISTURBED EARTH 1 STONE (REQUIRED FOR 4 > ��`+ j\ j\ j\ j\ j\�\/\ VALVES 20" AND LARGER, BUSHING IF REQ. (TO BE REMOVED) ////\//\//\/j\ \// / (NOTE #7) 1" THREADED PLUG (TO BE INSTALLED AFTER W W BACTERIOLOGICAL CLEARANCE IS RECEIVED) U _ NOTES: 90° DEGREE BEND (TO BE REMOVED) 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE m PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP, TYPICAL TRENCH PAD ISNOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 1" CORPORATION STOP CONNECTED OR EQUAL) TO TOP AND ALL 4 SIDES. 2'-8" DIRECTLY INTO SADDLE (TO REMAIN) 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW44). 1" WATER SERVICE SADDLE SECTION NOTES; 3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/(ASPHALT IF NO CURB) TO ALL BELOW GRADE VALVES. THE "V' CUT IS (TO REMAIN) (NOTE THAT OUTLET, <C NOTES: 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE TO BE PAINTED BLUE WATER/PURPLE RECLAIMED. AT 3:00 OR 9:00 POSITION) 1. LOCATE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE WATER MAIN (SIZE &TYPE VARIES SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. PAYLINE WIDTHS. ) BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED 6� (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. NOTES: 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY (, AL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING ABOVE THE TOP OF THE PIPE. LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE SHOULDERS (NON -TRAFFIC AREAS). AGENCIES. DISTANCE SHALL BE MEASURED E THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE). THE WIRES WITH A 24" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. � MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING &FITTINGS (AS NOTED), APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN &VALVE TYPE. PROVIDE AYa" HOLE IN AFTER BACTERIOLOGICAL BE � SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). CLEARANCE IS RECEIVED. BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES � ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH INSTALLED ON FIRE HYDRANT BRANCH LINES. PIPE AND FITTINGS SHALL B U RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100% OF 17S MAXIMUM DENSITY AS DETERMINED BY THE 3. E PVC (SCH. 40) OR GALV. MATERIAL. REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL LABORATORY MODIFIED PROCTOR TEST, ASTM D698. 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" ) OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. (ROUND OR SQUARE POURED CONCRETE PAD W/2 - #4 REBAR AROUND 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A PERIMETER, MAY BE USED. SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. 0 � 5. SEE "EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS AND EXCEPTIONS INCLUDING REMOVAL W N 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JFJ�'S ENVIRONMENTAL � SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. SOILS. UP TO Y THE OVERALL HEIGHT OF THE VALVE. 00 4. COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. O REPAINTED (RUSE KILENAMELEINTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS 4. PRIOR t0 PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND OPEN CUT TRENCH f- O R PRESSURE PIPE 9 Z SHALL BE PAINTED RED. U). FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING Q / NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY TEMPORARY SAMPLE TAP z a a Q JANUARY 2018 IN STATE ROAD RIGHT -OF-WAY PLATE W -42A AFc, BOXLOK OR APPROVED EQUAL. 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY Z IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER U� INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). JANUARY 2018PLATE W-25 Z W USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. WATER VALVE INSTALLATION DETAILLu -J D 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS d Q < O PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN O m THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. JANUARY 2018 PLATE W-18 FIRE HYDRANT INSTALLATION C o z USING MECHANICAL JOINT TEE t7�y W Q z N Z Z Q y JANUARY 2018 PLATE W-13 n �4�/ 2 � W LID � / (AZ=UQZ Z N I CJ I I a O T J i` O Q w N Ln I O N Ln I U U) 0 D_ i O I Ln v m v c Q I C5 O cn U U U7 N 00 w Q 0 / LL] N / a� c c w / t7 CUT OFF PIPE - AT WALL LINE (TYP) 6" (TYP.) / INFLUENT SEWER PIPE (SEE NOTE #1) 4FLOW LEVELING COURSE, 12" (MIN.) THICKNESS OF GRANULAR BACKFILL (#57 STONE) SOLID CLASS "C`//3 CONCRETE TO FORM EASY FLOW CURVES CONCRETE, SOLID FILLER BRICKS ONLY ALLOWED AS FILLER, NO RUBBLE. GRADE TO 1/2" PER FOOT. NOTES: 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE SHALL BE BETWEEN 90° - 180° UNLESS OTHERWISE APPROVED BY JEA. PLAN VIEW (S-3) (FOR SECTION VIEW SEE S-2) JANUARY 2018 MANHOLE FRAME & COVER FINISHED GRADE - 5" 6" SLOPE 1/2" - PER FT. (TYP) SOLID CLASS "C" CONCRETE W/ SOLID FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE, GRADE TO 1/2" PER FOOT. UNDISTURBED SOIL MIN. BEARING CAPACITY: 2000 LB/SQ FT. 8- PLATE S-3 v 12" NOM, 18" MAX 2'-8" DIA X CONCRETE ADJUSTMENT i RINGS OR BRICKS (TYP) o GROUTED IN PLACE co z 4'-0" DIA 6-0" DIA PLASTIC JOINT SEALER (SEE NOTE 4) (2 SEALERS PER JOINT) Z_ o � SECTION VIEW (S-2) OVER -EXCAVATION IS REQUIRED (SEE NOTE #6). (FOR PLAN VIEW SEE S-3) NOTES: 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL. 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER. 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SANITARY SEWER TYPE "A" MANHOLE 8"-21 " SEWERS JANUARY 2018 PLATES S-2, S-3 CASING SPACERS (TYP) 1' , 1' 9' \ 9' CARRIER PIPE ALL JOINTS OF PIPE LOCATED WITHIN LOCATING WIRE REQUIRED THE CASING SHALL BE RESTRAINED (SEE S-49) STEEL CASING PIPE ELEVATION BELL CLAMP PROVIDE COLD ROLLED STEEL TIE RODS CASING SPACER 2 OR 3 REQUIRED FROM THE END OF THE STEEL CASING PIPE PER JOINT OF PIPE SEE -ABOVE TO THE FIRST JOINT OF PIPE OUTSIDE THE CASING. THE RODS ARE TO BE WELDED TO ANNULAR SPACE SHALL REMAIN THE CASING AND CONNECTED TO A BELL EMPTY. SEAL BOTH ENDS WITH 12"TYPE CLAMP ON THE PIPE. (TYPICAL EACH (RR) OR 8" (DOT) THICK CLASS "C" O^ SIDE). SEE TABLE BELOW FOR THE MINIMUM CONCRETE PLUGS (SEE SPECS) NUMBER OF TIE RODS REQUIRED AT EACH END, TIE ROD SIZE AND QUANTITY. D2 (DIA) STEEL CASING PIPE STEEL CASING PIPE SECTION "A -A" CARRIER TYPE AND CASING PIPE SIZES (MIN) IN INCHES 0 w (SEE NOTE #3) REFER TO S-15 DETAIL. a ` 4 6 8 CONSTRUCT SPILLWAY WHERE 12 14 16 18 20 INVERT OF UPPER SEWER IS -=T ` 36 ABOVE MID HEIGHT OF LOWER " CASING PIPE NOM. DIA. (D2) SEWER. 16 20 LEVELING COURSE, 12" (MIN) 24 30 30 THICKNESS OF GRANULAR 36 BACKFILL (57 STONE) 48 54 60 IN UNSUITABLE SOILS, SECTION VIEW (S-2) OVER -EXCAVATION IS REQUIRED (SEE NOTE #6). (FOR PLAN VIEW SEE S-3) NOTES: 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL. 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER. 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SANITARY SEWER TYPE "A" MANHOLE 8"-21 " SEWERS JANUARY 2018 PLATES S-2, S-3 CASING SPACERS (TYP) 1' , 1' 9' \ 9' CARRIER PIPE ALL JOINTS OF PIPE LOCATED WITHIN LOCATING WIRE REQUIRED THE CASING SHALL BE RESTRAINED (SEE S-49) STEEL CASING PIPE ELEVATION BELL CLAMP PROVIDE COLD ROLLED STEEL TIE RODS CASING SPACER 2 OR 3 REQUIRED FROM THE END OF THE STEEL CASING PIPE PER JOINT OF PIPE SEE -ABOVE TO THE FIRST JOINT OF PIPE OUTSIDE THE CASING. THE RODS ARE TO BE WELDED TO ANNULAR SPACE SHALL REMAIN THE CASING AND CONNECTED TO A BELL EMPTY. SEAL BOTH ENDS WITH 12"TYPE CLAMP ON THE PIPE. (TYPICAL EACH (RR) OR 8" (DOT) THICK CLASS "C" O^ SIDE). SEE TABLE BELOW FOR THE MINIMUM CONCRETE PLUGS (SEE SPECS) NUMBER OF TIE RODS REQUIRED AT EACH END, TIE ROD SIZE AND QUANTITY. D2 (DIA) STEEL CASING PIPE STEEL CASING PIPE SECTION "A -A" PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS NOTES: 1. MIN. COVER TO TOP OF CASING; a) FDOT-3.0' b)RAILROAD-5.5' TO BASE OF RAIL, 4.5' FOR SECONDARY OR INDUSTRIAL TRACKS. EXCEPT FOR R.E.C. (SEE NOTE 3) 2. THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OR COUPLING. HOWEVER, A MINIMUM OF 6 INCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. 4. ALL JOINTS WITHIN CARRIES PIPE SHALL BE MECHANICAL RESTRAINED JOINTS. 5. FOR STREET USES WHICH ARE NOT DOT OR RAILROAD, USE DDT CASING THICKNESS UNLESS OTHERWISE INDICATED BY ENGINEER. 6. CASING PIPE SHALL BE FURNISHED IN NOMINAL 8 FOOT LENGTHS (MIN.) UNLESS OTHERWISE INDICATED ON THE DRAWING OR APPROVED BY JEA. 7. PIPE TO BE USED AS A CASING SHALL CONFORM TO EITHER ASTM STANDARD A139 FOR "ELECTRIC FUSION (ARC) WELDED STEEL PIPE". WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI OR "API SPECIFICATION API-5LX, GRADE X-42 WELDED STEEL PIPE". TYPICAL CASING DETAIL - SEWER JANUARY 2018 PLATE S-25 NOTE: ANGLE BETWEEN INFLUENT FORCE MAIN AND GRAVITY EFFLUENT PIPE SHALL BE BETWEEN 135° - 225° UNLESS APPROVED OTHERWISE BY JEA. - FLOW GRAVITY EFFLUENT -7 PLAN MANHOLE FRAME & COVER FINISHED GRADE - PROVIDE NEW -� ? INTERIOR SPECIALTY iv LINER (PROTECTIVE COATING) AS I• SPECIFIED IN SECTION 446 FORCE MAIN (INFLUENT) FORM CONCRETE CHANNELS TO FORM EASY FLOW CURVES FLOW GRAVITY INFLUENT GATE VALVE (4" MIN) REQUIRED PRIOR TO GROUT 45° BEND (TYP) PVC PIPE (4" MIN) �- DROP FM PIPING TO CROWN OF GRAVITY EFFLUENT PIPE AS SHOWN REFER TO S-15 DETAIL. SECTION TYPICAL FORCE MAIN CONNECTION TO MANHOLE JANUARY 2018 PLATE S-18 MANHOLE FRAME & COVER (NOTE #2) 4" QUICK DISCONNECT WITH CAP (NOTE #5) 4" PLUG VALVE OR GATE VALVE,FLG'D) 4" D.I. TEE (MIN) CHECK VALVE (SIZE AS REQUIRED) GRADE /il/ 1/i//,\Z /l (SEE NOTE #2) - GROUT SEAL PI OPENING (TYP) FROM PRIVATE PUMP STATION FLOW CITY R/W PRIVATE PROPERTY CITY RNV I L$" (min} OF ROCK (57 STONE) NOTES: 1. SEWER PUMP -OUT BOX SHALL BE CONSTRUCTED ON PRIVATE PROPERTY AND LOCATED AT THE RNV LINE. THE PREFERRED CONSTRUCTION LAYOUT IS SHOWN ABOVE. 2. ASSEMBLY TO BE ENCLOSED WITHIN A 48"x48" (MIN) PRECAST CONCRETE BOX WITH OPEN BOTTOM W/H-20 TRAFFIC LOADING COVER OR TYPE "C" MANHOLE OPEN BOTTOM WITH FRAME AND COVER (NON-JEA LOGO TYPE COVER). 3. A JEA APPROVED GATE VALVE (4" MIN) SHALL BE PROVIDED AT THE RNV LINE FOR ALL FORCE MAIN PIPING WHICH EXCEEDS 15' LINEAR FEET WITHIN THE CITY R/W AREA. THE GATE VALVE AT THE RNV LINE IS NOT REQUIRED WHERE THE CONNECTION (CONNECTION AT JEA MAIN) IS LOCATED ON THE SAME SIDE OF THE STREET AS THE PUMP -OUT BOX (SHORT -SIDE SERVICE) AND CONSIST OF 15 LINEAR FEET OR LESS WITHIN THE CITY RNV AREA. 4. NO CONNECTIONS PERMITTED INTO JEA FORCE MAINS WHICH ARE GREATER THAN 12" WITHOUT PRIOR JEA APPROVAL. 5. QUICK DISCONNECT WITH CAP SHALL BE ALUMINUM AND BE POSITIONED DIRECTLY UNDER MANHOLE LID FOR ACCESS. U) Z O U) w m GATE VALVE (4" MIN) CARRIER TYPE AND CASING PIPE SIZES (MIN) IN INCHES 0 w (SEE NOTE #3) t a CARRIER PIPE NO. DIA. (Di) 4 6 8 10 12 14 16 18 20 24 30 36 42 48 CASING PIPE NOM. DIA. (D2) 14 16 20 20 24 30 30 30 36 42 48 54 60 66 WALL THICKNESS RAILROAD -(FEC) 0.25 1.25 0.375 0.375 0.375 0.50 0.50 0.50 0.562 0.625 0.625 0.688 0.781 0.781 WALL THICKNESS RAILROAD -(CSX) 0.25 0.281 0.375 0.375 0.375 0.469 0.469 0.469 0.562 0.625 0.688 0.781 0.844 0.938 WALL THICKNESS DOT 0.25 0.25 0.25 0.25 0.25 0.312 0.312 0.312 0.375 0,50 0.50 0.50 0.50 0.50 NUMBER OF TIE RODS (EACH END) 2 2 2 4 4 6 6 8 8 12 14 1416 16 TIE ROD SIZE (DIA.) 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1" 1" 1 1/4" 11/4- PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS NOTES: 1. MIN. COVER TO TOP OF CASING; a) FDOT-3.0' b)RAILROAD-5.5' TO BASE OF RAIL, 4.5' FOR SECONDARY OR INDUSTRIAL TRACKS. EXCEPT FOR R.E.C. (SEE NOTE 3) 2. THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OR COUPLING. HOWEVER, A MINIMUM OF 6 INCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. 4. ALL JOINTS WITHIN CARRIES PIPE SHALL BE MECHANICAL RESTRAINED JOINTS. 5. FOR STREET USES WHICH ARE NOT DOT OR RAILROAD, USE DDT CASING THICKNESS UNLESS OTHERWISE INDICATED BY ENGINEER. 6. CASING PIPE SHALL BE FURNISHED IN NOMINAL 8 FOOT LENGTHS (MIN.) UNLESS OTHERWISE INDICATED ON THE DRAWING OR APPROVED BY JEA. 7. PIPE TO BE USED AS A CASING SHALL CONFORM TO EITHER ASTM STANDARD A139 FOR "ELECTRIC FUSION (ARC) WELDED STEEL PIPE". WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI OR "API SPECIFICATION API-5LX, GRADE X-42 WELDED STEEL PIPE". TYPICAL CASING DETAIL - SEWER JANUARY 2018 PLATE S-25 NOTE: ANGLE BETWEEN INFLUENT FORCE MAIN AND GRAVITY EFFLUENT PIPE SHALL BE BETWEEN 135° - 225° UNLESS APPROVED OTHERWISE BY JEA. - FLOW GRAVITY EFFLUENT -7 PLAN MANHOLE FRAME & COVER FINISHED GRADE - PROVIDE NEW -� ? INTERIOR SPECIALTY iv LINER (PROTECTIVE COATING) AS I• SPECIFIED IN SECTION 446 FORCE MAIN (INFLUENT) FORM CONCRETE CHANNELS TO FORM EASY FLOW CURVES FLOW GRAVITY INFLUENT GATE VALVE (4" MIN) REQUIRED PRIOR TO GROUT 45° BEND (TYP) PVC PIPE (4" MIN) �- DROP FM PIPING TO CROWN OF GRAVITY EFFLUENT PIPE AS SHOWN REFER TO S-15 DETAIL. SECTION TYPICAL FORCE MAIN CONNECTION TO MANHOLE JANUARY 2018 PLATE S-18 MANHOLE FRAME & COVER (NOTE #2) 4" QUICK DISCONNECT WITH CAP (NOTE #5) 4" PLUG VALVE OR GATE VALVE,FLG'D) 4" D.I. TEE (MIN) CHECK VALVE (SIZE AS REQUIRED) GRADE /il/ 1/i//,\Z /l (SEE NOTE #2) - GROUT SEAL PI OPENING (TYP) FROM PRIVATE PUMP STATION FLOW CITY R/W PRIVATE PROPERTY CITY RNV I L$" (min} OF ROCK (57 STONE) NOTES: 1. SEWER PUMP -OUT BOX SHALL BE CONSTRUCTED ON PRIVATE PROPERTY AND LOCATED AT THE RNV LINE. THE PREFERRED CONSTRUCTION LAYOUT IS SHOWN ABOVE. 2. ASSEMBLY TO BE ENCLOSED WITHIN A 48"x48" (MIN) PRECAST CONCRETE BOX WITH OPEN BOTTOM W/H-20 TRAFFIC LOADING COVER OR TYPE "C" MANHOLE OPEN BOTTOM WITH FRAME AND COVER (NON-JEA LOGO TYPE COVER). 3. A JEA APPROVED GATE VALVE (4" MIN) SHALL BE PROVIDED AT THE RNV LINE FOR ALL FORCE MAIN PIPING WHICH EXCEEDS 15' LINEAR FEET WITHIN THE CITY R/W AREA. THE GATE VALVE AT THE RNV LINE IS NOT REQUIRED WHERE THE CONNECTION (CONNECTION AT JEA MAIN) IS LOCATED ON THE SAME SIDE OF THE STREET AS THE PUMP -OUT BOX (SHORT -SIDE SERVICE) AND CONSIST OF 15 LINEAR FEET OR LESS WITHIN THE CITY RNV AREA. 4. NO CONNECTIONS PERMITTED INTO JEA FORCE MAINS WHICH ARE GREATER THAN 12" WITHOUT PRIOR JEA APPROVAL. 5. QUICK DISCONNECT WITH CAP SHALL BE ALUMINUM AND BE POSITIONED DIRECTLY UNDER MANHOLE LID FOR ACCESS. U) Z O U) w m GATE VALVE (4" MIN) 0 w (SEE NOTE #3) t a Lu LOCATE WIRE REQUIRED Q Q z E O TO JEA SYSTEM U 4" FM (PVC, DR18) PRIVATE PUMP OUT ASSEMBLY JANUARY 2018 PLATE S-46 i O w Q w Lu U Z Z W Lu ¢ Z p C7 � W 0 ❑ LL 00 Lu m w Z Z Y 3 ui U Iii cn a 1- w F W Q Q 2 Q E� 0 w t a z O Q E z E O U o a C HO z m VJ Q 0 w h - O a z Z Q a z Z o a (Locf) HO z W =¢ Z r (.j U) WLza W63:' z U) It DIMENT & EROSION CONTROL NOTES TRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT ON OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS .N STABILIZED. 1L PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN IS OR ACCIDENTS. FOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED WORKING PROPERLY AT TIME OF ACCEPTANCE. '-i SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM T BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR 3LE WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE USED. IF MORE THAN ONE MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED ON FILTER DETAIL (SEE DETAIL THIS SHEET). THE DEPTH OF STONE SHALL BE AT INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND OPENING AT LEAST 18 INCHES ON ALL SIDES. DNE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER LY PERFORMS ITS FUNCTION, THE STONES MUST BE PULLED AWAY FROM THE :ANED AND REPLACED. BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, ENDS OF ADJACENT BALES PRESSED TOGETHER. BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE TO A MINIMUM DEPTH OF 4 INCHES. AFTER THE SYNTHETIC BALES ARE STAKED, (ATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. fHETIC BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST :S OR REBARS DRIVEN THROUGH THE BALE. ITHETIC STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM 3ETWEEN BALES. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AST DAILY DURING PROLONGED RAINFALL. ENTION SHALL BE GIVEN TO THE REPAIR OF DAMAGED SYNTHETIC BALES, END UNDERCUTTING BENEATH SYNTHETIC BALES. REPAIRS TO BARRIERS OR REPLACEMENT OF SYNTHETIC BALES SHALL BE -IED PROMPTLY. )EPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. IT MUST BE REMOVED LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE :NT DEPOSITS REMAINING IN PLACE, AFTER THE STRAW BALE OR FILTER BARRIERS, .IT FENCES ARE NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM TO THE ZADE, PREPARED AND SEEDED. 5 AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL kST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MATELY. FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE THE FABRIC SHALL BE REPLACED IMMEDIATELY. 'URE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. AALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 4T HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED -TALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL CTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT 'ACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER '1GEMENT DISTRICT SPECIFICATIONS AND CRITERIA. NAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA T MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE .ORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. ) SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND PRESERVATION EASEMENTS WHERE THERE IS POTENTIAL FOR DOWNSTREAM ITY DEGRADATION. SEE DETAILS (THIS SHEET) FOR TYPICAL CONSTRUCTION. 3E PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO =R QUALITY STANDARDS ARE MAINTAINED. 'GE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE k MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED iE RECEIVING OUTFALL. PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. :D AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED UNTIL A PERMANENT ;OVER IS ESTABLISHED. CONTRACTOR SHALL USE ADDITIONAL MEASURES TO TRUREB AREAS THROUGH COMPACTION, SILT SCREENS, HAY BALES, AND ,LL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. ING, EROSION, AND SEDIMENT CONTROL SHALL REMAIN IN PLACE UNTIL AFTER )F CONSTRUCTION, AND REMOVED ONLY WHEN AREAS HAVE BEEN STABILIZED. )ICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS E CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL TOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT .ATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION E COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. TOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT 'ITICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS MANAGEMENT DISTRICT RULES AND REGULATIONS. 'OR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD 5 PER THE CONTRACT DOCUMENTS THE ST. JOHNS RIVER WATER MANAGEMENT CITY OF JACKSONVILLE STANDARDS AND MEETING THE NPDES FINAL REQUIREMENTS. 34. THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (1=.D.E.P.) CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING EGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS, AND FINES. 35. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, 'THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND REGULATIONS. (FOR ANY CONSTRUCTION NOT COVERED BY THE OWNER'S "NOTICE OF INTENT" PERMIT). STAKE OR ANCHOR 100VARIABLE (TYPICAL) CLOSED CELL SOLID PLASTIC D1 NOTES: D1 = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS) D2 = 5' STD. (ADDITIONAL PANEL FOR DEPTH >5') CURTAIN TO REACH BOTTOM. ADDITIONAL PANELS TO BE USED TO REACH BOTTOM IF SINGLE ROW DOES NOT REACH. FLOATING TURBIDITY BARRIER N.T.S. STABILIZED CONSTRUCTION ENTRANCE N.T.S. �mr-.am SII a!1' 0111 II fig IQ�li7� STRAW W BALES STAKED WITH 2 STAKES PER BALE COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEDIMENT SPECIFIC APPLICATION TAKED SYNTHETIC STRAW BALE I I I ILTERED WATER IIII VIII IIII ,III -L IIII IIII THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE' THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SYNTHETIC STRAW BALE DROP INLET SEDIMENT FILTER N.T.S. POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF SYNTHETIC STRAW BALE IN A DRAINAGE WAY N.T.S. FLOW PLAN VIEW SECTION VIEW POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF A FILTER BARRIER IN DRAINAGE WAY N.T.S. DISTRUBED AREA 8" SILT DIKE N.T.S. RUNOFF WATER WITH St DIMENT 18" MIN. -=III=tri i„=. -z SEDIMENT CONSTRUCTION ADHESIVE APPLIED TO FULL LENGTH OF BARRIER FDOT COARSE AGGREGATE N0. 1 /GRAVEL ( 12" MIN. DEPTH ) SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER N.T.S. /STAKED AND ENTRENCHED SYNTHETIC STRAW BALE BINDING WIRE OR TWINE If l � I I I III COMPACTED SOIL TO PREVENT PIPING FILTERED RUNOFF (IIII I I SEDIMENT LADEN RUNOFF IT— I L!, ---1�� 111-I I 1- :=,ll�,:�I�`:'I CROSS-SECTION OF A PROPERLY INSTALLED SYNTHETIC STRAW BALE N.T.S. 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. l' i III 111, 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. /� III► � - /�iil IIS' Illiii� EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. _ It 1. EXCAVATE THE TRENCH 11� I'' 2. STAPLE 41 4. BACKFILL EXCAVATED CONSTRUCTION OF SILT FENCE N.T.S. ALE 3, WEDGE LOOSE SYNTHETIC STRAW BETWEEN BALES. 2. PLACE AND STAKE III � I I� Illl IIII 4. BACKFILL AND COMF CONSTRUCTION OF A SYNTHETIC STRAW BALE N.T.S. 1. SET THE STAKES. r/ lII�I i" jI% 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. f I, f,ll �tl �►I%�. 2. EXCAVATE A 4" X 4 ALONG THE LINE OF 4. BACKFILL AND COMP) CONSTRUCTION OF A FILTER BARRIER N.T.S. ° w 0 D x 0 ° w n. 0 U ° L11 U ° 0 o_ w w M 0 0 Z LU 0 z ° ° Z ¢ ° Z 0 FT UJ ° U) Z w W w _ F- 0 0 z ° w W LU _ F - z_ _ F- U) _ c0 Lu a LJ 0 a w _ F 0 z F 0 CL 0 U w _ F - w LU V) W tY W a x W w Z w OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS '- N INVENTORY FOR POLLUTION PREVENTION PLAN MAINTENANCE/INSPECTION PROCEDURES * J C GENERAL ILL SITE DESCRIPTION 11i). TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES O N C4 SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER PRESENT ONSITE DURING CONSTRUCTION: THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING = -0 PROJECT NAME AND LOCATION: REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE C AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. SCRUBBLES CAR WASH Concrete, Fertilizers, Wood, Asphalt, Petroleum Based Products,P4 O C13 ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT 1'I. TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE cq 835 ATLANTIC BLVD. CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 Masonry Blocks, Tar, Cleaning Solvents, Roofing Materials, * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME U ATLANTA BEACH, FLORIDA 32233 MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND Detergents, Paints, Metal Studs WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. M TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING THE SYSTEM ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED * (1 --� 0) ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE w�•I OWNER NAME AND ADDRESS: INTO OPERATION. VEGETATIVE COVER. PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE • rRi O CO N 1:�. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY O N M SCRUBBLES EXPRESS WASH SEQUENCE OF MAJOR ACTIVITIES: CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE SPILL PREVENTION STORM EVENT OF 0.25 INCHES OR GREATER. LL CA 101 OAK POINT AVENUE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO LO O TIFTON, GA 31794 FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING '0 LO Z THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: MATERIAL MANAGEMENT PRACTICES REPORT. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF N ',I- Q 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE .1- CF) DESCRIPTION: THIS PROJECT WILL CONSIST OF: 1. INSTALL STABILIZED CONSTRUCTION 9. INSTALL UTILITIES, STORM SEWER, THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE * (D4- U PROJECT INCLUDES REDEVELOPING AN EXISTING CAR WASH FACILITY. EXISTING ENTRANCE CURBS &GUTTER. OFFSITE FACILITIES. OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS PAVEMENT WILL REMAIN WHERE POSSIBLE WITH NEW LANDSCAPE ISLANDS. 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PARKING AREAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. 1�E. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY GOOD HOUSEKEEPING SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT TEARS TO SEE IF THE C BALES AS REQUIRED AS A MINIMUM BE SEEDED. THE SEEDING MIX MUST * N CONSTRUCTION WILL, , 11. COMPLETE GRADING AND THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE Co LO PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT ONSITE DURING THE CONSTRUCTION PROJECT. FENCE POSTS ARE FIRMLY IN THE GROUND. VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED 3 SWALES/DIKES AND SEDIMENT BASIN SEEDING/SOD AND PLANTING OR SODDED. N * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND Z LO M 4. CONSTRUCT SEDIMENTATION BASIN 12. COMPLETE FINAL PAVING TO DO THE JOB. BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN DESIGN CAPACITY OR AT THE END OF THE JOB. Z O 5. CONTINUE CLEARING AND GRUBBING 13. REMOVE ACCUMULATED THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER *DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY 0) SOIL DISTURBING ACTIVITIES WILL INCLUDE: SEDIMENT FROM BASINS CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION 6. STOCK PILE TOP SOIL IF REQUIRED ENCLOSURE. ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; 14. WHEN ALL CONSTRUCTION * REPAIRED. N �- PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR GRADING; EXCAVATION FOR THE SEDIMENTATION POND, STORM SEWER, 7. PERFORM PRELIMINARY GRADING ON SITE ACTIVITY IS COMPLETE AND THE , UTILITIES, AND BUILDING FOUNDATION; CONSTRUCTION OF CURB AND AS REQUIRED SITE IS STABILIZED, REMOVE ANY S'IIRUCTURAL PRACTICES THE ORIGINAL MANUFACTURERS LABEL. GUTTER, ROAD, AND PARKING AREAS; AND PREPARATION FOR FINAL TEMPORARY DIVERSION * SUBSTANCES BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. 8. STABILIZE DENUDED AREAS AND /p / 1. TEMPORARY DIVERSION DIKE: RECOMMENDED BYLTHE MANUFACTURER. L NOT BE MIXED WITH ONE ANOTHER UNLESS * ` E�Fi �►Dl�,��i PLANTING AND SEEDING. STOCKPILES AS SOON AS PRACTICABLE ASAREQUIREDS AND RESEED SOD TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH COPY OF THNE REPORT PFORM SHALL OBE COMPLETEDRT WILL BE DBYATHERINSPECTOREACH PECTION. A ��•\o ............. jS,'�,�� RUNOFF CURVE NUMBERS A SEDIMENT -TRAPPING FACILITY. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON *: No. 63071 1. PRE -CONSTRUCTION = 98 2. TEMPORARY SEDIMENT TRAP: REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY 2. DURING CONSTRUCTION = 85 A SEDIMENT TRAP IS USUALLY INSTALLED IN AN DRAINAGEWAY AT A * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT = _-2 3. POST -CONSTRUCTION = 96 NOTE: VERTICAL CONSTRUCTION OF THE BUILDING WILL BE TAKING STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A WILL BE FOLLOWED. PLANS. PLACE DURING ALL THE SEQUENCE STEPS LISTED ABOVE DISTURBED AREA WITH THE FOLLOWING LIMITATIONS: THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER SOILS: A. THE SEDIMENT TRAP MAY BE CONSTRUCTED EITHER *THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT SEE GEOTECHNICAL REPORT FOR SOILS DATA SITE MAPS: INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION ONSITE RECEIVE PROPER USE AND DISPOSAL. THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED. TIMING OF CONTROLS MEASURES DIKE. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. '��SS..ORI. * SEE ATTACHED PAVING AND DRAINAGE SHEET C-130 FOR ALL / HAZARDOUS PRODUCTS GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL PAVED CHANNEL SECTIONS WHERE THE VELOCITY OF FLOW AT DESIGN WITH HAZARDOUS MATERIALS. RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING CONTROLS AND STORM WATER DISCHARGE POINTS. AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND CAPACITY OF THE OUTLET WILL EXCEED THE PERMISSIBLE VELOCITY OF OUT THE INSPECTION AND MAINTENANCE REPORT. HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. Kyle F. Davis, P.E. * SEE ATTACHED SHEET C-140 FOR LOCATION OF TEMPORARY CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE RECEIVING CHANNEL OR AREA. * *PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL FL Reg. 63071 STABILIZATION PRACTICES, AND TURBIDITY BARRIERS THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE (DISTURBED ACRES CONTAIN IMPORTANT PRODUCT INFORMATION. THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE REVISIONS OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. WITH AN AREA, THAT AREA WILL N STABILIZED PERMANENTLY IN ACCORDANCE PONDS WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. SITE AREA: WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,60o CUBIC FEET OF No. Date .Revision 1. TOTAL AREA OF SITE = 0.64 AC. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. PRODUCT SPECIFIC PRACTICES 2. TOTAL AREA TO BE DISTURBED = 0.64 AC. DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT 01 07/05/18 COAB 1 WITH THE SEDIMENT AND EROSION CONTROL PLAN. (DWG. NO. APPLY 0 FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: 02 10/18/18 Permit NAME OF RECEIVING WATERS: STRAWBERRY CREEK THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE PETROLEUM PRODUCTS 03 11/20/18 Permit DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR 04 12/10/18 Permit BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM NON -STORM WATER DISCHARGES CONTROLS CONTROLS ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE 05 01/02/19 Permit SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND MUST BE REMOVED UPON FINAL STABILIZATION. ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. * IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES TURBIDITY CAUSED BY STORM WATER RUN OFF. DRAWING NO. C-540 HAS BEEN TURBIDITY CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN. WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE FERTILIZERS * WATER FROM WATER LINE FLUSHING IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE., THE CONTRACTOR RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL * PAVEMENT WASH WATERS WH PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SEDIMENT BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. (MERE NO SPILLS OR LEAKS OF TOXIC OR TO "CONTRACTORS REQUIREMENTS" FOR A VERBAL DESCRIPTION OF THE AND EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY HAZARDOUS MATERIALS HAVE OCCURRED). CONTROLS THAT MAY BE IMPLEMENTED. REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT SEALABLE PLASTIC BIN TO AVOID SPILLS. *UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT EROSION AND SEDIMENT CONTROL PLAN AND AS REQUIRED TO (MEET THE SEDIMENT PAINTS BASIN PRIOR TO DISCHARGE. AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED REGULATORY AGENCIES. FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER STORM WATER MANAGEMENT SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' STORM WATER DRAINAGE WILL BE PROVIDED BY CURB AND GUTTER STORM SEWER, INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. Z CURB INLETS AND CATCH BASINS FOR THE DEVELOPED AREAS. AREAS WHICH ARE EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES CONTRACTORS CERTIFICATION w NOT DEVELOPED BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER CONCRETE TRUCKS Z GRADING IS COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 0.00 1. STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND ° ACRESt WILL HAVE BEEN REGRADED WHERE PRACTICAL, THE TEMPORARY DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE Z LIMITATIONS: DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. ELIMINATION SYSTEM (NPDESPERMIT THAT LU SEDIMENT BASIN WILL BE IN THE LOCATION OF THE PERMANENT RETENTION BASIN. A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. WATER DISCHARGES ASSOCIATED WITH NDUSTRIALOACTIVITY FROMTHEWHEN ED FROM AREAS ARE STABILIZED, THE ACCUMULATED SEDIMENT WILL BE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. O � REMOVED FROM SEDIMENT BASIN, AND THE AREAS ON THE SIDE OF THE BASIN WILL BE PLANTED WITH VEGETATION. THE WET DETENTION SYSTEM IS DESIGNED CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. SPILL CONTROL PRACTICES (n ° WITH A 21 DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. (>3 Q D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW O REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE DEWATERING N D DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 0 co = NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR ~ BALES TO INSURE AGAINST WASHOUT. PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION O M MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE J N CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, N 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS) THE THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP _ o_ DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE � C } FOLLOWING LIMITATIONS SUPPLIES. CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE Q A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE V o D B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT BELOW THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR 0- m .� Q IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST U U o CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE, Z3 '+-� (B m' 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE N t� m BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH J 4-J U REFER TO "CONTRACTORS REQUIREMENTS" FOR THE TIMING OF CONTROL/MEASURES. ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUND WATER EXCEEDS THE C Q SPECIFICALLY FOR THIS PURPOSE. CERTIFICATION OF COMPLIANCE WITH SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY � LO C 00 FEDERAL, STATE AND LOCAL REGULATIONS 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- OTHER CONTROLS ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE C0 ca D FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE EFFLUENT (GROUND WATER) TO SURFACE WATERS OF THE STATE. � I 0 z GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL m Q IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE WASTE DISPOSAL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM -� M = LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL CONTACT WITH A HAZARDOUS SUBSTANCE. (D n/ `a HAVE BEEN OBTAINED. LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO WASTE MATERIALS 1.1� z RECONCENTRATE AFTER RELEASE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE V g ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE Q L D.E.P. DREDGE/FILL PERMIT # 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL SIZE OF THE SPILL.(n r0 MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE d - w C.O.E. DREDGE/FILL PERMIT # STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF S.J.R.W.M.D. M.S.S.W. PERMIT # THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO COLLECTION FACILITY. STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP J CITY OF JACKSONVILLE DEVELOPMENT PERMIT # THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL WHAT 0 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. SUPERINTENDENT THE INDIVIDUAL WHO MANAGES THE DAY -TO DAY SITE c0 w Q m U z z ° U ° U a X SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE m POLLUTION PREVENTION PLAN CERTIFICATIONFOLLOWED. z THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH ANOPERATIONS, EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF SUB -CONTRACTOR WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO -n ° I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT HAZARDOUS WASTE WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN OF SEDIMENTS. INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL APPLICABLE, IN THE OFFICE TRAILER ONSITE. THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, MAY CONTRIBUTE SEDIMENT TO THE INLET. THAT THESE PRACTICES ARE FOLLOWED. TRUE, ACCURATE, AND COMPLETE. 1 AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND SANITARY WASTE RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED LATER COMPETE WITH THE PERMANENT GRASSING. AVD DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL R�=GULATONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. TITLE: 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT CORPORATE OFFICER, GENERAL PARTNER, PROPRIETOR, FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL OFFSITE VEHICLE TRACKING EXECUTIVE OFFICEP, OR RANKING ELECTED OFFICIAL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE SIGNATURE BUSINESS NAME AND ADDRESS OF CONTRACTOR & ALL SUBS RESPONSIBLE FOR/DUTIES GENERAL CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB-CONTRACT&V Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Plan t- MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE o DATE: ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE Sheet Number CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. W Z C-541 Z ¢ LL - a. O F- 0 0 z w ZW w W w XU CL z O W I= z O 0 z k Q ¢ Z 3 O P LJ a O V) N Z VA w 2 Z)w 0O wz C�w LU o� F- O wF- rr� <0 0 z� �~ ❑ <. a ❑ <z Z 00 UJ w ❑ F- uS m CO F- w ❑ w m = F - ~O �z (7 J _Z Q C0 ogLU Ua W w xU) w z= F U J � J _ ❑ F- ED Z (D ww 0a. ❑ aw 0, Y w m HLL 00 ❑F - Z Z Qw F- U =Z 00 �z a. w O U ry w W w (J) >(J) T w� �a W W 0 o0 w� a� wLLJ X w zQ 02 u> >- wz 0a J O z O U J U D N J 3 W W Y_ it a w O U U z O Z UJ 0 o w 3 i O V) J P• 3 0 w \J Y a V) O O w W W 0 O J W 3 0 N 3 w Y 0 O` w 0* 0 LL. W 4' D Cr W >x W U Z Q Z z J O z O U Fn w P Q O H Z M X D z ¢ M S U M 0 w O W W a w M 0 0 z O Q W J J O N > U N O O M O W W M 0 �zz O Z U � � w O �`� w Q ZO O U O a• 0 3 U LLJ Z z 0 m ¢ U O w O z (n W U J z a W p U ¢ � o J O z O U m ir iR W J D H J z M ix D z M U Q U O 0 W Ix D W x W U Q z z_ Q LTJ ir O LL. w M ix O Z O et• L. O N w Q a. g o a. v.. z z p O z 0 0 z z w O O Z LL.Q J fn W O WW U N QSCF�J amu- z d Z D a Q O m ZU' F L- Q Z= 0 (N Z fn Q p O Z F Z a w z 0 D z ¢ z 0 Q w m Q o w O O Q O M Ex O o W Z>- Z W Z d Z O O U O O N U ¢ O CK Z QQ zW w¢< w p F 0 a O Y Vd O> W Z �! 5J. OW w Q O W O O z w O z o a ZW w 0 U- L` Y Q La. I J0 3 W N Z �¢ O z(L Q w z J J p w 0 W N 0 a ,�WOLLJCXoro .OQa� w �a�¢>-Xp wwzo J w )- C9 p Q. m 0 w Z a- } Z w w d Q W ¢ J O O M M li O w X Ix W3 a0 N Z O U N C W N W O � LL - O 0 � ¢ Z Z H W W N Q U } W O O m O }O O w ZQ Z O F z 0 w w ►+- W Z F= Z Q F m a a o r o w << m O Z M Q U U W O¢¢ D U w 0 v � _Q¢aLn�c�cnQaa cn o I I LJ L;i 0 0 m m z � 0 O Q O z U- J o w o O a Z F - z w Li U Z J Z Z O ~ m z U z M j ot Z O Q CL 0 0 UJ w UJ OU 0 d x Z¢ N O 0 O W 3 F � m 0 U Q Q U W m N 0 O N N N w J g m V N 0 LL - 0 M m O w W LTJ UJ a a a a w ~ m Z m Z M O OR LL 0 Z Q M O H U- W Z 0 O W F � 0 0 U w oar• LL � U O W U Z 5n -z W ao m r ~ � ZQ � W O 0 F - z w Z N w ¢ N m LL O a W Z Z W W Z N � LA- m W 0 > � V � m J Q U � Q Y � W w � 0 a �i?w3Q � m W U_ �• ¢ W W W Vi J U W Qvwi¢a� O N W W O J J � � � � w W ® W � � a w L�+ L` N U � Z 0 0 W Q O � W Q NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA's NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Oo N O �_ N C M � i� J C O N "d .> N C � O M �n U O O � O do .� oNN tl� CY) LL 07 C L4-1 O Z N � Q a� U Q1 4-- L (f) O C N Co Lf) C pp NCO Z LO CO z O N a DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 3 w Y 0 O` w 0* 0 LL. W 4' D Cr W >x W U Z Q Z z J O z O U Fn w P Q O H Z M X D z ¢ M S U M 0 w O W W a w M 0 0 z O Q W J J O N > U N O O M O W W M 0 �zz O Z U � � w O �`� w Q ZO O U O a• 0 3 U LLJ Z z 0 m ¢ U O w O z (n W U J z a W p U ¢ � o J O z O U m ir iR W J D H J z M ix D z M U Q U O 0 W Ix D W x W U Q z z_ Q LTJ ir O LL. w M ix O Z O et• L. O N w Q a. g o a. v.. z z p O z 0 0 z z w O O Z LL.Q J fn W O WW U N QSCF�J amu- z d Z D a Q O m ZU' F L- Q Z= 0 (N Z fn Q p O Z F Z a w z 0 D z ¢ z 0 Q w m Q o w O O Q O M Ex O o W Z>- Z W Z d Z O O U O O N U ¢ O CK Z QQ zW w¢< w p F 0 a O Y Vd O> W Z �! 5J. OW w Q O W O O z w O z o a ZW w 0 U- L` Y Q La. I J0 3 W N Z �¢ O z(L Q w z J J p w 0 W N 0 a ,�WOLLJCXoro .OQa� w �a�¢>-Xp wwzo J w )- C9 p Q. m 0 w Z a- } Z w w d Q W ¢ J O O M M li O w X Ix W3 a0 N Z O U N C W N W O � LL - O 0 � ¢ Z Z H W W N Q U } W O O m O }O O w ZQ Z O F z 0 w w ►+- W Z F= Z Q F m a a o r o w << m O Z M Q U U W O¢¢ D U w 0 v � _Q¢aLn�c�cnQaa cn o I I LJ L;i 0 0 m m z � 0 O Q O z U- J o w o O a Z F - z w Li U Z J Z Z O ~ m z U z M j ot Z O Q CL 0 0 UJ w UJ OU 0 d x Z¢ N O 0 O W 3 F � m 0 U Q Q U W m N 0 O N N N w J g m V N 0 LL - 0 M m O w W LTJ UJ a a a a w ~ m Z m Z M O OR LL 0 Z Q M O H U- W Z 0 O W F � 0 0 U w oar• LL � U O W U Z 5n -z W ao m r ~ � ZQ � W O 0 F - z w Z N w ¢ N m LL O a W Z Z W W Z N � LA- m W 0 > � V � m J Q U � Q Y � W w � 0 a �i?w3Q � m W U_ �• ¢ W W W Vi J U W Qvwi¢a� O N W W O J J � � � � w W ® W � � a w L�+ L` N U � Z 0 0 W Q O � W Q NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA's NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Oo N O �_ N C M � i� J C O N "d .> N C � O M �n U O O � O do .� oNN tl� CY) LL 07 C L4-1 O Z N � Q a� U Q1 4-- L (f) O C N Co Lf) C pp NCO Z LO CO z O N a DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 J O z O U m ir iR W J D H J z M ix D z M U Q U O 0 W Ix D W x W U Q z z_ Q LTJ ir O LL. w M ix O Z O et• L. O N w Q a. g o a. v.. z z p O z 0 0 z z w O O Z LL.Q J fn W O WW U N QSCF�J amu- z d Z D a Q O m ZU' F L- Q Z= 0 (N Z fn Q p O Z F Z a w z 0 D z ¢ z 0 Q w m Q o w O O Q O M Ex O o W Z>- Z W Z d Z O O U O O N U ¢ O CK Z QQ zW w¢< w p F 0 a O Y Vd O> W Z �! 5J. OW w Q O W O O z w O z o a ZW w 0 U- L` Y Q La. I J0 3 W N Z �¢ O z(L Q w z J J p w 0 W N 0 a ,�WOLLJCXoro .OQa� w �a�¢>-Xp wwzo J w )- C9 p Q. m 0 w Z a- } Z w w d Q W ¢ J O O M M li O w X Ix W3 a0 N Z O U N C W N W O � LL - O 0 � ¢ Z Z H W W N Q U } W O O m O }O O w ZQ Z O F z 0 w w ►+- W Z F= Z Q F m a a o r o w << m O Z M Q U U W O¢¢ D U w 0 v � _Q¢aLn�c�cnQaa cn o I I LJ L;i 0 0 m m z � 0 O Q O z U- J o w o O a Z F - z w Li U Z J Z Z O ~ m z U z M j ot Z O Q CL 0 0 UJ w UJ OU 0 d x Z¢ N O 0 O W 3 F � m 0 U Q Q U W m N 0 O N N N w J g m V N 0 LL - 0 M m O w W LTJ UJ a a a a w ~ m Z m Z M O OR LL 0 Z Q M O H U- W Z 0 O W F � 0 0 U w oar• LL � U O W U Z 5n -z W ao m r ~ � ZQ � W O 0 F - z w Z N w ¢ N m LL O a W Z Z W W Z N � LA- m W 0 > � V � m J Q U � Q Y � W w � 0 a �i?w3Q � m W U_ �• ¢ W W W Vi J U W Qvwi¢a� O N W W O J J � � � � w W ® W � � a w L�+ L` N U � Z 0 0 W Q O � W Q NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA's NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Oo N O �_ N C M � i� J C O N "d .> N C � O M �n U O O � O do .� oNN tl� CY) LL 07 C L4-1 O Z N � Q a� U Q1 4-- L (f) O C N Co Lf) C pp NCO Z LO CO z O N a DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 I I LJ L;i 0 0 m m z � 0 O Q O z U- J o w o O a Z F - z w Li U Z J Z Z O ~ m z U z M j ot Z O Q CL 0 0 UJ w UJ OU 0 d x Z¢ N O 0 O W 3 F � m 0 U Q Q U W m N 0 O N N N w J g m V N 0 LL - 0 M m O w W LTJ UJ a a a a w ~ m Z m Z M O OR LL 0 Z Q M O H U- W Z 0 O W F � 0 0 U w oar• LL � U O W U Z 5n -z W ao m r ~ � ZQ � W O 0 F - z w Z N w ¢ N m LL O a W Z Z W W Z N � LA- m W 0 > � V � m J Q U � Q Y � W w � 0 a �i?w3Q � m W U_ �• ¢ W W W Vi J U W Qvwi¢a� O N W W O J J � � � � w W ® W � � a w L�+ L` N U � Z 0 0 W Q O � W Q NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA's NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Oo N O �_ N C M � i� J C O N "d .> N C � O M �n U O O � O do .� oNN tl� CY) LL 07 C L4-1 O Z N � Q a� U Q1 4-- L (f) O C N Co Lf) C pp NCO Z LO CO z O N a DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 LL 0 Z Q M O H U- W Z 0 O W F � 0 0 U w oar• LL � U O W U Z 5n -z W ao m r ~ � ZQ � W O 0 F - z w Z N w ¢ N m LL O a W Z Z W W Z N � LA- m W 0 > � V � m J Q U � Q Y � W w � 0 a �i?w3Q � m W U_ �• ¢ W W W Vi J U W Qvwi¢a� O N W W O J J � � � � w W ® W � � a w L�+ L` N U � Z 0 0 W Q O � W Q NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA's NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Oo N O �_ N C M � i� J C O N "d .> N C � O M �n U O O � O do .� oNN tl� CY) LL 07 C L4-1 O Z N � Q a� U Q1 4-- L (f) O C N Co Lf) C pp NCO Z LO CO z O N a DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 > � V � m J Q U � Q Y � W w � 0 a �i?w3Q � m W U_ �• ¢ W W W Vi J U W Qvwi¢a� O N W W O J J � � � � w W ® W � � a w L�+ L` N U � Z 0 0 W Q O � W Q NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA's NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Oo N O �_ N C M � i� J C O N "d .> N C � O M �n U O O � O do .� oNN tl� CY) LL 07 C L4-1 O Z N � Q a� U Q1 4-- L (f) O C N Co Lf) C pp NCO Z LO CO z O N a DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA's NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. Oo N O �_ N C M � i� J C O N "d .> N C � O M �n U O O � O do .� oNN tl� CY) LL 07 C L4-1 O Z N � Q a� U Q1 4-- L (f) O C N Co Lf) C pp NCO Z LO CO z O N a DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 DA * No. 63071 OF 4: NA T, 11 Kyle F. Davis, P.E. FL Reg. 63071 REVISIONS > No. Date Revision 01 07/05/18 COAB 1 02 10!18!18 Permit 03 11/20/18 Permit 04 12/10/18 Permit 05 01/02!19 Permit LL r/ O c O J O) L (f3 c W C N rn O Q O L co � N � N > CO � J O M -CZ-1 CU � U U (t3 m � U Q -6� 00 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 Project Number 18-0127 Sheet Name Stormwater Pollution Prevention Forms Sheet Number C-542 e� 6SINGLE OR MULTI -TRUNKED TREE ATER BAG IF NO AUTOMATIC IRRIGATION IF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & 3/4' STRAP THROUGH 3/4' WIR ALL NYLON STRING, STRAPS, & PLASTIC WRAP CINCH BUCKLE TENSIONED OOD SCREW TIGHT OVER 2X4 WOOD PTIONAL TEMP. MULCH DAM BOARD (LENGTH EQUAL TO AROUND ROOTBAL (NO SOIL) ROOTBALL DIAMETER) TOP OF ROOTBALL 2' TOP OF ROOTBALL 2' 3' MULCH ABOVE BACKFILL ABOVE BACKFILL-\ SOIL ❑R ST❑CKPILED❑LIMEROCK CONDITIONERIL FREE SAND REE TOPSOIL) 6. EXISTING LIMEROCK-FREE SOIL OR ---YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 3/4' WIDE POLYESTER STRAP I y° I 2 - 2X2 PINE ❑R STEEL U -CHANNEL FENCE WITH BLACK PLASTIC I POST ANCHOR STAKE (ONE ON EACH SIDE OF OR METAL TOGGLE - 2 OR ROOTBALL (ANCHOR SYSTEM 1) 4 PER TREE E` (ANCHOR SYSTEM 2) 111 TRIINK WRAPPED W/20 LAYERS OF BURLAP ER WOOD PADS SECURED WITH TWINE 4'X18' WOOD PAD SECURED METAL STRAPS N❑T PENETRATE NAILS 0 TRUNCK ;4' WOOD BRACE NAILED TO D AND STAKE (3 EA. PALM) MULCH BE PLACED 1' BELOW GRADE 3' TEMPORARY BERM 2'X4'X30' WOOD STAKE 12' A3 SAND/COMPOST MIXTURE COMPACTED EXIST. SOIL -BACKFILL TREE PLANTING DETAIL NOT TO SCALE ANCHOR SYSTEM 2 3/4' WIDE POLYESTER STRAP WITH TOGGLE ANCHOR TENSION STRAPPING OVER 2X4 BOARD (1 OR 2 PER TREE) TRUNK M O O D �r -C � D rn r �Z N 00 v rn SCRUBBLES - PLANT LIST QTY SYM QTY DESCRIPTION SIZE SPACING NOTES* 6 11 0 QV QUERCUS VIRGINIANA "CATHEDRAL LIVE OAK" 10' X 3-4', 2" CAL;., 4' CT., MATCHED AS SHOWN N, FYN, FF, WW to fit actual as -built conditions on site and approved by the owner 6 O LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' X 10', 3 TRKS@ 2" CAL., , 6' CT, MATCHED AS SHOWN FYN, FF, WW, OHE owner or owners representative. 16 SAND 10. The CONTRACTOR shall estimate the depth of the planting hole SP SABAL PALMETTO "CABBAGE PALM" 8', 10',12' CT., 8" CAL MIN., FULL HEADS MATCHED AS SHOWN N, FYN, FF, WW hole shall be slightly shallower than this distance. No more than 2 to 3 71 ppo VO VIBURNUM ODORATISSUM "SWEET VIBURNUM" 360" X 24", FULL, MATCHED 36" OC. FYN, FF, WW the bottom and loosely compacted. If planting holes should fill with 32 water as it is dug, position the bottom of the root ball above the JP JUNIPERUS CONFERTA "PARSONS JUNIPER" 18" X 18", FULL, MATCHED 36" OC. N, FYN, FF, WW be used for compacted soil and wet sites. 173 11. The soil shall be freshly tilled and large clods of soil broken up. The FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 24" X 18", FULL, MATCHED 36" OC. N, FYN, FF, WW NORTH SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL *PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS 8, NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 1r817ELAW1?VR_0 VA *, TREES TO BE REMOVED QTY TREE SPECIES GREEN AREA PROV'D SF SIZE (INCHES) TOTAL 6 PALM variety with corresponding adjustment of contract price. 6 36 PLANTING NOTES 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevail in?ifsoil conditions, what lime/sulphur applications are needed (if any) and long-term survival of plant material 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. ANCHOR SYSTEM 1 2X2 PINE OR STEEL U -CHANNEL FENCE 6. All plants shall conform to the varieties indicated in the POST ANCHOR STAKE ONE ON EACH SIDE OF plant list. ROOTBALL (1 OR 2 PER TREE) P ROOTBALL TREE TRUNK BED WIDTH VARIES MPH) i r TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS SECURED WITH TWINE (3) 2'X4'X18' WOOD PAD SECURED W/ METAL STRAPS - DO NOT PENETRATE NAILS INTO TRUNK 30D BRACE NAILED TO STAKE (3 EA. PALM) IRARY BERM 3' MULCH TO BE PLACED V BELOW GRADE 2'X4'X30' WOOD STAKE 12' SOIL MIX 18' YARD SAND EDGE OF TREE PIT COMPACTED BACKFILL PALM TREE PLANTING DETAIL NOT TO SCALE SHRUBSHRUB PLANTING DETAIL application. Herbicides may be mechanically Incorporated by mixing In o top layer at a depth of 1-3 inches. NOT TO SCALE 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. LANDSCAPE REQUIREMENTS 7. Substitution of plant materials will not be permitted unless FRONTAGE/ AREA authorized in writing by the LANDSCAPE ARCHITECT. If proof is GREEN AREA PROV'D SF submitted that any plant specified in not obtainable, a proposal SHRUBS REQ'D will be considered for use of the nearest equivalent size or 18,950 SF variety with corresponding adjustment of contract price. 1865 8. Plant material locations and bed outlines shall be staked or Q flagged on site by the CONTRACTOR and shall be adjusted if required 1B to fit actual as -built conditions on site and approved by the owner Q J or owners representative. 53 9. All proposed tree planting locations shall be staked or flagged ❑NAL TEMP. MULCH DAM IND R❑OTBAL (NO S❑IL) before installation by the LANDSCAPE ARCHITECT and approved by the ULCH owner or owners representative. MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND 10. The CONTRACTOR shall estimate the depth of the planting hole STOCKPILED LIMEROCK FREE TOPSOIL) by measuring the distance between the point where the topmost root TING LIMEROCK-FREE SOIL OR emerges from the trunk and the bottom of the root ball. The planting .OW SAND (COMPACTED) hole shall be slightly shallower than this distance. No more than 2 to 3 DUALLY SPACED VERTICAL SPLICES inches of the root ball needs to be above the soil unless the site is ❑❑TBALL IS CONTAINER GROWN poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to z o the bottom and loosely compacted. If planting holes should fill with U � Q water as it is dug, position the bottom of the root ball above the 35 water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. �-- 11. The soil shall be freshly tilled and large clods of soil broken up. The N `n growing medium shall be settled and firm at the time of herbicide 4 - SHRUBSHRUB PLANTING DETAIL application. Herbicides may be mechanically Incorporated by mixing In o top layer at a depth of 1-3 inches. NOT TO SCALE 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. LANDSCAPE REQUIREMENTS PROPERTY FRONTAGE/ AREA GREEN AREA REQUIRED SF GREEN AREA PROV'D SF TREES REQ'D / SHADE REQ'D SHRUBS REQ'D INTERIOR VUA 18,950 SF 1895 1865 7 Q 1895 x .25 = 473/9 J Q J 00 °' 53 CD 0 J J STREET FRONTAGE N wr,) SOUTH 135 LF 1350 1414 3 135 x .75 = 10113 z o U � Q Cn Y Q 35 W N �-- ADJACENT PROPERTY N `n W om X Z NORTH 140 LF 700 646 3 EAST 140 LF 700 700 3 WEST 155 LF 775 765 3 TOTAL 5420 5390 19/10 88 17. Before fertilization a soil and/or foliar nutrient analysis shall be performed to determine whether phosphorus fertilizer with 30% slow release nitrogen will be required. All planting bed areas shall be fertilized approximately 4-6 weeks after installation. 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used as replacement after contaminated soil has been completely removed from planting area. 19. After sodding is completed, the entire side areas shall be watered by hand or irrigation system each day for two weeks. After approximately one month of installation, sodded areas shall then be top dressed with a 15-0-15 commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square feet of area in an evenly broad -case pattern. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre -emergent to all beds prior to planting. 21. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthX, free of insects and weeds, in naturally flourishing conditions. Dry, brl and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly broad case pattern. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes after tree is established. 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. 31. There will be special care to all existing trees to be retained on site to avoid construction damage. 32. An automatic irrigation system is to be provided and a shop drawing of the layout and design must be submitted to the governmental agency, for review and approval, prior to installation. 33. Irrigation system shall be fully automatic, providing 100% coverage to all planting areas, with all pop up heads in lawn area. 34. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or impacts. Shrub risers shall be minimum 2.5' from eop and all heads minimum 2' from buildings. 35. A double check backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted for review and approval. 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. y�o 0 U Z 0 ., • z z� 00 Q z J Q J 00 °' CD 0 J J N wr,) -- 0 W Ld J = z o U � Q Cn Y Q O W N �-- Q 0 N `n W om X Z zo <C Q 15.0 15.0,\,\ 3 14.0 111 1" 1 " Valve Callout Valve Number �- Valve Flow #" Valve Size IRRIGATION SCHEDULE SYMBOL 13 5YM BO L SYMBOL IS MAN UFACTUKER/MODEL Two Rain Bird 1 401 bubbler MAN UFACTURER/MODEUDESCRIPTION Rain Bird 181 2 with GFH Irrigation Products GDFN Rain Bird PC Single Outlet, PC Drip Emitter Area to Receive Dripllne Rain Bird XFD-09- 1 2 XFD On -Surface Pressure Compensating Landscape Dripllne. 03G l-1 emitters at 12.0" O.C. Dripllne laterals spaced at I G.0" apart, with emitters offset for triangular pattern. UV Resistant. Install dripline on both sides of plant material. Stake dripline every 10' with G" dripline stakes. MAN UFACTURER/MODEL/DE5CPIPTION Rain Bird 10011V in 10" Valve box. Install a I " PVC ball valve and Rain Bird FRB-QKCi1K- 100 in lumbo valve box prior to group of valves. Wilkins 975XL I " Backflow Preventer Water Meter 4" QTY 11x2 APC P51 GPM RADIUS PRECIP, 3GC 3C 0.50 1' NA QTY P"PIE CIP. 8 29x2 NA 21200 s.f. 1. 1 "/hr W-4 3 Irrigation Lateral Line: PVC Class I GO 1 ,000 1. f. Irrigation Mainline: FVC 1- 114" Schedule 40 20 Lf. Pipe Sleeve: PVC Schedule 40 Extend sleeves 18 inches beyond edges of paving or construction. IRRIGATION CONTRACTOR 511ALL BE RESPONSIBLE FOR THEIR OWN TAKE OFF WATERING SCHEDULE ALL IRRIGATI❑N IS LOW WATER USE NO WATERING TO TAKE PLACE BETWEEN THE HOURS OF 10:OOAM - 4:OOPM Crawford irrigationDesign, Inc. IRRIGATI❑N DESIGN AND C❑NSULTATI❑N SERVICES Edgewater, Florida EMAILI cld@atlantic,net Tell (386) 424-0027 3. Risers: sch. 80 PVC, gray C. Fittings: 1. Schedule 40 PVC. END OF SECTION D. Sleeving: 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge. 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of si=e and type indicated on Drawings. B. Control wire shall be UL listed, single conductor direct burial sl Ce 14. Use 3M-DBY for all wire splices. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawings. B. Automatic Controller: 1. Make and model shown on Drawings. 2.5 VALVE ACCESSORIES: A. Valve Boxes: 1. Ametek or Brooks heavy duty valve box with locking lid or Landscape Architect approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of Valves. INSTALL TOP OF VALVE A MAXIMUM OF 15" FROM FINISHED GRADE. 1. LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE DRIPLINE LATERAL TUBING AIRIVACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT ZONE VALVE INSTALLATION DETAIL SCALE: NTS SLEEVING ROUGH -IN DETAIL SCALE:NTS WIRING TO CONTROLLER❑ PROVIDE EXPANSION COILS VALVE BOX MOUNTED AT GRADECUSE EXTENSION IF NECESSARY ZONE VALVE 1 CF. GRAVEL SUMP AND BASE TAPE OPEN AREAS AS NECESSARY TO PREVENT SILTATION. PIPING TO ZONE ' PIPE END AND STAKE STUB -UP iK BACK OF CURB _R PIPE STUBBED UP E END OF SLEEVE An P\/r CI cR/c enc - o1 nu U Z 0 .. Z00 • Z� Q Z Q 00 J J rn W 0 0 J J �- N = W rN 2 � J U W J i- > = z U 0 � Y U • Q Q W N W Q N F- U `n W X o m Z Qo Q J m ®®®6666®000 .1 ® S 0. jl ®®�- 0 ) Do ® m A 9 O ® STATE OF 0 ®9 F1OR IDP �� Q O ® �SICAPE PR ®®®� -0 L, 11.13.18 = UNDERGROUND IRRIGATION SPECIFICATIONS Q C/) MAR (2ND 1.0 GENERAL NOV ( 1ST SUNDAY) - W 1.1 SUMMARY: Includes but not limited to: 3:0 EXECUTION: NOV ( A. Furnishing and installing sprinkler system as described in Contract Documents complete with MAR (2ND SUNDAY) ZONE accessories necessary for proper functioning. 3.1 PREPARATION: DAYS 1.2 SYSTEM DESCRIPTION: A. 1. Protection: Work of others damaged by this Section during course of its work shall be replaced or repaired MINUTES A. Design Requirements: 15,0 by original installer at this Section's expense. 1,1`/hr, 1. Layout of Irrigation Heads: F - 40 MIN TUES - a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as 3.2 INSTALLATION: LOW is required to achieve full, even coverage without spraying onto buildings, sidewalks, A. Trenching and Backfilling: - 40 MIN fences, etc. 1. Over -excavate trenches by two (2") inches and bring back to indicated depth by filling with fine, - 14.0 1.3 ❑ UALITY ASSURANCE: 2. rock -free soil or sand. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In F A. Regulatory Requirements: 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable TUES - no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. B. Installation of Plastic Pipe: state or local laws. Nothing in Contract Documents is to be construed to permit work not 1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by conforming to these codes. Manufacturer. B. Pre -Installation Conference: 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements 2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18") inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches prior to commencing work of this Section. based on finish grade C. System Adjustments: 1. Minor adjustments in system will be permitted to avoid existing fixed obstructions. 3. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads immediately adjacent to mowing strips, walks or curbs shall be one (1") inch below top of 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be mowing strip, walk or curb and have a minimum of one (1") inch clearance between head and with landscape area. Mainline, laterals and valves to be installed as far away from existing and mowing strip, walk or curb. new specimen trees as possible. D. 1. Documentation and submittal of actual water supply performance prior to commencing installation. 4. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain approval of Landscape Architect prior to proceeding with work. 1.4 SUBMITTALS: 5. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will � A. Record Drawings: result. 6. Make solvent weld joints in the following manner: O 1. Prepare an accurate as -built drawing as installation proceeds to be submitted prior to final a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to inspection. Drawing shall include: each. 0-% a. Detail and dimension changes made during construction. b. Apply uniform coat of 711 solvent to outside of pipe. O> b. Significant details and dimensions not shown in original Bidding Documents. c. Apply solvent to fitting in similar manner. 0 2. Maintain, at job site, one copy of Contract Documents (as defined in General Conditions) and d. Reapply a light coat of solvent to pipe and quickly insert into fitting. r r3. relevant shop drawings. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe is inserted to full depth of fitting - -0 r -{ the Landscape Architect and Owner. 4. As -built drawing shall be clearly drawn. socket. f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint. D g. Wipe off solvent appearing on outer shoulder of fitting. -0 r 5 . Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the Z 6. Final payment for system will not be authorijBd until accurate and complete submittals are inside of pipe. 3 D delivered to the Landscape Architect. B. Instruction Manual: i. Allow joints to set at least 24 hours before applying ressure to PVC pipe. 1 p N Z 1. Provide instruction manual which lists complete instructions for system operation and 7. Tape threaded connection with teflon tape. C. Control Valves and Controller: maintenance. 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations OD 0 1.5 PRODUCT STORAGE: and according to applicable electrical code. A. During construction and storage, protect materials from damage and prolonged exposure to sunlight. 2. Install valves in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at finish grade. 1.6 WARRANTY: 3. Install remote control valves in valve boxes positioned over valve so all parts of valve can be m A. Standard one (1) year warranty stipulated in General Conditions shall include: reached for service. Set cover of valve box even with finish grade. 4. Install all valve boxes over nine (9") inches of gravel for drainage. 1. Completed system including parts and labor. D. Sprinkler Heads: 2. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches 1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush for one (1) year following final acceptance. out system. 3. System adjustment to supply proper coverage to areas to receive water. 2. Set sprinkler heads perpendicular to finish grade. 1.7 MAINTENANCE: 3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade. A. Extra Materials: 1. In addition to installed system, furnish Owner with the following items at close-out: E. Dripline: 1. Install 12" pop up spray with blank no_Ae next to drip ,one control valve for ane operation indicator a. Two sprinkler head bodies of each siCe and type. 2. Stake dripline every 6' with dripline tie down stakes. 3. Install flush valve in 6" valve box in each drip area. b. Two nozAes for each siC-o and type. c. Two adjusting keys for each sprinkler head cover type. 3.3 ADJUSTMENT AND CLEANING: 2.0 PRODUCTS: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no 2.1 PIPE, PIPE FITTINGS, AND CONNECTIONS: additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. A. Pipe shall be continuously and permanently marked with Manufacturer's name, sig, schedule, type, C. Adjust watering time of valves to provide proper amounts of water to all plants. and working pressure. B. Pipe: 1. Pressure Lines: as indicated on plans. 3.4 DEMONSTRATION: A. After system is installed and approved, instruct Owners Representative in complete operation and 2. Lateral Lines: as indicated on plans. maintenance. ALL IRRIGATI❑N IS LOW WATER USE NO WATERING TO TAKE PLACE BETWEEN THE HOURS OF 10:OOAM - 4:OOPM Crawford irrigationDesign, Inc. IRRIGATI❑N DESIGN AND C❑NSULTATI❑N SERVICES Edgewater, Florida EMAILI cld@atlantic,net Tell (386) 424-0027 3. Risers: sch. 80 PVC, gray C. Fittings: 1. Schedule 40 PVC. END OF SECTION D. Sleeving: 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge. 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of si=e and type indicated on Drawings. B. Control wire shall be UL listed, single conductor direct burial sl Ce 14. Use 3M-DBY for all wire splices. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawings. B. Automatic Controller: 1. Make and model shown on Drawings. 2.5 VALVE ACCESSORIES: A. Valve Boxes: 1. Ametek or Brooks heavy duty valve box with locking lid or Landscape Architect approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of Valves. INSTALL TOP OF VALVE A MAXIMUM OF 15" FROM FINISHED GRADE. 1. LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE DRIPLINE LATERAL TUBING AIRIVACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT ZONE VALVE INSTALLATION DETAIL SCALE: NTS SLEEVING ROUGH -IN DETAIL SCALE:NTS WIRING TO CONTROLLER❑ PROVIDE EXPANSION COILS VALVE BOX MOUNTED AT GRADECUSE EXTENSION IF NECESSARY ZONE VALVE 1 CF. GRAVEL SUMP AND BASE TAPE OPEN AREAS AS NECESSARY TO PREVENT SILTATION. PIPING TO ZONE ' PIPE END AND STAKE STUB -UP iK BACK OF CURB _R PIPE STUBBED UP E END OF SLEEVE An P\/r CI cR/c enc - o1 nu U Z 0 .. Z00 • Z� Q Z Q 00 J J rn W 0 0 J J �- N = W rN 2 � J U W J i- > = z U 0 � Y U • Q Q W N W Q N F- U `n W X o m Z Qo Q J m ®®®6666®000 .1 ® S 0. jl ®®�- 0 ) Do ® m A 9 O ® STATE OF 0 ®9 F1OR IDP �� Q O ® �SICAPE PR ®®®� -0 L, 11.13.18 = Q C/) MAR (2ND SUNDAY) - NOV ( 1ST SUNDAY) - W WATER 0 NOV ( 1ST SUNDAY) MAR (2ND SUNDAY) ZONE GPM USE PRECIP, RATE DAYS - MINUTES DAYS - MINUTES 1 15,0 LOW 1,1`/hr, TUES / F - 40 MIN TUES - 40 MIN 2 15.0 LOW 1,1"/hr TUES / F - 40 MIN TUES - 40 MIN 3 - 14.0 LOW 1,1"/hr, TUES / F - 40 MIN TUES - 40 MIN ALL IRRIGATI❑N IS LOW WATER USE NO WATERING TO TAKE PLACE BETWEEN THE HOURS OF 10:OOAM - 4:OOPM Crawford irrigationDesign, Inc. IRRIGATI❑N DESIGN AND C❑NSULTATI❑N SERVICES Edgewater, Florida EMAILI cld@atlantic,net Tell (386) 424-0027 3. Risers: sch. 80 PVC, gray C. Fittings: 1. Schedule 40 PVC. END OF SECTION D. Sleeving: 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge. 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of si=e and type indicated on Drawings. B. Control wire shall be UL listed, single conductor direct burial sl Ce 14. Use 3M-DBY for all wire splices. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawings. B. Automatic Controller: 1. Make and model shown on Drawings. 2.5 VALVE ACCESSORIES: A. Valve Boxes: 1. Ametek or Brooks heavy duty valve box with locking lid or Landscape Architect approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of Valves. INSTALL TOP OF VALVE A MAXIMUM OF 15" FROM FINISHED GRADE. 1. LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE DRIPLINE LATERAL TUBING AIRIVACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT ZONE VALVE INSTALLATION DETAIL SCALE: NTS SLEEVING ROUGH -IN DETAIL SCALE:NTS WIRING TO CONTROLLER❑ PROVIDE EXPANSION COILS VALVE BOX MOUNTED AT GRADECUSE EXTENSION IF NECESSARY ZONE VALVE 1 CF. GRAVEL SUMP AND BASE TAPE OPEN AREAS AS NECESSARY TO PREVENT SILTATION. PIPING TO ZONE ' PIPE END AND STAKE STUB -UP iK BACK OF CURB _R PIPE STUBBED UP E END OF SLEEVE An P\/r CI cR/c enc - o1 nu U Z 0 .. Z00 • Z� Q Z Q 00 J J rn W 0 0 J J �- N = W rN 2 � J U W J i- > = z U 0 � Y U • Q Q W N W Q N F- U `n W X o m Z Qo Q J m ®®®6666®000 .1 ® S 0. jl ®®�- 0 ) Do ® m A 9 O ® STATE OF 0 ®9 F1OR IDP �� Q O ® �SICAPE PR ®®®� -0 L, 11.13.18 = Q C/) o Q F- W 0 LLILI ILL U 0 v J Q LL1 i m J W Im p U M I F_ ::) Lv Z U IRRIGATION PLAN 07.19.18 © JANET 0. WHITMILL R.L.A.,INC. Copyright, Janet O. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. N w 0 Z Lv Z O O U H 3::O a, LLJ U w w J W O Q ry Z 11111111 JOB NO. 27417 DRAWN: D H M CHECKED: JIOw SCALE:1 "-16' - 0" R 1 DRAWING NO. ,_, 0 w m 0 0 w a 0 0 0 UZ W X 0 ix W W mK o� �o z W QZ) 0 Z-9 _ o� z4 aUJ z W � W m �0 Uiz I zd �_ W U) 0Q W J Cf)LL W W �m z W U) J __J 05 �m �z 0 aW 00 aW IX V W Hm LL 00 aW <W =z 00 �U }Z W oG W �Q uJ W WU) �W W(If U) CL LU W �D U)_r W h W W W XZ ZQ (9� W Z 0a 0 ••0 Building and Parking Lot Renovation Scrabbles Car Wash Owner Name Street address City, State Zip Code Phone Number 835 Atlantic Blvd. Atlantic Beach, Florida 32233 Civil Engineer Baker Design Build 219 N. Newnan Street Jacksonville, FL 32202 Ph: 904/356-8520 Fx: 904/559-2678 Surveyor Boatwright Land Surveyors, Inc. 1500 Roberts Drive Jacksonville Beach, Florida Zip Code Ph: 904/241-8550 Architect Doherty Sommers Architects Engineers, Inc. 370 15th Ave. S., Units A & B Jacksonville Beach, Florida 32250 Ph: 904/249-0698 Landscape Architect Janet O. Whitmill, RLA, Inc. PO Box 5212 Jacksonville, FL 32247 Ph:904/398-7688 Vicinity Map C C-000 C-001 C-010 C-110 C-510 C-520 C-521 C-540 C Atlar a GENERAL PROJECT INFCR 11_kTi"�.01N Sheet Index Cover Sheet General Site Notes Demolition and Sediment & Erosion Control Plan Site Geometry Plan Site Details JEA Std. Water Main Details JEA Std. Sanitary Sewer Details Sediment & Erosion Control Details PSD Number City or Private Inspection Public or Private Roads Subdivision ("911 ") Disk Provided? NON -SUBDIVISION North American Industry Classification System (NAICS) Impervious Area (Sq. Ft.) CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SIF Know what's below. 0111 before Vu,dlig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. �t1tJ1� ii11 q �� o M � T • /�•. e. OR BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 O4-0 Z > O QC rY O J a� C co L) coW c� 0 J Mm m W M C CIL CI V O W 0- M co � N > M O :3 J m - QU U C 0 Q CO co CU co Project Number 18-0065 Sheet Name Cover Sheet Sheet Number C-000 N O co C J O N C N O Y cB U � tB Coco 0) � *-1 0 (0 O N M .0 � O Z C CN M Q �U 4 �o C N N U-) C CO Cfl NLO Z M 0)0) _zo N n' �t1tJ1� ii11 q �� o M � T • /�•. e. OR BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 O4-0 Z > O QC rY O J a� C co L) coW c� 0 J Mm m W M C CIL CI V O W 0- M co � N > M O :3 J m - QU U C 0 Q CO co CU co Project Number 18-0065 Sheet Name Cover Sheet Sheet Number C-000 r. 0 w U) 0 0 w CL 0 0 0 LLJ D LU Oz W0 CYz ww m� o� �o z LIJ� ¢� oa Z z Q oUj W z� �W aW UJ 0 =m 0 Z 0 w LU Z 0 w a w 0 0 a c� a ii 0 0 w w LU W w U) UJ a x w W LU z 0 F5 w 0 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE 3 SECTIONS OF "CITY STANDARD ANDSPECIFICATIONS LL CURRENTFOR CITYCOSTANDACITY RD DETAILS.NTIC BEACH, FLORIDA", (LATEST REVISION) 3 2. SOIL BORINGS NOT PROVIDED. 3. THIS PROPERTY LIES PARTIALLY WITHIN FLOOD ZONE "X" ACCORDING TO FEMA COMMUNITY PANEL NO. 12031 CO408H. 4. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF AND THIE FLORIDA TRENCH SAFETYCOSTS SAOTI MTED UST BIEHINC�UDEDININ WITH OSHA REGULATIONS A CONTRACTORS BID. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUBSURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS WITHINTOTHAID PROJECT RESOLVING POSSIBLE RECORD FU UREEXISTING COMPLAIN SCONDITIONS THAT MAY OCCUR CONSTRUCTION, A DUE TO THE CONSTRUCTION OF THE PROJECT. 6. IT SHALL BE THE CONTRACTOR'SGEOTECHNICAL ITY TO EITHER CONDUCT ANY FIELD ASS STANCE REQUIRED TO ESTIMATE THE EXPLORATION OR ACQUIRE ANY AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF-SITE BORROW THAT WILL BE REQUIRED. 7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. IF THE WORK IS IN PUBLIC RIGHT -HE CITYF-WAY OR OF ATLANTICABEACHT,ANDECONTRACTOR'S ONE ASSOCIA ED GOVERNMENT RWARRANTY AGENC ES. SHALL EXTEND TO T 8. ELEVATIONS ARE BASED ON NGVD 1929 DATUM. 9. TOPOGRAPHIC INFORMATION PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC. 10. BOUNDARY INFORMATION PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC. 11. FOR PAVEMENT AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON THE ENGINEERING SITE PLAN AGREES WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL PLAN. IF ANY DIMENSIONS INS ONSS ADJUSTED EPRIOR TO ARCHITECT,ENGINEER WITH CONSTRUCTION.ALL BE NOTIFIED AND .THE 12. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT ACCORDANCE WITHSTING CTY REQURREMENT ANDATORY TO THE MATERIAL TESTING AND SOILS TESTING IN A RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVESECONCRETE TESTING AND ALLLDING ®S AND IN ALL OTHER MATERIAL UTILITYTRENCHESLOCATED IN PAVEMENT AREAS, 13. THE CONTRACTOR SHALL BE RESPONSIBLE ENCOLUD�NG ACNTYGOF ALL ATLANTIC BEACH RIGHT-OF-WAY ITS AOFD--WAY INSURANCE REQUIRED FOR THE PROJECT PERMITS FOR WORK WITHIN CITY RIGHTS-OF-WAY OR EASEMENTS. TE 14. THE CONTRACTORAGENCIESL COORDINATE THE FOR MAINTENANCE OFRK TRAFFICN CITY OF AND METHODAOF CONSTRUCTION Y & WITH THE PROPER AGE REPAIR. 15. ALL EASEMENTS ARE TO BE CLEARED AND DRIVEABLE. 16. "AS -BUILT" DRAWINGS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STAT OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITE OCONTRACTOR'SBEACH RESPONSIBISTANDARDS LTY TO PROCESSTHESPECIFICATIONS AND SJRWMD REGULATIONS. IT IS TH ILT DRAWINGS FOR APPROVAL BY THE COAB. 17. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF AER PRIOR CONFLICT TO PROCEEDING R'THE WITH CONSTRUCTION. TEOSHALL NOTIFY THE ENGINEER AND OWN 18. ALL CLEARING AND GRUBBING REQUIRED FOR ALL PAVEMENT, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS PROJECT CONS DARTED AS PART OFAND THISGPROBECT. ING OF ALL RIGHTS-OF-WAY OR EASEMENTS SHALL 19. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY STANDARDSCORDANCEHALL WITH BEFILLED GEOTC GEOTECHNICAL INVESTIGATION LFILL REPORT�MPACTED AND TESTED IN AC 20. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, OFHTHE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINS 21. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY o CONTRACTOR. 22. ALL UNSUITABLE MATERIAL UNDER BUILDINGS, PAVEMENT OR UTILITIES SHALL BE REMOVED IN _ ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. Z 23. ALL UNSUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. a W LL = 24. EXCESS SUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 0 25. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 5 z 26. BURNING OF TREES, BRUSH AND OTHER MATERIAL IS PROHIBITED, U 27. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE D DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN FIELD VERIFIED. a THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY m OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS D PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO z THE ACUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER, AND ENGINEER OF THE cn DISCREPENCY. THIS DESCREPENCY SHOULD BE RESOLVED PRIOR TO CONSTRUCTION. THE oCONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING w UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL UJ DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF o MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. UJ U) 28. THE CONTRACTOR APPROVALALL SUBMIT PR PRIOR PURCHASE DRAWINGS ASE OR CONSTRUCTIONSTRUCTURES OFTOANYHE ENGINEER UTILITY PIPE OR a- FOR REVIEW A w STRUCTURE. ° 29. FOR ALL STANDARD DETAILS SEE CITY OF ATLANTIC BEACH OR FDOT STANDARD SPECIFICATIONS AND DETAILS, LATEST REVISION. w 30. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL B CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO } CONFORM WITH CURBS, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. GENERAL SITE NOTES 1. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AS SHOWN ON THE PLANS. 2. ALL DRAINAGE STRUCTURES SHALL HAVE TRAFFIC BEARING GRATES UNLESS NOTED OTHERWISE. 33. ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENT`. AND DRAINAGE RIGHT-OF-WAYS ARE TO BE FILTER -WRAPPED. 34. ALL INVERTS IN DRAINAGESTRUCTURES REDDI MIX CONC ET ��TH #57BRICK S , WITH ONELAYER OF MORTAR BETWEEN EACH LAYER OF BR CK 35. UNSUITABLE MATERIALS UNDER WATER, SEWER, ,STORM PROPERLY PIPE AND COMPACTED. STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED 36. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 37. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY UTILITY CONTRACTOR ATLANTIC LICENSED UNDER THEALL BE PROVISIONS ACCOMPLISHED BY AN UNDERGROUND U OF CHAPTER 489 FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP A COPY OF HIS CURRENT LICENSE AND QUALIFIERS WITH THE DESIGN ENGINEER PRIOR TO START OF AND THROUGHOUT CONSTRUCTION. 38. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL MANHOLES PRIOR TO THE PLACEMENT OF LIMEROCK BASTE COURSE. THIS SCHEDULE IS TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. 39. THESE PLANS INCLUDING THE POLLITION PREVENTION PLAN INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUATITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGES, AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 40. THE CONTRALTOR IS ASBLE OUTLINEDN T HE PLANS BEST EROSION AND SEDIMENT CONTROL PRACTICESSPECIFICATIONS AND THESJRWMD CRITERIA. 41. ARS WHER SEDIMESTHERENS POTENTIALT CONTROL BFORERS SHALL BE DOWNSTREAM WATERDQUALTYEWETLANDS AREAS 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE NPDES FINAL STABILIATION REQUIREMENTS. 43. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE PERMIT 'THROUGH THE SJRWMD. 44. PRIOR TO ANY DISCHARGE OF GROUNDWATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE BELOW SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUNDWATER EXCEEDS THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE EFFLUENT (GROUNDWATER) TO SURFACE WATERS OF THE STATE. 45. THE CONTRACTOR SHALL SUBMIT A "NOTICE OF INTENT" TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) RULES AND REGULATIONS. 46. THE CONTRACTOR SHALL ERECT ALL TREE PROTECTION FENCES AND LIMITS OF CONSTRUCTION FENCES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL CALL FOR INSPECTION BY THE CITY OF ATLANTIC BEACH LANDSCAPE DIVISION. 47. THE CONTRACTOR SHALL PROVIDE PS SHALHANDICAP MEETAA PSAT ALL APF'L CABLE ADASIDEWALK REQUAND IREMENTS. CONNECTIONS. HANDICAP RAM 48. ALL SEWER MAINS SHALL BE PVC (ASTM D3034) SDR -35 FOR DEPTHS TO 12 FEET, SDR -26 FOR DEPTHS GREATER THAN 12 FEET (OR FOR MAINS IN EASEMENTS) UNLESS OTHERWISE NOTED. FORCEMAINS TO BE PVC - DR18 PIPE UNLESS OTHERWISE NOTED. 49. WATER AND SEWER LINES ARE DESIGNED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL FINISHED WORK IS COMPLETE. 50. TIE RODDING OR MECHANICAL RESTRAININGDEVICES TERMINATEDREQUIRED IN ALLBENDSACCORDANCE WITH TEES. COAB STANDARDS WHERE WATER MAINS ARE 51. UNLESS OTHERWISE NOTED, ALL WATERMAINS 4" AND GREATER SHALL BE DR25, C-900. ALL ON-SITE WATERMAIN 3" OR SMALLER SHALL BE SCHEDULE 40 PVC AND NSFPW RATED. 52. ALL GATE VALVES SHALL BE COAB STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 53. PUBLIC FIRE HYDRANTS SHALL BE PAINTED YELLOW. PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. 54. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF' THE SANITARY SEWER CONTRACT. ALL GRAVITY SEWER LINES SHALL BE VIDEO TAPED WITH AUDIO. ALL LINES TO BE CLEARED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINANT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO COAB UTILITIES. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 7.5% IN ACCORDANCE WITH COAB STANDARDS. 55. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTION'S AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. 56. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN 8% LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN 8% LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2% LEAD. 57. ALL UTILITY STUBOUTS SHALL BE MARKED AS FOLLOWS: SANITARY SEWER 4X4 P.T. POST PAINTED RED WATER 4X4 P.T. POST PAINTED BLUE STORM 4X4 P.T. POST PAINTED GREEN ALL STUBOUTS SHALL BE MARKED ON CURB WITH "W", SS OR "ST". 58. CONTRACTOR SHALL FURNISH AND INSTALL LOCATE WIRING ON ALL PVC WATER MAINS, FORCE MAINS, POLYETHYLENE AND PVC WATER SERVICES. INSTALLATION SHALL BE IN ACCORDANCE WITH JEA WATER AND SEWER STANDARDS DATED APRIL, 2001 SECTION 350 PARAGRAPH 3.10 LOCATE WIRE AND SECTION 429 PARAGRAPH 3.12 LOCATE WIRE. WATER & SEWER NOTES 1. ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS AND FORCE MAINS SHALL BE TESTED AT 100 PSI FOR 2 HOURS IN ACCORDANCE WITH SECTION "A" OF AWWA STANDARD C600 WITH LEAKAGE LIMITED TO THAT DETERMINED BY THE APPROPRIATE FORMULA. 2. DISINFECTION OF THE WATER MAIN SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. 3. MECHANICAL JOINT RESTRAINTS SHALL CONFORM TO AWWA STANDARD C509. 4. WATER AND SEWER PIPES SHALL BE 30 INCHES MIN. COVER IN UNPAVED AREAS AND 36 INCHES COVER IN PAVED AREAS. 5. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH LATEST COAB UTILITY STANDARDS, DETAILS, AND SPECIFICATIONS AND/OR AS ALL APPLICABLE STATE AND LOCAL REGULATIONS. 6. WHERE WATER AND SEWER (INCLUDING STORM SEWER) LINES HAVE LESS THAN 10 FOOT HORIZONTAL SEPARATION, FULL UN -CUT LENGTHS OF WATER QUALITY PIPE (L.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FT. INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FOOT OF SEPARATION WHERE POSSIBLE. 7. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF -PW AND SHALL BE MARKED. 8. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM SEWER) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UN -CUT LENGTH OF WATER QUALITY PIPE (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL SEPARATION BETWEEN THE WATER AND SEWER (INCLUDING STORM SEWER) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AT LEAST 18 INCHES VERTICAL SEPARATION. 9. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS. 10. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED, WITH THE APPROVAL OF COAB AND/OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 11. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY OF ATLANTIC BEACH UTILITIES. 12. A PUMP -OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND LOCATION ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP -OUT MUST BE ACCESSIBLE BY COAB FORCES FROM ADJACENT STREET R/W. 13. THE WATER TAPS DEPICTED ON THESE DESIGN DRAWINGS SHALL BE CONSTRUCTED AS FOLLOWS: ALL POTABLE AND IRRIGATION WATER TAPS, FIRE LINE SERVICES AND FIRE HYDRANT INSTALLATIONS UNDER THE FOLLOWING SPECIAL CONDITIONS: UNLESS OTHERWISE DIRECTED BY COAB AT TIME OR PRE -CONSTRUCTION CONFERENCE. A. THE TAPS ARE TO BE SCHEDULED 48 HOURS IN ADVANCE BY CONTACTING COAB UTILITIES. B. TAPS REQUIRING METER INSTALLATIONS OF SIZE 2" AND BELOW MUST INCLUDE THE SERVICE PIPE, METER BOX, AND CORP. STOP SIZED READY TO ACCEPT THE METER INSTALLATION BY COAB FORCES. C. COAB FORCES WILL INSTALL METER UPON APPLICATION AND PAYMENT BY LCLNSED MASTER PLUMBER OR UTILITY CONTRACTOR AT COAB CUSTOMER SERVICE, 800 SEMINOLE ROAD. D. ALL METER INSTALLATIONS OF SIZE 3" AND ABOVE SHALL BE PERFORMED BY THE CONTRACTOR. 14. MAXIMUM DISTANCE FROM THE NEAREST FIRE HYDRANT TO THE MOST REMOTE EXTERIOR POINT OF ANY BUILDING SHALL BE 500 FT. THE DISTANCE SHALL BE MEASURED ON A ROADWAY SURFACE MEETING THE FIRE DEPARTMENT ACCESS REQUIREMENTS OF 602.6. 15. THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL AIR RELEASE VALVES AT CHANGES IN ELEVATION OF 2 FT. DUE TO ACTUAL FIELD CONDITIONS OR CONFLICTS NOT IDENTIFIED ON THESE DESIGN PLANS. (FORCE MAIN ONLY) LEGEND CITY - CITY OF ATLANTIC BEACH (COAD) FDEP - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SJRWMD - ST. JOHNS RIVER WATER MANAGEMENT DISTRICT F.A.C. - FLORIDA ADMINISTRATIVE CODE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM , 11111111,,E BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 ,O > t, t O J L ca CL -a U) c0 W LEGEND CITY - CITY OF ATLANTIC BEACH (COAD) FDEP - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SJRWMD - ST. JOHNS RIVER WATER MANAGEMENT DISTRICT F.A.C. - FLORIDA ADMINISTRATIVE CODE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM , 11111111,,E BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 ,O > t, LEGEND CITY - CITY OF ATLANTIC BEACH (COAD) FDEP - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SJRWMD - ST. JOHNS RIVER WATER MANAGEMENT DISTRICT F.A.C. - FLORIDA ADMINISTRATIVE CODE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM , 11111111,,E BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 ,O > O C O J L ca CL -a U) c0 W MW 120 0- V o Cn M N CU N > M a) J :3 L� O W m Q C m Q M CU 00 Q Project Number 18-0065 Sheet Name General Notes Sheet Number C-001 DEMOLITION NOTES Q REMOVE CONCRETE PAVEMENT/DRIVEWAY/SIDEWALK/PAD/CURB Q REMOVE BUILDING/STRUCTURE Q REMOVE UTILITY/LIGHT POLES & FIXTURES AREA TO BE REMOVED 3.5 9.0 J I FOUND Y2" IRON - -' -' 10.0 ______ _._ .___ 10.0. PIPE, NO CAP -� 10.40 10.40 6' WOOD O 10.52 10.56 FENCE CONCRETE 10.72 WOOD 0 10.75 GUARD POSTS 34.3' 10.4 10.86 8.9 1.8 10.92 GUARD FOSTS PROPOSED SILT FENCE (TYP)� 9.6 LEGEND FENCE 10.88 INLET PROTECTIONSILT ! 1I CONSTRUCTION ••••••••••••••• ............... ENTRANCE ••••••••••••••• 10.30 STRAW BALE 77�� PROTECTION 10.57 3.5 9.0 J I FOUND Y2" IRON - -' -' 10.0 ______ _._ .___ 10.0. PIPE, NO CAP -� 10.40 10.40 6' WOOD O 10.52 10.56 FENCE CONCRETE 10.72 WOOD 0 10.75 GUARD POSTS 34.3' 10.4 10.86 8.9 1.8 10.92 GUARD FOSTS PROPOSED SILT FENCE (TYP)� 9.6 n L10.95 10.88 10.31 ! 1I 10.20 10.29 10.30 10.0 �M rn 10.57 '7 z z 9.6 9.7 0 0 O 1.3 z o 11.17 9.75 4 M (Tl M C _ 9. rn CONCRETE r�1 Dw 11.36 9.8 10.27 co CU ZJ N M 00 � J U - N � cu m W U UCU 0 �o CUW jI '1.0 � J CU 00 Q M � I 0 �l D IN CONCRETE 10.97 10.95 10.96 10.95 34.2 .14 18.0' 10:87 1 9 7 11 0 11. 3 IV 10.9 (Jl 10.47 j FOUND 3/8" REBAR, 0 2 N N89°28'45"E 174.82' (FIELD) J M7 995 4' NO CAP N89°18'38"E 175.0'_ J - �.�. - - �. - 10.72 -- - - - 10.6 ° 10.25 � GUARD POST 10:52 9 10.6 10.44 10.57 � 10. 10.62 I BACKFLOW`. 1°.84 REVENTER 2' MANHOLES CONCRETE 1oa6 I 80.1' 0 0 11 ASPHALT 0 10.95 11.03 s� 1O 10.64 I� BENCHMARK: SET -'O' AND DISK, F" LB3672 'E1 EVATION=11 03 CARWASH TUNNL IIIIIIIIIIIIIIIIIIIS C> O GAZEBO 10.9 10.96 10.92 1 78 10.63 10.65 10.58 F -1 �I T- C r- AL z Fr -1 LU 9.3 0 7 9.5 9' w 9, i 0 93 0 CABLE RISER w 93 O FOUND OUND Y2" IRON PIPE, DURDEN 8.81 _7 8.74 8.31 8.45 n L10.95 O ! 1I J M 1.1 �M rn 9.6 9.7 O 1.3 z o 11.17 9.75 4 M (Tl M C _ 9. rn CONCRETE r�1 Dw 11.36 P-1 11 F -1 �I T- C r- AL z Fr -1 LU 9.3 0 7 9.5 9' w 9, i 0 93 0 CABLE RISER w 93 O FOUND OUND Y2" IRON PIPE, DURDEN 8.81 _7 8.74 8.31 8.45 M 10.71 T 10.81 10.93 4" CLEAN ACUUM MOTOR ° 1 -STORY CONCRETE OUTS ACUUM TANK BLOCK BUILDING' .2 NUMBER 835 A/C PAD 0.91 10,87 10.63 62.1' 10. 10. 10.52 10.6 11.08 11.07 10.5 11 0.87 0.81 10.64 COVERED CONCRETE 10.69 1.4'x1.4' O2 10.52 10.74 CONCRETE COLUMNS ID ❑ ❑ 10.30 10.31 10.20 CONCRETE IV 10.02 9.97 g7 10.0 9.9 p 9.94 9.84 10.1 3 WOOD 9.859.86 ELECTF 9.86 9.94 9.91 9.38 9.19 8.� 7 8.89 8.51 OVERED CONCRET 9,96 s. to ST / OD POS OU T T EL TRIC U 96 TLE1 O 9.7 EXISTING METAL SIGN TO BE REM AND RELOCA 1 9.74 9.70 9.84 META La 9.67 SIGN 9.2 9.5 9.80 9.69 9.5 _ 0 Abu 9.34 3' TELEPHONE CONCRETE 9.21 O MANHOLE 9.87 .76 9.99 9.93 1 66 .67 9.4 q 5 9.41 7 9.37 8.92 8.64 S89°18'38"W 175.00" 9.31 8.5757 8.76 .N89°18'38"E 175.03' (FIELD) 8.84 A T L A N T I C B O U L E V A R D (STATE ROAD A -1-A AND STATE ROAD 10) 100' RIGHT-OF-WAY L10.95 (P ! 1I J M 10.71 T 10.81 10.93 4" CLEAN ACUUM MOTOR ° 1 -STORY CONCRETE OUTS ACUUM TANK BLOCK BUILDING' .2 NUMBER 835 A/C PAD 0.91 10,87 10.63 62.1' 10. 10. 10.52 10.6 11.08 11.07 10.5 11 0.87 0.81 10.64 COVERED CONCRETE 10.69 1.4'x1.4' O2 10.52 10.74 CONCRETE COLUMNS ID ❑ ❑ 10.30 10.31 10.20 CONCRETE IV 10.02 9.97 g7 10.0 9.9 p 9.94 9.84 10.1 3 WOOD 9.859.86 ELECTF 9.86 9.94 9.91 9.38 9.19 8.� 7 8.89 8.51 OVERED CONCRET 9,96 s. to ST / OD POS OU T T EL TRIC U 96 TLE1 O 9.7 EXISTING METAL SIGN TO BE REM AND RELOCA 1 9.74 9.70 9.84 META La 9.67 SIGN 9.2 9.5 9.80 9.69 9.5 _ 0 Abu 9.34 3' TELEPHONE CONCRETE 9.21 O MANHOLE 9.87 .76 9.99 9.93 1 66 .67 9.4 q 5 9.41 7 9.37 8.92 8.64 S89°18'38"W 175.00" 9.31 8.5757 8.76 .N89°18'38"E 175.03' (FIELD) 8.84 A T L A N T I C B O U L E V A R D (STATE ROAD A -1-A AND STATE ROAD 10) 100' RIGHT-OF-WAY 10.22 PROPOSED SILT FENCE < (TYP) m CONCRETE CONSTRUCTION E 9.88 , 9.02 II 11.15 0.8 10.88 9 10.8 I \ 4 1 67 12.4' 10.61 10.E> 10:30 BENCHMARK: FOUND Y2" IRON PIPE ELEVATION=9.85' 10.24 9.99 9.99 10.17 9.85 S89°18'38"W CABLE RISERS 0 265.00' -- 9.75 479 FOUND 1/2" IRON PIPE, CAP ILLEGIBLE - 9.71 9.6 9.64 9.18 �••�} N O -0 N .0 M • �..� j J c a) N > N c Y O U � ��CO •V...j ONM U � � O C z N � Q a� U �4- L CO O N N U-) 00 N O Z M Z O rn rn N 3 M � BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 L10.95 ! 1I 10.82 1.1 PAVERS 11.29 1.3 11.17 4 4-0 CU C I 11.2 • C 11.36 co 0 C co CU ZJ N M 0.4'11.40 � J U - 11.07 cu m W U UCU 0 O CUW jI '1.0 � J CU 00 Q M � I n �l D C 0 O CL o O U 0)rn N X D J N M - O O^ D C/) O C-) 11.0 I D 10.22 PROPOSED SILT FENCE < (TYP) m CONCRETE CONSTRUCTION E 9.88 , 9.02 II 11.15 0.8 10.88 9 10.8 I \ 4 1 67 12.4' 10.61 10.E> 10:30 BENCHMARK: FOUND Y2" IRON PIPE ELEVATION=9.85' 10.24 9.99 9.99 10.17 9.85 S89°18'38"W CABLE RISERS 0 265.00' -- 9.75 479 FOUND 1/2" IRON PIPE, CAP ILLEGIBLE - 9.71 9.6 9.64 9.18 �••�} N O -0 N .0 M • �..� j J c a) N > N c Y O U � ��CO •V...j ONM U � � O C z N � Q a� U �4- L CO O N N U-) 00 N O Z M Z O rn rn N 3 M � BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 Project Number 18-0065 Sheet Name Demolition and Sediment & Erosion Control Plan Sheet Number C-010 4 4-0 CU C > O • C co 0 C co CU m N M � J U - cu m W U UCU 0 CUW o � J CU 00 Q M � CU 00 Q m C CL o Project Number 18-0065 Sheet Name Demolition and Sediment & Erosion Control Plan Sheet Number C-010 A I B I C CANOPY POWER PLAN_ SCALE: iia.=, -o. A I B I C UNDERGROUND 2" CONDUIT I / J� P —11 0 ------------------------------------------ UNATTENDED --- —UNATTENDED TELLER, SEE DETAIL UNDERGROUND 2" CONDUIT FOR SENSOR, END CONDUIT PA -1 3 AT CENTER OF DRIVEWAY, TYP I (2)-2 C. P — 1 FO CASHIER I I I SIGN IAL J A- 15 (2) 2 C P-20 � I I ON PB PBPB \ I O A-17 PB I I I I I I I I. OPB L- - - - - - - - -- --- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. %I ❑❑ W ❑❑ V cn ❑ Z ❑ w � m �U U Q � Z U 00Q U M W � z Q U) W o �Z �Z O o� o� W (� 00 0m LL } O Z mN 0 z� � W N QM C14 o� U) Q �l U) � i- 'E 0 0 �z ~ W to a) 0- °' m 05 - m a) a � w w W= Q> O O m O U .1 OQ Ln o It � T- U)NN U� _0 ca c~3 �a Q O 0 M � � O_O i U- LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET E-3. 2 W M C) M mLLQ cn U U ~Q Z w � m �U U Q � Z U 00Q U J Q z Q �Z O o� O LL } O > w z U w - I-- < 0 H w w 2 (n O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET E-3. 2 El W � > 0 E El J �j U- ❑ Z ❑ :D U w m U U LO <cy U Z 0) c W U) W rn o Q �Z z O on W (D 0 00 0 w 12� Z mN 0 z(D C� 06 N GLu O�/U) Qc (n LL �N Q� ®>LuU) U U 00 �Z �) a) �m 00r te a, fn N ] 00 O C O W= Q .� O O � c: 0) V-0 N U UJ a =V O N �no�� )N N -aca m • Q � c -2L_O c� 00)Ll.. LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET E�4 0 W � > M M M J co m U- Q U ~Q Z U :D J ry � Q w m U U LO <cy U Z c Q U) W J D 0 z O U U) w 12� J W Z d. J W H � H H W W 2 cn O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET E�4 0 0 DIVISION 16 - ELECTRICAL SPECIFICATIONS PART I - GENERAL 1.01 DESCRIPTION A. THE GENERAL REQUIREMENTS (PROVIDED BY THE ARCHITECT OR GENERAL CONTRACTOR) ARE HEREBY MADE A PART OF THIS SECTION AS IF FULLY REPEATED HEREIN. B. INFORMATION CONTAINED IN THIS ELECTRICAL MATERIALS AND METHODS SECTION: 1. AMENDS, SUPPLEMENTS OR CLARIFIES REQUIREMENTS ESTABLISHED IN THE GENERAL REQUIREMENTS. IN CASES OF CONFLICT, REQUIREMENTS OF THIS ELECTRICAL MATERIALS AND METHODS SECTION SHALL GOVERN. 2. APPLIES TO ALL TECHNICAL SECTIONS WITHIN DIVISION 16, WITH THE SAME FORCE AND EFFECT AS IF INCLUDED INDIVIDUALLY AS PART OF EACH SECTION. C. THE WORK INCLUDED UNDER DIVISION 16 OF THE SPECIFICATIONS SHALL INCLUDE COMPLETE ELECTRICAL SYSTEMS AS SHOWN OR IMPLIED ON THE DRAWINGS AND AS SPECIFIED HEREIN. PROVIDE ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT, MACHINERY, AND OTHER ITEMS NECESSARY TO COMPLETE THE ELECTRICAL SYSTEM. 1.02 CODES, ORDINANCES AND PERMITS A. THE NATIONAL ELECTRICAL CODE AND OSHA SHALL ESTABLISH THE MINIMUM REQUIREMENTS FOR INSTALLATION, BUT IN ADDITION, ALL WORK SHALL ALSO COMPLY WITH FEDERAL, LOCAL, STATE, COUNTY OR MUNICIPAL CODE REQUIREMENTS. OBTAIN INFORMATION ON ALL CODES, RESTRICTIONS AND REQUIREMENTS. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE, SUCH CONFLICT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. EXTRA PAYMENT WILL NOT BE ALLOWED FOR WORK REQUIRED BY CODE RESTRICTIONS EXCEPT THROUGH WRITTEN AGREEMENT WITH THE CONTRACTOR. B. APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED LICENSEES, PERMITS AND INSPECTIONS CERTIFICATES. FINAL PAYMENT IS CONTINGENT UPON DELIVERY OF SUCH CERTIFICATES TO THE ENGINEER OR PROJECT MANAGER, C. WHERE APPLICABLE, ALL MATERIALS AND EQUIPMENT SHALL BEAR THE UL SEAL. CERTIFICATES TO THIS EFFECT SHALL BE FURNISHED TO THE ENGINEER UPON REQUEST. 1.03 SITE INSPECTION A. VISIT THE SITE AND THOROUGHLY INSPECT CONDITIONS AFFECTING THE WORK. ASSUME RESPONSIBILITY FOR MEETING ALL EXISTING CONDITIONS INCLUDING ACCESS AND WORK SPACE LIMITATIONS. 1.04 DRAWINGS AND SPECIFICATIONS A. FOR CONSTRUCTION DETAILS, ELEVATIONS, ETC., ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER DIVISION 16 DRAWINGS (ELECTRICAL DRAWINGS). IT IS THE INTENT OF THE ELECTRICAL DRAWINGS TO SHOW THE GENERAL ARRANGEMENT OF THE SYSTEM AND NOT TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED, NOR TO SHOW EXACT LOCATIONS OF CONDUIT, LUMINAIRES OR EQUIPMENT EXCEPT WHERE ACTUAL DIMENSIONS ARE GIVEN. IT IS RECOMMENDED THAT THE ELECTRICAL DETAILS BE CLOSELY REVIEWED IN ORDER TO BECOME FAMILIAR WITH SPECIFIC WIRING DIAGRAMS, INSTALLATION METHODS AND REQUIREMENTS. B. IT IS REQUIRED FOR THE ELECTRICAL CONTRACTOR TO BECOME COMPLETELY FAMILIAR WITH THE DRAWINGS INCLUDING THE ELECTRICAL LEGEND, DETAILS, ALL NOTES, ETC., IN ADDITION TO THE DIVISION 16 SPECIFICATIONS. C. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION AND IN COMPLETE CONFORMANCE WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE VARIOUS SYSTEMS, SHALL BE INCLUDED IN THE WORK AND THE SAME AS IF SPECIFIED, OR SHOWN ON THE DRAWINGS. D. THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE ALTERED IN ANY WAY. REQUESTS TO DEPART FROM THE INTENDED DESIGN SHALL BE SUBMITTED IN DETAIL TO THE ENGINEER FOR APPROVAL, PRIOR TO THE COMMENCEMENT OF SUCH WORK. ALL REVISIONS SHALL BE APPROVED IN WRITING BY THE ENGINEER. E. THE ELECTRICAL CONTRACTOR SHALL PROVIDE PERSONNEL, TOOLS AND EQUIPMENT (POWERED LIFTS, ETC.) TO ASSIST AS NECESSARY IN THE PERIODIC INSPECTION OF THIS PROJECT BY THE ENGINEER WHILE UNDER CONSTRUCTION AND AT PROJECT COMPLETION. 1.04A RECORD DRAWINGS A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CURRENT SET OF ELECTRICAL DRAWINGS AND SPECIFICATIONS TO BE USED FOR CONSTRUCTION PROGRESS REVIEW AND REVISIONS. FIELD MARKS SHALL BE INDICATED ON THESE PLANS. UPON COMPLETION OF THE PROJECT, THESE FIELD PIANS WILL BE FORWARDED TO THE ENGINEER. THE ENGINEER SHALL PRODUCE "RECORD DRAWINGS". 1.05 SUBMITTAL DATA SUBMITTALS SHALL BE FURNISHED WITH MANUFACTURERS DATA SHEETS IN A SUITABLE BINDER AND WITH EACH ITEM CLEARLY MARKED SO AS TO DISTINGUISH WHICH MODEL NUMBER, OPTIONS ETC., ARE BEING SUBMITTED FOR EACH PIECE OF EQUIPMENT AND EACH DEVICE. INCLUDE NAME OR DESIGNATION OF EACH PIECE OF EQUIPMENT ON EACH RELATED SHEET, i.e. "PANEL H1" OR "LUMINAIRE TYPE A". SUBMITTALS WHICH ARE NOT MARKED IN THIS WAY WILL BE DISAPPROVED. SUBMITTAL DATA SHALL INCLUDE, BUT NOT BE LIMITED TO ALL EQUIPMENT AND MATERIAL REQUIRED TO COMPLETE THE PROJECT AS DESCRIBED HEREIN: A. SWITCHBOARDS, DISTRIBUTION PANELS AND PANELBOARDS: 1. COMPLETE DIMENSIONAL DATA, WEIGHTS AND ELEVATIONS. 2. SHOP DRAWINGS INCLUDING WIRING DIAGRAMS, BREAKER/FUSE ARRANGEMENT, NAMEPLATE SCHEDULE, LUG SIZES, BUSBAR ARRANGEMENT. 3. EQUIPMENT RATINGS INCLUDING BRACING, VOLTAGE LEVELS, MAXIMUM DEVICE CAPABILITY. 4. MISCELLANEOUS DATA FOR GFI EQUIPMENT, CT ENCLOSURES, SERVICE PROTECTION, ETC. 5. INSTALLATION AND MAINTENANCE MANUALS. 6. PROVIDE DOCUMENTATION AND ASSOCIATED MANUFACTURER'S DATA VERIFYING COMPLIANCE WITH ALL OF THE REQUIREMENTS OF SECTION 2.02 A, B AND C OF THIS SPECIFICATION. 7. PROVIDE UNIT COST FOR ADDITIONAL BREAKERS. B. BREAKERS AND FUSES 1, DIMENSIONAL DATA. 2. FOR ADJUSTABLE TRIP BREAKERS INCLUDE ALL DATA ON SETTINGS, RATING PLUGS, GFI SETTINGS, ETC. C. CABLE/WIRE: 1. DIMENSIONAL DATA, WEIGHTS. 2. PERFORMANCE RATINGS AND DAMAGE CURVES ON LOG -LOG PAPER. D. CONDUIT: 1. DIMENSIONAL DATA AND WEIGHTS (INCLUDING FITTINGS). E. SWITCHES, RECEPTACLES, BOXES: 1. GENERAL MANUFACTURER'S DATA. (DIMENSIONS, RATINGS, ETC.) F. LUMINAIRES: 1. COMPLETE DIMENSIONAL INFORMATION AND WEIGHTS. 2. BALLAST DATA, INCLUDING CIRCUIT TYPE, TEMPERATURE RATING, EFFICACY RATING, ETC. 3. PHOTOMETRIC DATA PERFORMED BY AN APPROVED INDEPENDENT TESTING LABORATORY. 4. MANUFACTURER'S LAMP DATA INCLUDING INITIAL AND MEAN LUMENS, CRI, RATED LIFE, ETC. G. MISCELLANEOUS: 1. TIME SWITCHES. 2. CONTACTORS. 3. PHOTO CELLS. 1.06 ELECTRICAL - MECHANICAL COORDINATION A. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL MOTORS, PUSHBUTTONS, PILOT LIGHTS, RELAYS, TIME CLOCKS, OVERRIDE TIMERS, WIRING DIAGRAMS, ETC., FOR MECHANICAL EQUIPMENT iS FURNISHED UNDER DIVISION 15 WORK. B. THE ELECTRICAL CONTRACTOR, UNLESS SPECIFICALLY REQUIRED OTHERWISE, SHALL SET AND WIRE ALL LOOSE AND SEPARATE MOTORS, PUSHBUTTONS, PILOT LIGHTS, RELAYS, TIME CLOCKS, OVERRIDE TIMERS, ETC., FURNISHED BY THE REQUIREMENTS OF DIVISION 15. C. THE ELECTRICAL CONTRACTOR SHALL FURNISH, SET AND WIRE ALL DISCONNECT DEVICES AND STARTERS AS REQUIRED FOR ALL EQUIPMENT EXCEPT FOR THOSE ITEMS FURNISHED WITH INTEGRAL DISCONNECT DEVICES AND/OR STARTERS. D. DETAILED INFORMATION WILL BE FURNISHED TO THE ELECTRICAL CONTRACTOR AND ELECTRICAL ENGINEER ON POWER AND CONTROL WIRING REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT BY THE MECHANICAL ENGINEER AND MECHANICAL CONTRACTOR. THIS SHALL INCLUDE ALL DIAGRAMS AND INSTRUCTIONS NECESSARY FOR THE ELECTRICAL CONTRACTOR TO MAKE CONNECTIONS PROPERLY. E. UNLESS SPECIFICALLY NOTED, ALL LOW VOLTAGE WIRING AND DEVICES WILL BE INSTALLED BY THE MECHANICAL CONTRACTOR. 1.07 TEMPORARY ELECTRIC AND TELEPHONE SERVICE A. PROVIDE, INSTALL AND MAINTAIN CONSTRUCTION SERVICE EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE GENERAL CONTRACTOR. SUCH EQUIPMENT MAY BE NEW OR USED BUT MUST BE IN SAFE CONDITION, INSTALLED, AND MAINTAINED IN ACCORD WITH CODES. B. GROUND FAULT CIRCUIT INTERRUPTERS FOR PERSONNEL SHALL BE PROVIDED FOR ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS USED FOR TEMPORARY ELECTRIC POWER. C. A MINIMUM OF 10 FOOT CANDLES OF ILLUMINATION IS REQUIRED FOR ANY AREA(S) WHERE AND WHILE ANY WORK IS IN PROGRESS. 1.08 ELECTRIC SERVICE A. COORDINATE THE BUILDING SERVICE REQUIREMENTS WITH THE LOCAL UTILITY COMPANY FOR THE REQUIREMENTS FOR SERVICE ENTRANCE AND SERVICE EQUIPMENT INCLUDING THE EXACT LOCATION OF SERVICE POINT POLE AND METER. ALLOW SUFFICIENT ADVANCE PLANNING SO AS TO KEEP THE PROJECT ON SCHEDULE AND GIVE THE UTILITY COMPANY THE APPROXIMATE DATE SERVICE WILL BE REQUIRED. B. THE AVAILABLE SECONDARY SERVICE WILL BE 208 VOLTS, 3 PHASE, 4 WIRE, WITH GROUNDED NEUTRAL. C. VERIFY CLEARANCE REQUIREMENTS AROUND PAD AND ARRANGE PAD SUCH THAT CLEARANCES ARE MAINTAINED. WHERE CONFLICTS EXIST, NOTIFY ENGINEER TO ASSIST IN RESOLUTION. C J 1.09 PROTECTION A. PROTECT ALL MATERIALS AND EQUIPMENT AGAINST DAMAGE AND VANDALISM DURING CONSTRUCTION. REPLACE ANY DAMAGED MATERIAL OR EQUIPMENT AND PLACE THE SYSTEMS IN PERFECT WORKING CONDITION. 1.10 CATALOG, OPERATION AND MAINTENANCE DATA A. PROVIDE SI (6) COMPLETE SETS OF A COMPILATION OF CATALOG DATA FOR EACH MANUFACTURED ITEM OF EQUIPMENT USED IN THE ELECTRICAL WORK. IN ADDITION TO THE CA LOG DATA, PROVIDE INSTALLATION, OPERATING AND MAINTENANCE MANUALS, SPARE PARTS LISTS, ETC., FOR ALL MAJOR EQUIPMENT SHALL BE SUBMITTED. B. IT IS THE I TENT OF THIS CATALOG, OPERATION AND MAINTENANCE DATA TO PROVIDE THE OWNER WITH COMPLETE INSTRUCTIONS ON THE PROPER OPERATION AND USE, LUBRICATIO , AND PERIODIC MAINTENANCE, TOGETHER WITH THE SOURCE OF REPLACEMENT PARTS AND SERVICE, FOR THE ITEMS OF EQUIPMENT COVERED. PART II - PROD CTS 2.01 MATERIALS A. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED AND LISTED BY THE UNDERWRITER'S LABORATORIES, INC., AS CONFORMING TO ITS STANDARDSWHERESUCH STANDARDS HAVE BEEN ESTABLISHED. THESE MATERIALS SHALL BEAR THE UL LABEL. 2.02 DISTRIBUTION EQUIPMENT A. MAIN BREAKER: THE MAIN BREAKER SHALL BE DEAD FRONT, SAFETY TYPE, TOTALLY ENCLOSED IN A CODE GAUGE ENAMELED STEEL CABINET, AND APPROVED FOR USE AS SE VICE ENTRANCE EQUIPMENT, WHERE REQUIRED. ENCLOSURE SHALL BE PROVIDED WITH "SEALING" PROVISIONS APPROVED BY THE UTILITY CIRCUIT BR KERS SHALL BE BOLT -ON, MOLDED -CASE THERMAL -MAGNETIC OF SIZE AND TYPE AS SHOWN ON THE DRAWINGS. MINIMUM SYMMETRICAL INTERRUPTING CAPACITY S ALL BE AS INDICATED ON THE DRAWINGS. BUSSING SHALL BE COPPER. PROVIDE ISOLATED NEUTRAL BUS AND A SEPARATE GROUND BUS. B. PANELBOARDS: THE PANELBOARDS SHALL BE MOLDED CASE CIRCUIT BREAKER TYPE WITH COMPLETELY DEAD FRONTS ENCLOSED IN FLUSH OR SURFACE MOUNTED, CODE GAUGE, GALVANIZED SHEET STEEL CABINETS WITH ADEQUATE WIRING GUTTERS TOP, BOTTOM, AND SIDES. THE FRONT TRIM SHALL CONTAIN A HINGED DOOR WITH FLUSH MOUNTED KEYED LOCK AND CATCH. THE DOOR SHALL BE PROVIDED WITH A PLASTIC ENCLOSED CIRCUIT DIRECTORY. UPON COMPLETION OF THE INSTALLATION THE DIRECTORY SHALL BE FILLED IN WITH A TYPEWRITER INDICATING USAGE AND LOCATION OF CIRCUITS AS INDICATED ON THE DRAWINGS. CIRCUIT BREAKERS SHALL BE SINGLE OR MULTI -POLE MOLDED CASE, OF COMMON HANDLE -COMMON TRIP WITHOUT HANDLE TIES, THERMAL MAGNETIC, QUICK -MAKE, QUICK -BREAK FOR MANUAL AND AUTOMATIC OPERATION. EACH CIRCUIT BREAKER SHALL BE BOLTED OR SCREWED TO BUSSING. BUSSING SH LL BE COPPER. PROVIDE ISOLATED NEUTRAL BUS AND A SEPARATE GROUND BUS. 2.03 SAFELY SWI�fCHES A. SAFETY SWITCHES SHALL BE QUICK -MAKE, QUICK -BREAK, TYPE GD IN GENERAL SHEET STEEL ENCLOSURE, EXCEPT AS REQUIRED FOR RAINTIGHT NEMA3R & NEMA4X INSTALL- ATIONS WITH DOOR COVER INTERLOCK. PROVIDE FUSES WHEN NOTED. PROVIDE GROUND LUG IN ALL SWITCHES. PROVIDE ISOLATED NEUTRAL LUG FOR (4) WIRE CIRCUITS. 2.04 NOT USED 2.05 CONDUIT A. CONDUIT MAY BE GALVANIZED RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT, RIGID ALUMINUM CONDUIT, OR ELECTRICAL METALLIC TUBING EXCEPT AS OTHERWISE SPECIFIED HEREIN. B. RIGID GALVANIZED STEEL OR INTERMEDIATE METAL CONDUIT SHALL BE USED ON BUILDING EXTERIOR WHERE EXPOSED TO WEATHER. RIGID CONDUIT SHALL BE USED IN ALL LOCATIONS WHERE RACEWAY IS EXPOSED TO DAMAGE. C. RIGID NONMETALLIC CONDUIT (SCHEDULE 40 PVC) SHALL BE USED UNDERGROUND AND WHERE IMBEDDED IN CONCRETE. D. LIQUIDTIGHT LEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO MOTORS, APPLIANCES AND VIBRATING EQUIPMENT. E. ELECTRICAL METALLIC TUBING MAY BE UTILIZED IN ALL INTERIOR LOCATIONS. COMPRESSION FITTINGS WILL BE UTILIZED FOR TUBING IN 1-1/2" TRADE SIZE AND SMALLER, DOUBLE SET SCREW TYPE FOR LARGER TUBING. F. MC CABLE MAY BE USED FOR BRANCH CIRCUIT DEVICE CONNECTIONS WHERE APPROVED BY LOCAL AUTHORITY. HOME RUNS SHALL BE GANGED TOGETHER AT A COMMON POINT IN A J -BOX AND ROUTED VIA THE APPROPRIATE TYPE OF NON -FLEXIBLE CONDUIT BACK TO THE PANEL. 2.06 CONDUCTORS A. ALL CONDUCTORS SHALL BE COPPER STRANDED. B. EXCEPT WHERE OTHERWISE NOTED, CONDUCTORS SHALL NOT BE SMALLER THAN #12 AWG FOR FEEDER AND / OR BRANCH CIRCUIT WIRING. C. CONDUCTOR INSULATION SHALL GENERALLY BE THHN/THWN OR THWN OR XHHW EXCEPT WHERE OTHER INSULATION TYPES MAY BE REQUIRED TO MEET SPECIFIC CODE OR SPECIFICATION REQUIREMENTS. D. EXCEPT WHERE OTHERWISE NOTED ALL CONDUCTORS FOR CONTROL WIRING SHALL BE #14. E. BRANCH CIRCUIT HOME RUNS MAY BE "GANGED" TOGETHER AT CONTRACTORS OPTION. WHERE BRANCH CIRCUITS OR FEEDERS ARE "GANGED" TOGETHER, CONDUIT AND WIRE SIZES SHALL BE ADJUSTED AS REQUIRED TO MEET N.E.C. REQUIREMENTS. 2.07 OUTLET BOXES A. ALL OUTLET BOXES, EXTENSIONS, AND COVER FRAMES SHALL BE GALVANIZED SHEET STEEL FOR CONCEALED LOCATIONS OR CAST METAL FOR EXPOSED LOCATIONS UNLESS OTHERWISE NOTED. BOXES SHALL BE A MINIMUM OF 1-1/2" DEEP AND SHALL BE SIZED TO ACCOMMODATE THE INSTALLED CONDUIT CONDUCTORS AND DEVICE. BOXES TO WHICH LUMINAIRES ARE INSTALLED SHALL HAVE STUDS AND STRAPS REQUIRED TO SUPPORT THE WEIGHT OF THE LUMINAIRES. B. FLOOR BOXES AND POKE-THRU SERVICE FITTINGS SHALL BE ADJUSTABLE, CONCRETE TIGHT, GALVANIZED SHEET STEEL WITH REQUIRED CONDUIT KNOCK -OUTS. SERVICE FITTINGS SHALL BE BRASS OR ALUMINUM FINISH (AS REQUIRED), HORIZONTAL TOMBSTONE OR FLUSH TYPE WITH DEVICE AS REQUIRED FOR SERVICE. CARPET FLANGE SHALL BE PROVIDED IN CARPETED ROOMS. 2.08 PULL AND UNCTION BOXES A. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED SHEET STEEL AND FITTED WITH SCREW COVERS HELD IN PLACE WITH CORROSION RESISTANT MACHINE SCREWS. B. BOX SIZES SHALL CONFORM TO THE SIZES REQUIRED BY NEC AND AS SPECIFIED HEREIN AND ON THE DRAWINGS. 2.09 WIRING AND CONTROL DEVICES A. ALL DEVICES SHALL BE SPECIFICATION GRADE AND THE PRODUCT OF ONE MANUFACTURER THROUGHOUT THE PROJECT EXCEPT AS OTHERWISE NOTED. 1. WALL SNITCHES SHALL BE 20 AMPERE, 120-277 VOLT, AC TOGGLE HANDLE, QUIET TYPE WITH SIDE OR BACK WIRING TERMINALS. SWITCHES SHALL BE SINGLE OR MULTI -POLE AS INDICATED ON DRAWINGS. 2. DUPLEX RECEPTACLES SHALL BE STRAIGHT BLADE, 15 AMPERE 125 VOLT, AC, OF GROUNDING TYPE WITH SIDE OR BACK WIRING TERMINALS. 3. DEVICES SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED. 4, REFER TO THE DRAWINGS FOR SPECIAL RECEPTACLE TYPE AND WIRING DEVICES. B. DEVICE PLATES SHALL BE SMOOTH PLASTIC, WHITE IN COLOR UNLESS NOTED OTHERWISE FOR ALL FLUSH INSTALLED OUTLET BOXES. WEATHERPROOF DEVICES SHALL BE COVERED WITH APPROVED HINGED PLATE AND SEAL. SURFACE MOUNTED DEVICE OUTLETS SHALL BE FITTED WITH APPROPRIATE SHEET STEEL OR CAST METAL COVER PLATES TO MATCH DEVICE AND BOX. C. DIMMER CONTROLS SHALL BE RATED 1,500 WATT, 120 VOLT, A.C., WITH SLIDE CONTROL AND SWITCH SUITABLE FOR MOUNTING IN SINGLE GANG OUTLET BOX. FACE PLATES SHALL BE AS SPECIFIED. D. PHOTO -ELECTRIC CONTROLS SHALL BE SINGLE POLE, SINGLE THROW, RATED 1,500 WATTS (MINIMUM), 120 VOLTS OR 277 VOLTS (AS REQUIRED) WITH TIME DELAY AND CONTAINED IN HERMETICALLY SEALED WEATHERPROOF ENCLOSURE SUITABLE FOR AMBIENT TEMPERATURE OPERATION OF -20' TO 1501F. E. TIME SWITCH CONTROLS SHALL BE SINGLE OR MULTI -POLE, SINGLE THROW, RATED 30 AMPERES PER POLE (MINIMUM), 120 VOLTS OR 277 VOLTS (AS REQUIRED) WITH ASTRONOMIC DIAL PROPERLY SELECTED FOR LATITUDE OF INSTALLATION AND TWELVE HOUR (MINIMUM) SPRING RESERVE CARRY-OVER IN THE EVENT OF POWER FAILURE. UPON RESUMPTION OF POWER, SPRING SHALL AUTOMATICALLY REWIND. TIME SWITCH SHALL BE INSTALLED IN NEMA 1 SURFACE ENCLOSURE FOR INTERIOR LOCATIONS, NEMA 3R FO EXTERIOR LOCATIONS, OTHERWISE NOTED. 2.10 LUMINAIRE A. FURNISH AND INSTALL ALL LUMINAIRES AS SHOWN ON THE DRAWINGS AND SPECIFIED IN THE LUMINAIRE SCHEDULE. THE LUMINAIRE SCHEDULE IS INTENDED AS A PERFORMANC GUIDE. LUMINAIRES SUBMITTED FOR APPROVAL MUST BE ACCOMPANIED BY COMPLETE PHOTOMETRIC DATA FOR ENGINEER'S REVIEW. B. BALLASTS FOR FLUORESCENT LUMINAIRES SHALL BE HIGH POWER FACTOR, ETL, CBM AND ANSI CERTIFIED, CLASS P AND UL APPROVED. THE BALLASTS FOR HIGH INTENSITY DISCHARGE LAMPS SHALL BE CONSTANT WATTAGE AUTOTRANSFORMER, HIGH POWER FACTOR TYPE. 2.11 LAMPS A. FURNISH AND INSTALL ONE COMPLETE SET OF LAMPS FOR ALL INSTALLED LUMINAIRES AS DESIGNATED IN THE LUMINAIRE SCHEDULE, ON THE DRAWINGS, OR SPECIFIED HEREIN. 1. INCANDECENT LAMPS SHALL BE RATED 130 VOLTS AND OF WATTAGE, TYPE AND BEAM SPREAD, AS INDICATED IN DRAWINGS. 2. FLUORES ENT LAMPS SHALL BE AS SPECIFIED ON DRAWINGS. 3. HIGH INT NSITY DISCHARGE LAMPS SHALL BE AS SPECIFIED ON DRAWINGS, THE HIGHEST LUMEN RATING AVAILABLE AND SHALL BE PROPERLY SELECTED FOR THE LUMINAIR AND MOUNTING POSITION. PART III - INSTALLATION 3.01 TRENCH EXCAVATION, PUMPING, BACKFILLING & COMPACTION A. EXCAVATE, BACKFILL AND COMPACT ALL TRENCHES REQUIRED FOR UNDERGROUND ELECTRICAL WORK. B. MAINTAIN TRE CHES FREE OF WATER UNTIL INSTALLATION IS COMPLETE AND PROVIDE ALL NECESSARY SHORING. C. BACKFILL WITH LOOSE, DRY GRANULAR MATERIAL IN 6" LIFTS AND THOROUGHLY COMPACT EACH LIFT. D. DISPOSE OF , LL SURPLUS MATERIAL AND ROCK AS DIRECTED BY THE GENERAL CONTRACTOR. 3.02 GROUNDING AND BONDING A. BOND THE SERVICE EQUIPMENT SUCH AS METALLIC HOUSING AND FEEDER METALLIC CONDUITS TO THE GROUNDING ELECTRODE. USE GROUNDING BUSHINGS. B. PROVIDE A BONDING JUMPER FOR ANY EQUIPMENT, MOTOR, LUMINAIRE OR DEVICE TO WHICH CURRENT CARRYING CONDUCTORS ARE CONNECTED THAT IS NOT BONDED TO THE EQUIPMENT GROUNDING CONDUCTOR. CONNECT THE BONDING JUMPER TO APPROVED LUGS OR GROUNDING BUSHINGS OR CLAMPS. ALL CONDUIT AND CABLE SHALL CONTAIN A GROUNDING CONDUCTOR. A B C 0 3.03 RACEWAYS A. CONDUIT REQUIRED TO BE EXPOSED SHALL BE RUN PARALLEL OR PERPENDICULAR TO THE WALLS, CEILINGS, OR STRUCTURAL MEMBERS AND PROVIDE SUPPORTS AS REQUIRED BY THE NEC. IN ADDITION INSTALL SUPPORTS AS REQUIRED TO FORM A SECURE AND FIRM INSTALLATION. SUPPORTS SHALL BE GALVANIZED PIPE STRAPS, HANGERS OR WALL BRACKETS. SECURE SUPPORTS TO STRUCTURE WITH TOGGLE BOLTS IN HOLLOW MASONRY UNITS, EXPANSION TYPE DEVICES IN CONCRETE OR BRICK, SCREWS IN WOOD AND BOLTS IN STEEL WORK. SHOT TYPE INSERTS MAY BE ONLY USED IN POURED CONCRETE OR STRUCTURAL STEEL ONLY WHEN APPROVED IN WRITING BY STRUCTURAL ENGINEER. MAKE UP EXPOSED CONDUIT USING CAST FITTINGS AND SYMMETRICAL BENDS ONLY . FIRMLY SUPPORT CONCEALED CONDUIT AT THE STRUCTURE AND INSTALL SO AS TO PREVENT ANY VIBRATION AGAINST STRUCTURE, PIPE OR DUCT WORK. B. FIT CONDUIT INSTALLED IN CONCRETE OR SECURED TO STRUCTURAL MEMBERS THAT PASS THROUGH EXPANSION JOINTS CONSTRUCTED IN THE BUILDING WITH A SHORT SECTION OF FLEXIBLE METALLIC CONDUIT COMPLETE WITH COPPER BONDING JUMPER. C. ALL CONDUITS WHICH PENETRATE FIRE RATED ASSEMBLIES SHALL BE SEALED AROUND THEIR PERIMETER AS DIRECTED BY ARCHITECTURAL SPECS USING GROUT OR FIRE STOP SEALANT AS SPECIFIED. SLEEVES SHALL BE CAPPED OR SEALED. D. ALL CONDUITS WHICH PENETRATE ROOF SHALL BE COORDINATED WITH THE ROOFING VENDOR AND GENERAL CONTRACTOR. ALL APPROVED PENETRATIONS SHALL HAVE A MINIMUM OF 8" CLEAR FROM ROOF SURFACE TO THE FIRST FITTING. E. ALL METALLIC CONDUIT TERMINATING IN OUTLET, JUNCTION OR PULL BOXES AND CABINETS MUST TERMINATE WITH AN INSULATING BUSHING AND DOUBLE LOCKNUTS EXCEPT AT BOXES WITH THREADED HUBS WHERE THEY MAY BE OMITTED. F. FIT EMPTY CONDUIT SYSTEMS WHERE NOTED WITH A 16 GAUGE PULL -WIRE AND BLANK -OFF TO PREVENT ENTRANCE OF FOREIGN MATTER UNTIL THE CONDUCTORS ARE INSTALLED. G. CONDUIT SHALL NOT BE SMALLER THAN 1/2" TRADE SIZE AND MUST BE SIZED TO ACCEPT THE CONDUCTORS INDICATED. 3.04 WIRING A. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE N.E.C. WHERE INDICATED ON THE DRAWINGS, THE SIZES ARE INTENDED TO SET A MINIMUM. B. ALLOW NO LESS THAN 8" OF SLACK CONDUCTORS FOR USE IN THE FINAL CONNECTION OF LUMINAIRES OR DEVICES AT WIRED OUTLETS. C. MAKE BRANCH CIRCUIT JOINTS AND TAPS IN WIRE SIZE #10 AND SMALLER WITH SOLDERLESS CONNECTORS. MAKE JOINTS AND TAPS IN WIRE SIZED #8 AND LARGER WITH BOLTED OR SCREWED SOLDERLESS CONNECTORS. D. DO NOT PASS WIRE THROUGH CABINETS AND SWITCH ENCLOSURES UNLESS INTENDED FOR SPECIFIC USE WITHIN THE CABINET OR ENCLOSURES. USE JUNCTION BOXES OR AUXILIARY GUTTERS IN SUCH CASES. 3.05 BOXES A. THE LOCATION OF OUTLETS ON THE DRAWINGS IS TO BE CONSIDERED AS APPROXIMATE ONLY, INASMUCH AS OUTLETS ARE TO BE CENTERED IN BLOCKS, PANELS, OR OTHER MODULAR UNITS. BE FAMILIAR WITH THE REQUIREMENTS OF THE OTHER TRADES AS WELL AS THE BUILDING IN GENERAL TO BECOME AWARE OF THE VARIOUS MATERIALS AND FINISHED SURFACES IN WHICH OUTLETS ARE TO BE INSTALLED. B. INSTALL THE BOXES SQUARE AND PLUMB WITH THE RECEPTACLE AND JUNCTION BOXES IN A VERTICAL POSITION. THE FRONT EDGE OF BOXES INSTALLED IN NON-COMBUSTIBLE WALLS SHALL BE NO DEEPER THAN 1/4" AND FOR COMBUSTIBLE FACED WALLS THEY SHALL BE FLUSH. C. COVER ALL BOXES FOR FUTURE USE OR JUNCTION PURPOSES WITH BLANK PLATES. D. BOXES IN EXPOSED LOCATIONS SHALL BE CAST METAL BOXES WITH THREADED CONDUIT HUBS. SECURELY FASTEN BOXES TO BUILDING SURFACES. E. ADJUST BOXES INSTALLED IN CONCRETE FLOOR SLABS WITH THE TOP LEVEL AT FINISHED FLOOR SURFACE. 3.06 WIRING DEVICES A. GANG THE DEVICES WHERE INDICATED TOGETHER IN COMMON BOXES WITH DEVICE STRAPS BONDED TO THE METALLIC SYSTEM OR SEPARATE GROUNDING CONDUCTOR. B. CONNECT SWITCHES IN SUCH A MANNER THAT THE SWITCH NEAREST THE DOOR CONTROLS THE LUMINAIRE, OR DEVICE NEAREST THE DOOR AND, PROGRESS TO THE FURTHEST LUMINAIRE OR DEVICE, UNLESS OTHERWISE INDICATED. 3.07 IDENTIFICATION LABELS A. PROVIDE IDENTIFICATION LABELS FOR ALL DISTRIBUTION EQUIPMENT AND OTHER ELECTRICAL APPARATUS AS SPECIFIED HEREIN. LABELS SHALL BE PERMANENTLY ATTACHED LAMINATED PLASTIC WITH WHITE BACKGROUND AND BLACK ENGRAVED LETTERING. LABELS SHALL BE AS FOLLOWS: 1. SWITCHBOARDS, DISTRIBUTION PANELS AND PANELBOARDS: LABEL SIZE: 1" WITH 1/2" LETTERS. DESCRIBE THE EQUIPMENT FUNCTION AND INDICATE VOLTAGE AND PHASE. FOR EXAMPLE: "LIGHTING PANEL 480/277V-30". 2. DISCONNECT SWITCHES, MOTOR STARTERS, TIME SWITCHES AND OTHER CONTROL DEVICES: LABEL SIZE: 1/2" WITH 1/4" LETTERS. DESCRIBE THE EQUIPMENT CONTROLLED. FOR EXAMPLE: "EXHAUST FAN" OR "FLOODLIGHTS". 3.08 LUMINAIRES A. CONNECT SINGLE CONNECTION LUMINAIRES, SURFACE OR STEM HUNG, WITH TYPE TFFN HEAT RESISTANT LUMINAIRE WIRE. CONNECT MULTIPLE CONNECTION FLUORESCENT LUMINAIRES, SURFACE OR STEM HUNG, WITH TYPE XHHW HEAT RESISTANT THERMOPLASTIC OR TYPE THHN HEAT RESISTANT THERMOPLASTIC WIRE OF A SIZE INDICATED FOR THE BRANCH CIRCUIT. USE THE TYPE XHHW OR THHN CONDUCTOR FOR THE BRANCH CIRCUIT CONNECTION OF LUMINAIRES THROUGH FLUORESCENT WIREWAYS OR CHANNELS. B. SUPPORT LUMINAIRES TO BE RECESSED IN READILY REMOVABLE TILE CEILINGS (LAY -IN TYPE) FROM THE T -BAR TILE SUPPORT USING SEPARATE SUPPORTING WIRES AND CONNECT TO REMOTE MOUNTED 4" SQUARE JUNCTION BOXES WITH A LENGTH OF 3/8" FLEXIBLE CONDUIT AND #12 XHHW OR THHN BRANCH CIRCUIT CONDUCTORS AND #12 GROUNDING CONDUCTOR BONDED BETWEEN THE CONDUIT SYSTEM AND THE LUMINAIRE. C. UPON COMPLETION OF THE PROJECT AND JUST PRIOR TO DELIVERING THE PROJECT TO THE OWNER, CLEAN ALL LENSES, REFLECTORS, BAFFLES, ETC., AND REMOVE, ALL TAGS AND LABELS WHICH AFFECT THE APPEARANCE OR PERFORMANCE OF THE LUMINAIRE. 3.09 TELEPHONE/DATA CONDUIT SYSTEM A. INSTALL CONDUIT AND OUTLET BOXES FOR THE FUTURE INSTALLATION OF TELEPHONE/DATA CABLE AND EQUIPMENT BY THE TELEPHONE/DATA VENDORS. CONDUIT SHALL BE AS PREVIOUSLY SPECIFIED WITH 3/4" AS MINIMUM SIZE. B. TELEPHONE/DATA OUTLETS SHALL BE 4" SQUARE BY 1-1/2" DEEP WITH (MINIMUM) SINGLE GANG EXTENSION COVERS. 3.11 EQUIPMENT CONNECTIONS A. MAKE ALL FINAL POWER FEED CONNECTIONS TO THE STARTERS AND/OR MOTORIZED EQUIPMENT INSTALLED BY THE HEATING AND AIR CONDITIONING, AND PLUMBING CONTRACTORS AS INDICATED ON THE DRAWINGS. B. VERIFY ALL EQUIPMENT FOR THE SERVICE AND CHARACTERISTICS PROVIDED PRIOR TO ROUGH -IN AND CONNECTION. PROVIDE A GROUNDING CONDUCTOR FOR ALL EQUIPMENT CONNECTED WITH FLEXIBLE CONDUIT AND BOND TO THE CONDUIT SYSTEM AND METALLIC FRAME OF EQUIPMENT. C. BE RESPONSIBLE FOR SECURING AND INSTALLING THE PROPER INSULATED CONDUCTORS REQUIRED FOR EQUIPMENT OF HIGHER TEMPERATURE RANGE BEYOND THAT OF SPECIFIED BRANCH CIRCUIT TYPE. ado DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D W W N F- O W Lo 0 W . W LL a vT �, El �0 CN / J El El El z W U m � U U ❑ z ❑ U) Q U) z O M W rn W O 0 z z 0 O� WO O O Cn W G Z mO z0 C W 06M � N O u) (n QL �� Q ©�U vJ '' U 0 0 �z W O Q, a) m °° U a) a) 4-- c a�- rn rn .t� a) W LLJ = Co O z cf)N N 0c) -0-0 a < ti ca O O 00 V) W �0 CN / J JW co °° LL Q U U co z W m � U U � �Q U 00 z rn Q U) z O U_ LL U W z 0 J U_ Cn W F- U W J W J W F- 0 F- F- F - W LLJ = Co O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET E-5.0 *ALL INTERNAL & EXTERNAL CROSSOVERS: 6" SCH 40 PVC PIPE NOTES: -ALL UNDERGROUND TANKS & PLUMBING TO BE PROVIDED BY GC SANITARY WASTE PLAN SCALE: 1/411= 1'-0 11 �CONNECT TO EXISTING SANITARY SEWER; 4"SS Z FIELD VERIFY LOCATION W/ CIVIL DRAWINGS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TO EXISTING SANITARY SEWER; IFY LOCATION W/ CIVIL DRAWINGS DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. uj n �— N O W L9 w; ' Or .. z LL J W ?� . U tl El W El El TANK LEGEND TANK #1 - UNDERFLOW (2,000 GALLON - PRECAST CONCRETE) TANK #2 - PRIMARY SETTLEMENT (2,000 GALLON - PRECAST CONCRETE) TANK #3 - SECONDARY SETTLEMENT (2,000 GALLON - PRECAST CONCRETE) � �z U �J Of m PLUMBING LEGEND 1) 2" SCH 80 PVC PIPE - UNDERFLOW DISCHARGE - TANK 1A 2) TWO 6" SCH 40 PVC PIPES - FROM CENTER TRENCH - TANK 2A 3) 4" (OR 6") SCH 40 PVC PIPE - OVERFLOW TO SEWER - TANK 2B 4) 3" SCH 80 PVC PIPE - FILTER PUMP SUCTION LINE - TANK 3 5) 3" SCH 80 PVC PIPE - OPTIONAL EXTRA SUCTION LINE - TANK 3 6) 6" SCH 40 PVC PIPE - FROM EQUIPMENT ROOM - TANK 3 *ALL INTERNAL & EXTERNAL CROSSOVERS: 6" SCH 40 PVC PIPE NOTES: -ALL UNDERGROUND TANKS & PLUMBING TO BE PROVIDED BY GC SANITARY WASTE PLAN SCALE: 1/411= 1'-0 11 �CONNECT TO EXISTING SANITARY SEWER; 4"SS Z FIELD VERIFY LOCATION W/ CIVIL DRAWINGS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TO EXISTING SANITARY SEWER; IFY LOCATION W/ CIVIL DRAWINGS DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. uj n �— N O W L9 w; ' Or .. z LL J W ?� . U tl El W El El El U) m LL b m U U ❑ Z ❑ D r U) U � �z U �J Of m W rn u) W 0 z J 0- rz oorn LU W HO Q 0 Z 0004 0 zo c06N G W Qm �Q Or^ U) U)LL Q Din vJr' ZU OO N Z z iU �. LJ.J UjNQ,� a) m ap '_ ova) U) J w Q cl WI< >00 L0It ca 0VJ © OLL N ��NN O s o �� Q M � 0 00 0 LL LL DRAWN BY: AMG CHECKED BY: CMD DATE: 09-10-18 SHEET W M M 04 Q M J U) m LL m U U ~Q Z W D r Jm ro U � �z U �J Z U Q z J 0- W HO Q z w > W a z U) J w Q cl H W w 2 cn O z DRAWN BY: AMG CHECKED BY: CMD DATE: 09-10-18 SHEET cc m i1 GROUNI (RN51) A ROD PRIMARY CONDUIT 96" SECONDARY CONDUIT AREA. INSTALL I CONDUITS IN ORDER SHOWN ��+0 ©lo: 21" 54" 21" 91, THIS SIDE OF PAD SHALL HAVE A MIN OF 15' CLEAR WORKING 9" AREA AS DESIGNATED BY THE UTILITY CO. FOR MAINTENANCE. 8'x6" CONC. ALL OTHER SIDES SHALL HAVE A MINIMUM OF 24" CLEARANCE. FILLED STEEL BUMPER PLAN (PI12) NOTES: 1. COORDINATE EXACT REQUIRMENTS WITH UTILITY CO., IN FIELD, PRIOR TO INSTALLATION. 2. CONCRETE PAD FURNISHED BY JEA, CALL JEA FOR DELIVERY PROVIDE GROUNDING AS SHOWN 3. CONDUITS SHALL NOT PROTRUDE ABOVE TOP OF TRANSFORMER PAD. SPLAY OPENING SHALL REMAIN OPEN FOR FUTURE CONDUITS. DETAIL FOR ILLUSTRATION PURPOSES ONLY NOT TO SCALE 8' x 6' UTILITY TRANSFORMER PAD DETAIL_ ELECTRICAL LEGEND r O FLUORESCENT LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX & -J FLEXIBLE METALLIC CONDUIT CONNECTION. FLUORESCENT LIGHTING FIXTURE, SAME AS ABOVE EXCEPT WITH EMERGENCY ZIA BALLAST. 0 ] FLUORESCENT LIGHTING FIXTURE - SURFACE MOUNTED. PL FLUORESCENT, INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. (� <� PL FLUORESCENT, H.I.D. OR INCANDESCENT LIGHTING FIXTURE - SURFACE OR WALL MOUNTED. EMERGENCY LIGHTING FIXTURE. DO NOT SWITCH. �s EXIT LIGHT - PROVIDE ARROWS AS INDICATED, SHADING DENOTES FACE •- ORIENTATION. DO NOT SWITCH. El El--[ POLE MOUNTED LIGHTING FIXTURE TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT HUBBELL NO. HBL12211 WITH NO. P1 COVERPLATE - 46" MOUNTING HEIGHT U.N.O. PROVIDE MOTION SENSOR SWITCH WHERE REQUIRED PER FL ENERGY CODE 415 3 TOGGLE SWITCH - THREE-WAY QUIET TYPE, 20 AMP, 120/277 VOLT, HUBBELL NO. HBL12231 WITH NO. P1 COVERPLATE - 46" MOUNTING HEIGHT, U.N.O. D INCANDESCENT DIMMER - LUTRON "NOVA SERIES -BEIGE", 1500 WATT UNLESS INDICATED OTHERWISE ON PLANS - 46" MOUNTING HEIGHT. DO NOT BREAK -OFF FINS TO GANG MOUNT DIMMERS. �L SINGLE RECEPTACLE - 20 AMP, 125 VOLT, 3 WIRE GROUNDING, HUBBELL NO. 53511 WITH NO. P7 PLATE, 18 INCH MOUNTING HEIGHT, U.N.O. DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL NO. 53521 WITH NO. P8 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. DUPLEX RECEPTACLE - SAME AS ABOVE EXCEPT MOUNTED ABOVE COUNTER, N 42" MOUNTING HEIGHT, U.N.O. DOUBLE DUPLEX RECEPTACLES -(2) TWO 20AMP,120VOLT,3 WIRE GROUNDING, fig HUBBELL NO. 53521 WITH NO. P82 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. (S SPECIAL PURPOSE RECEPTACLE COMPLETE WITH COVERPLATE. SEE FLOOR PLAN FOR COMPLETE CONFIGURATION. DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, `I 3 WIRE GROUNDING. HUBBELL NO. GF53521A WITH NO. HPS11 COVERPLATE, LI LI 46 INCH MOUNTING HEIGHT, U.N.O. EXTERIOR LOCATIONS SHALL BE MOUNTED AT 18" A. F. F. DATA/TELEPHONE OUTLET - 4 INCH SQUARE JUNCTION BOX WITH 1—GANG EXTENSION ® RING, BLANK COVER PLATE — 18 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE. O JUNCTION BOX, MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT. LIGHTING AND/OR POWER PANELBOARD. ----- — WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND. WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. HOMERUN TO PANELBOARD — NUMBER OF ARROWS DENOTES QUANTITY OF _ -- CIRCUITS. CROSSMARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS VOID OF CROSSMARKS ARE 1/2 INCH CONDUIT, 3 NO. 12, U.N.O. DO NOT COMBINE HOMERUNS EXCEPT AS SPECIFICALLY INDICATED ON THE PLAN. DENOTES WEATHERPROOF — MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE WP TAYMAC 60350 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. U.N.O. UNLESS NOTED OTHERWISE. A.F.F. ABOVE FINISHED FLOOR. 340 FUSES N3R DENOTES NEMA SWITCH,"3 'DISCONNECTNG 3NEMA RATING. CONDUIT POLE, 60 AMPS, 40 AMPS E (� CONDUIT STUB UP A I ■ SITE POWER PLAN SCALE: iia=, -o•. ATLANTI \ / hAAr.iuf-%i r7 A ■ l DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D W N 0 � El El F-1 0 U D LLJ Lo � i rtrTr, Oul rn V / ) J L.L Q Z O W 0') m _I LLry > U) i Lu � O O Z oLn W(D o O O o c G z mN U � W aM El N 0 � El El F-1 0 U D W Q m ry U_ El Z El rn V / ) J L.L Q Z O W 0') m W U) i Lu � O O Z oLn W(D o O O o c G z mN 0 z � � W aM C14 O U) U) Q um U) F- U _ U (CS o 0 r--� z �W �jjNC-v- 00cy) cam U ®"' » CO Lo0cy) 0UJ © O N N O U d, 't � 'a . 0< tit>3OO 0 0 MSO O LL LL rn V / W N 0 � J m LL 0 U T_ z Q Z D W Q m ry U_ U Q Z U 00Q rn V / J Q Z O z Q J U) i Lu � W I- J i— W H 0 F_ H W LLJ = v� O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET IE -1.0 I_1 I C ------------------ ---------------------- ----------- --- ----------------- A LIGHTING PLAN SCALE: 1/4"= 1'-0" LIGHTING CIRCUITS OF PANEL "L,PA" NOTE 2 LIGHTING CONTROL PANEL 'LC P' NOTE 1 120V e--' `� MODEM CONNECTION DIAGRAM NOTES: 1. 'LCP' IS A 18 RELAY, LC&D #GR 1800 MASTER PANEL. 2. INTERIOR LIGHTING CIRCUITS ARE NIGHT LIGHT OR EXIT LIGHT FIXTURES THAT REQUIRE UNSWITCHED LEG AROUND RESPECTIVE RELAY. 4 GENERAL LIGHTING CONTROL SCOPE INTERIOR LIGHTING — ALLOW LIGI-ITS TO BE LOCALLY CONTROLLER ONLY DURING OCCUPIED HOURS (EXAMPLE: 6:00 am ON, 10:30pm OFF) THI=RE SHALL BE ONE AFTER—HOURS OVERRIDE SWITCH PER BLG, PER FLOOR THAT WILL ALLOW LIGHTS TO OPI=RATE UP TO 4 HOURS. EXTERIOR LIGHTING — ALLOW SITE LIGHTS TO OPERATE UNDER THE FOLLOWING TWO CONDITIONS: 1. SUNSET—ON, TIME OFF (NORMAL) 2. SUNSET—ON, SUNRISE OFF (SECURITY) ALL SCHEDULING TO PERMIT 3651 DAY, DAY OF WEEK AND HOLIDAY PROGRAMMING. ALL SCHEDULES AND OVERRIDE TIMES TO BE PROGRAM/IMABLE. MANUFACTURER BASIS OF DESIGN IS LIGHTING CONTROL & DESIGN. "GR" SERIES LC&D SYSTEM DESIGN FEATURES INCLUDE: FREE LIFETIME FACTORY PROGRAMMING SUPPORT VIA DIAL—UP CONNECTION SYSTEM NII-TWORKING WITH RJ45 CONNECTIONS MAY CONTROL MIXT-__D VOLTAGES AND MIXED SOURCES. LIGHTING CONTROL DIAGRAM NOT TO SCALE i GGHTSG SXTURE SCHEDULE M El El El ~ Z Q W REMARKS TYPE MANUF. CAT. NUMBERSIZAMP QUAN VOLTS MTG. HT. J 0N7 Q L.1. EM LITHONIA ELM2 LED HO 3W LED 277 8' U) W EX LITHONIA LHOM LED R 5W LED 277 15' F1 LITHONIA ZL IN L48 5000LM FST MVOLT 35K 80CR1 25W LED 277 12' WITH INTEGRAL WIRE GUARD E2 LITHONIA 2TL2 33L FW AI2 EZI LPB35 30W LED 277 CEILING F3 LITHONIA 2TL4 60L FW Al2 EZI PL835 60W LED 277 CEILING U) � 1_132 LSI CRU SC LED HO CW UE WHT 150W LED 277 10' z L133 LITHONIA FHE 9000LM FST MD MVOLT GZ10 40K 7DCR1 76W LED 277 10' N N 0 iiiU Sl LITHONIA DSX LED P8 40K T2M MVOLT 207W LED 277 25' PROVIDE D.B. FIBERGLASS POLE S4 LITHONIA DSX LED P8 40K T4M MVOLT 207W LED 277 25' PROVIDE D.B. FIBERGLASS POLE W LITHONIA DSXW1 LED 10C 700 40K T3M MVOLT ELCW 27W LED 277 12' C DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. 0 LU a. H N Lo w wz ; ZLL Lu a� - U El M El El El ~ Z Q W V J m Q U ❑ Z ❑ J 0N7 Q L.1. M W M Z U) W o �Z U) w oorn C) z m cV 0 Z W icyN aJ �� O(n Q w H 0 LL © U) � -U 06 Z LL J C/j N Q.. O m pp c) y V N O uJ z F- >N O O 'C N L.f. W Q O O N N 0 iiiU LC) � � cu NN O Ldpr- N N O U C) 0 a 0< ti(6OO M ) d') d') O O LL ILL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET ■ M J m C) m LL < U U ~ Z Q W J m Q U F- � Z U 00Q C/)z J Q Q 0- z (Do Z J 0 z U) w D LM J w H 0 H w w z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET ■ B I c A _ LIGHTING PLAN SCALE: 1/4"= V-0" n n I I I I I I � I I I I I I I I I I I I I LB2 LB2 I I I ' I I I I � I I I I I I I I I I I I I I I I I I I I I LB2 LB2 I I o I I I I PB A-9 O O PB I I I I O PB — -------------------------- DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D W F- N O LoW Lo O A Q W r CL - Z - W a U El C'7 M 0 N ❑❑ Cn m LJL � U U El Z W Cj Q m aU (.) ElZ U) ❑ F - U)N Q or_ M W � M Z U) W o z > W OO U-)rn O W O O 60 Z U m NZ O C W 06 M CD N O U) aJ �� U D� °o © � �z O m00 (n Z u')ov't r- NN N -0caca � Q O MO 0 0 a f� td O O M -) O O LL LL U) WJJ C'7 M 0 N J m Cn m LJL � U U W Z W ry Q m aU (.) �-- � Z MQ U 00-j U) F - Q z J Z �o Z > W O Z U r::r J I -- H F- W 2 O (n Z DRAWN BY: CAS CHECKED BY. CAS DATE: 09-10-18 SHEET E-2.2 F-1 ►.1 n C 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------------------------------------------- -------------------------------------------------------- ----------- I I POWER PLAN SCALE: 1/4"= 1'-0" PAD MOUNTED PROVIDE PAD PER UTILITY COMPANY'S TRANSFORMER SPECIFICATIONS Q KWHM (2) 4" TO POWER SOURCE AS DIRECTED BY UTILITY COMPANY 0 I 6X6 24" APART -H OF THE GUTTER IS j NER WIRING, > FOR LOW NG. I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I -------------� 2 SETS -4"C EACH W/ (4)-350MCM, #1 GRD. (CU) PANEL PANEL PANEL PANEL 'MDP' A 'LC P' 1B 2B MCC 800A. 100A. 300A. 300A. 600A. SHUNT TRIP 277/ 1 277/ 1 120/ 1 120/ 1 277/ 1 BREAKGLASS TYPE 480V. 480V. 208V. 208V. 480V. ENCLOSURE WEATHERPROOF 3 PHASE 3 PHASE L IN 3 PHASE 3 PHASE ' 3 PHASE 1 1/2"C- W/4 -#l, #6GRD. (AL) TRANSFORMER 3 1 /2"C-W/4-500MCM, #2 GRD. (AL) 2"C SP -SURGE PROTECTOR SQ. D TVS4XGA 'TX1' 1 1 2.5KVA (3) 4"C 2 1/2"C- W/4-3/0, #4GRD. (AL) POWER RISER DIAGRAM EACH WITH (4) 500 KCM XHHW NOT TO SCALE TO BUILDING FOUNDATION REINFORCING BAR NO LESS THAN 20 FEET LONG, 1/2 INCH N TES 4/0 AL O^ MINIMUM DIAMETER. 1. PROVIDE PROPER TRANSFORMER GROUNDING TX1 / 20' REBAR 2. FEEDERS PER PANEL SHEDULES UNLESS NOTED OTHERWISE 3. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND LABEL THE AVAILABLE FAULT CURRENT AT ALL NEW PANELS PER NEC 110.24(A) 4. CONTACT JEA FOR FINAL APPROVAL OF METERING EQUIPMENT 5. Provide electrical service disconnect signage per NEPA 70 230.70(B) DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D C N O W LO 2 ' O o w z LLLL � Lu/ cr_ U ❑❑ El El �j ❑ Z Nlv 01J M W 0) M u) W o Z oUr, W (� o0 rn m N Z 0 0 0 W �M(n O U)aJ LL Q mg- V)I— _� v o0 ,Z W CIa) CLD OC) T--(1).0 U) ate~� ;x,050) C - a.�oo.�� =U Lo Amro V- C/) N O U4 4 io'O a. OQ r`Mca-� 000)o O _ LLO LOL M M C W LL m � U U m zw J m ry �- U Z U CoQ U U 00 Q Z g w �:o o Fn > W Z_ 0 J_ DO W H 0 H F_ I— W LLI = O to Z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET 301 z aW ON z 00 0 z 0 U 0% W U �0 0 aF w� WC WF M 0 0 za as N C OF z NC a Dd 0� zv Q- V) F z4 0a En C , 0 vi - a -C J 3 a V Wu W W< �0 Li Nu zF Q oa W n W; �° �i cn O � FE a - 0L a( aF W c O 0. Qt �s R1 a1 0 1 U1 I W I I �I �I W' Vi J w X a X W of W Z c� N W -0 i J J 3 5 J I E r J n 0 C L { d r r iJ z z CC 2 z 0 a BUTT JOINT DOUBLE TOP PLATE UPPER PLATE BREAK PROVIDE (4)16dx3" NAILS EACH SIDE OF BUTT JOINT (TYP.) TT JOINT HEADER PRE -EN NEERED ROOF RUSSES J"O THREADED ROD ANCHOR 5 — BOLT w/3" PLATE WASHER BUTT JOINT OR FULL HEIGHT THREADED ROD ANCHOR Od TOE -NAILS ® EACH CRIPPLE TOP & BOT. -- I P.T. SYP#2 SILL PLATE 1 -0" MAX. 6" MIN. SOLE PLATE BREAK PATE BREAK DETAIL- EPDXY ANCHOR ,j(-+- 4"' FASTEN CORNER POST o TOGETHER w/12d COMMON ® 6" O.C. (STAGGERED) CORNER POST DBL. STUD ® END OF SHEARWALL OR GIRDER TRUSS, SEE DETAIL FOR NAILING PATTERN 4" 6� \ STRAIGHT CORNER FRAMING DETAILS EPXY ANCHOR BEAM NAILING SCHEDULE Al U AN CHOR`'BOLTS QOTIKG/FD,N./SLAB ® 48"6.c. STUD WALL_ ELEVATION D D2 @ FRAMED OPENING (TYPICAL) SCALE: NTS 1co 7- 1 N - NAIL FROM OTHER = SIDE OF 2nd PLY to NAILING PATTERN 24 OR 2x8 NAILING PATTERN BUILT—UP MEMBER TYPICAL BUILT UP COLUMN NAILING PATTERN TYPICAL MULTI -PLY HEADER/BEAM NAILING PATTERN U.N.O. FASTENING EA. LAYER OF BUILT UP COLUMNS w/THE FOLLOWING (_)2x4 (1) ROW OR 10dx3" NAILS ® 6" O.C. HEADER/BEAM SIZE 2 ROWS OR 10dx3" NAILS ® 8" O.C. FASTENING PATTERN (ALTERNATE SIDES WHEN FASTENING) 2 ROWS OR 10dx3" NAILS ® 8" O.C. (-)2x6 2) ROWS OR 1063" NAILS ® 8" O.C. \�� C� •.. •.•�// iii .• L? 7D cn (-)2x8 3 STAGGERED ROWS OF 10dx3" NAILS ® 12" O.C. (-)2x10 4 STAGGERED ROWS OF 1063" NAILS ® 12" O.C. (-)2x12 4) STAGGERED ROWS OF 10dx3" NAILS ® 12" O.C. (J1.7504" LVL"S I6 a- STAGGERED ROWS OF 1063" NAILS ® 12" O.C. _ 1.75x16" LVL"S 6 STAGGERED ROWS OF 10dx3" NAILS ® 12" O.C. BEAM NAILING SCHEDULE Al U AN CHOR`'BOLTS QOTIKG/FD,N./SLAB ® 48"6.c. STUD WALL_ ELEVATION D D2 @ FRAMED OPENING (TYPICAL) SCALE: NTS 1co 7- 1 N - NAIL FROM OTHER = SIDE OF 2nd PLY to NAILING PATTERN 24 OR 2x8 NAILING PATTERN BUILT—UP MEMBER TYPICAL BUILT UP COLUMN NAILING PATTERN BUILT UP COLUMN SIZE FASTENING EA. LAYER OF BUILT UP COLUMNS w/THE FOLLOWING (_)2x4 (1) ROW OR 10dx3" NAILS ® 6" O.C. (-)2x6 2 ROWS OR 10dx3" NAILS ® 8" O.C. (-)2x8 2 ROWS OR 10dx3" NAILS ® 8" O.C. BUILT—UP COLUMN NAILING DETAIL_ C2 C3 SCALE: NTS BOUNDARY OF SHEARWALL ATTACH DENSGLASS SHEATHING TO STUDS, BLOCKING Tnp R. -9, CII I Wcl w / SCRFWS Ccs 4"o_c- GYPSUM BOARD NAIL SPACING Al SUPPORTED EDG SEE NOTES OR PILE OF PANEL EDGE w/ KING WHERE REQUIRED BY :DULE OR NOTES SUPPORT IS 4" O.C. MAX. U.O.N. NAILING PATTERN FOR WALL SHEATHING & SHEARWALLS NAIL_ PATTERN DETAIL_ B2 SCALE: NTS NOTE: ALL STEEL WITHIN THE WASH BAY SHALL BE HOT DIP GALVANIZED (HDG) �_TS12 BEAM It TYP. I CAP R -%x8 x 0'-8" -SEE DETAIL A3/S4.2 FOR TUBE CONN. TO EXIST. CMU WALL. ------EXISTING MASONRY WALL. II NOTE: ALL STEEL WITHIN THE WASH BAY SHALL BE HOT DIP GALVANIZED (HDG) D.3 E.5 BENT R 4x13 x 0'-4" 32"o.c. w/(1) J"O EPDXY ANCHOR w/MIN. 6" EMBED (TYP.) APA RATED ROOF DECKING PRE-ENGINEERED ROOF TRUSS Hf TYP ® EA. TRUS' LOAD-BEARING 2x WALL, SEE LOADING NOTE THIS DETAIL LOADING NOTES: DESIGN TRUSSES BELOW, TO SUPPORT BEARING WALL, WITH THE FOLLOWING LOADS (USING ASCE 7-10 LOAD COMBINATIONS): DL (DEAD LOAD) = 435 POUNDS PER LINEAR FOOT (PLF) LLr (LIVE LOAD ROOF) = 300 PLF WLotm (WIND LOAD From OVERTURNING MOMENT) = ±190 PLF WLtruss (WIND LOADS From Truss) = TRUSS REACTIONS from Wind Forces LOAD-BEARING 2x WALL, SEE LOADING NOTE THIS DETAIL — rnw�i� RPdR/Nr W,4 / PLAN TYP. Liesiorn B u I 6421 Camp Bowie Blvd., #307, Fort Worth, TX 76116 p 817 585 1795 p 800 232 6707 bakerdesign.build Texas Firm Registration No. F-19899 CONT.(2)2x TOP PL. BOLTED TO BEAM FLANGE w/1 /2" O BOLTS ® 18"OC. STAGGERED THRU R jx12 x 1'-1" w/ (8)" A325X BOLTS CONT. (2) 2x6----- CONT. (2) PT 2x6 TOP PL. ' TOP PL. BOLTED TO BEAM FLANGE ILw/1 /2"O BOLTS ®18"OC. TS6 COLUMN STAGGERED 2x6 STUDS W -BEAM PER PLAN ® 16"o.c. (TYP) ROOF- FRAMING SECTION ROOF FRAMING SECTION 5 B3 B 4 @ BEAM COLUMN CONNECTION B @ WALL TRUSS CON N ECTI ON BEAM/ COLUMN 3 4"=1 '-0" SCALE: 3 4 =1 -0 PRE-ENGINEERED WOOD ROOF TRUSS PRE-ENGINEERED WOOD ROOF TRUSS APA RATED ROOF DECKING APA RATED ROOF DECKING CONT.(2) 2x6 TOP PL. NP, CONT. (2) 2x6 -\ PL. � 2.1 Y2.9 PER ARCH. \ \/ / I 1 x FASCIA PER ARCH. SOFFIT PER ARCH. SEE ATTACH 2x CROSS -BRACING TO STUD w/ (6) 16d NAILS MP. H2.5A 32 ® 32"o.c. SOFFIT PER ARCH. APA RATED WALL SHEATHI ® 32"o.c�V OO �Z to TS6 COL. \-TS6 COL. 2x6 CROSS BRACING STUDS � 16"o.c. (TYP) (TYP) APA RATED WALL SHEATHING ® 72 o.c. EACH WAY jj \-EXISTING MASONRY _Lj�� `!VALE 2x6 STUDS 16"o.c. (TYP) MING G SECT ON ROOF FRAMING SECTION ROOF FRAMING SECTION STEELFRAMING DETAIL_ STEEL_ ERA A3 A4 A5 SH BAY CANOPY COLUMN A 2 @WASH BAY CANOPY COLUMN @ TOWER ROOF EAVE @ EAVE w/ BEARING WALL @ WA SCALE: 3 4"=1 '-0" SCALE: 3/4 "=1 coni F /4 =1 —O _ SCALE: 3 4 =1 -0 El El ❑ z El w U m V- U = C U ZQ w n_ O U M W M ONO Ln \�� C� •.. •.•�// iii .• L? 7D cn o �� cj LL -. ow Oo `O o �.w � Q:� Q' w ==:v Qo; z. m N a - ,O cn�. o� �� . �C)\.� a- o o a) U © � O LL WUj W .,- m CID 0) Cn 0 0 U _5 El El ❑ z El 1:1 ❑ U m V- U = C U ZQ w m U M LLI CY) Cn W o z cn J < L] Oo `O 0 46 0 0 0 z m N Z O C� G W N QM o� �� a � 0 o a) U © :D a Co WUj W .,- m CID 0) Cn 0 0 LiJ _r _5 ) MU O r�NN _0V • ❑ Q O 0o'qt0 M 0) 0) O_O LL LL W ('7 04M � J m U m V- U = m W U ZQ w Q 00 Q U U Q �z MQ U 00 Q cn J < L] 0 46 Cn Z O U w Z O z w rr w O O rr w � Q w J I— o w w = cn o z DRAWN BY: CRS CHECKED BY: TGB DATE: 08-06-18 SHEET S4.2 PROJECT No. 18-127 MECHANICAL NOTES 1. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. LOCATION OF DUCTWORK IS APPROXIMATE. PRIOR TO FABRICATING DUCTWORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ENGINEER. PRIOR TO INSTALLING EQUIPMENT, CONTRACTOR SHALL ENSURE EQUIPMENT CLEARANCES WILL BE MAINTAINED. 2. FABRICATE AND INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION, 3. CONDENSATE DISPOSAL SHALL BE IN ACCORDANCE WITH 2017 FMC INCLUDING ALL LATEST REVISIONS. 4. CONDENSATE PIPING SHALL BE TRAPPED AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 5. INDOOR AND OUTDOOR UNITS SHALL HAVE SINGLE POINT OF CONNECTION. 6. PROVIDE CONICAL TAKE -OFFS FOR ALL ROUND TAPS INTO RECTANGULAR DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE -OFF FOR CFM ADJUSTMENT. 7. COORDINATE DIFFUSER BOXES, SUPPLY, AND RETURN GRILLES AND OTHER MECHANICAL DEVICES WITH LIGHT FIXTURES, SPRINKLER PIPING AND PLUMBING. 8. PROVIDE LOW AMBIENT CONTROLS AS NECESSARY TO ALLOW COOLING AT TEMPERATURES DOWN TO 45°F. 9. HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT AND DESIGN CONDITIONS. ACTUAL FIELD CONDITIONS OR SUBSTITUTIONS FROM SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER. IF LARGER MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE ELECTRICAL SERVICE TO ENSURE PROPER WIRE SIZES AND DEVICES AT NO ADDITIONAL COMPENSATION (DUE TO THESE CHANGES) ASKED FOR OR REQUESTED BY ANOTHER CONTRACTOR OR TRADE. 10. REFRIGERANT LINES FROM CU'S TO AHU'S SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. 11. ALL FAN MOTORS SHALL HAVE THERMAL OVERLOAD AND CURRENT PROTECTION. 12, PROVIDE SMOKE DETECTORS IN RETURN DUCT FOR ALL AHU's THAT DELIVER GREATER THAN 2000 CFM. 13. PROVIDE AHU's WITH PROGRAMMABLE THERMOSTATS. 14. PROVIDE UNITS WITH 1" DISPOSABLE FILTER AND FILTER HOUSING, TIME DELAY RELAY AND LOCKOUT RELAY. 15. PROVIDE UNITS WITH A 5 YEAR WARRANTY FOR COMPRESSORS & ONE YEAR ON OTHER PARTS. 16. CONCEALED DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD PER LATEST SMACNA STANDARDS. EXPOSED DUCT SHALL BE INTERNALLY INSULATED, DOUBLE -WALLED, GALVANIZED SPIRAL DUCT. 17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W17H THE 2017 FLORIDA MECHANICAL CODE (INCLUDING ALL LATEST REVISIONS), NFPA 90A, ASHRAE 62-2001, AND ASHRAE 90.1. 3/8" THREADED ROD ROUTE CONDENSATE TO BACK OF BUILDING SPLIT SYSTEM COOLING UNI I OUTDOOR AIR INTAKE 115 2250 INDOOR FAN OUTDOOR FAN ELECTRICAL DATA OUTDOOR AIR INTAKE INDOOR FAN DATA COOLING CAPACITY' ALUMINUM GREENHECK EHH-501X COMP. OUTDOOR BASIS OF DESIGN SEER RLA FAN MARK TOTAL 0/A ESP FLA MOTOR EDB EWB AMBIENT TOTAL SENSIBLE (A) FLA (A) MCA MOCP HEATER MCA MO VOLTS Hz PHASE MOUNTINGAPACITY (CFM) (W.G.) (A) (HP) (°F) (°F) (°F) (BTU/HR) (BTU/HR) (A) (A) (kW) FLOW (A) (A) (Ea) (CFM) W (RP) (P) CARRIER (A�) AHU-1 1/2 77 64 95 34,940 28,870 14.0 16.7 1.40 31.2 35 5.0 22.3 35 208 60 1 FB4CNP042L00/24ACC442A003 1250 115 0.5 4.1 5 6 /CU -1 365 N/A NOTES: SHALL MEET ALL SCHEDULED VALUES REGARDLESS OF MODEL OR TYPE, UNLESS APPROVED BY THE ENGINEER. EQUIPMENT 5 1. UNITS PROVIDED EACH UNIT WITH A PROGRAMMABLE THERMOSTAT MOUNTED @ 48" AFF. 0.06 212 2.PROVIDE 23 OFFICE 3. INDOOR UNIT POWERED BY OUTDOOR UNIT. 1 0.06 4. PROVIDE MOTORIZED DAMPER IN TO CLOSE WHEN UNIT IS DE -ENERGIZED IN UNOCCUPIED MODE. N/A 9 MARK AIR DIc►TRIBUTION DEVICE SCHEDULE CFM MOUNTING FACE SIZE BASIS OF DESIGN NOTES MARK DESCRIPTION 0 TOILET LAY -IN 24" x 24" / 12" x 12" TITUS TMS -AA 1,2 A 4 -WAY SUPPLY TOILETS () o �- c EGGCRATE RETURN LAY -IN 24" x 24" / 12" x 12" 70 CFM x 1 TITUS 50F TOILET 1,2 wn o -1- 't B TOILETS �+- TOTAL O/A REQUIRED = 84 CFM TOTAL - 140 84 O/A PROVIDED THROUGH AHU-1 = 115 CFM 00 DUCT 12" x 6" TITUS 30OFS 1,2 C 2 -WAY SUPPLY U) NOTES: 1. LOUVER FACE. 2. WITH OPTIONAL DAMPER. W EXHAUST FAN SCHEDULE TOTAL AIR E.S.P. UNIT TYPE DRIVE OPENING ROUGH POWER AMPS VOLTS/PH/Hz MANUFACTURER MODEL NUMBER NOTES MARK SERVICE (CFM) (W G) SIZE (V\I) J � 70 0.10 CEILING DIRECT 9" x 9" 96 0.8 120/1/60 NUTONE 671R 1,2 EF -1,2 TOILET ROOM Z 2 DIRECT 20 1/2" x 20 1/6 HP -- 120/1/60 GREENHECK SE1-18-424-B 2,3,4 EF -3,4 MECH ROOM 2250 0.10 SIDEWA,LL 1/2" H NOTE: 1. INTERLOCK WITH LIGHT SWITCH. 2. PROVIDE BACKDRAFT DAMPER. 3. PROVIDE SPEED CONTROLLER � 4. INTERLOCK WITH SWITCH MARK TOTAL AIRI MOUNTING DESCRIPTION (CFM) LOUVER SCHEDULE L-1 OUTDOOR AIR INTAKE 115 2250 WALL MOUNTED WALL MOUNTED L-2,3 OUTDOOR AIR INTAKE NOTES: 1, COORDINATE FINISH WITH ARCHITECT. 2. PROVIDE BIRD SCREEN. 3. PROVIDE ELECTRIC 2 -POSITION MOTORIZED DAMPER, INTERLOCKED WITH EF -3,4. MARK I DESCRIPTION WC -1 I EXHAUST NOTES: 1. ALUMINUM CONSTRUCTION. 2. FOR OUTSIDE WALL APPLICATIONS. 3. BUILT IN DAMPER. FACE SIZE I ROUGH OPENING SIZE I MATERIAL BASIS OF DESIGN NOTES 12" x 12" 12 3/4" x 12 3/4" ALUMINUM GREENHECK EVH-660D 1,2 36" x 36" 36 3/4" x 36 3/4" ALUMINUM GREENHECK EHH-501X 1-3 WALLCAP SCHEDULE TOTAL AIR MOUNTING FACE SIZE DEPTH NECK SIZE MATERIAL BASIS OF DESIGN NOTES (CFM) 7-1/2" x 6-3/4" 5-1/2" 6 ALUMINUM GREENHECK WC -6 1-3 140 WALL MOUNTED ELECTRIC CALCULATION ASHRAE 62.1 2004 SCHEDULE UNIT HEATER ZONE AREA OUTDOOR MARK SERVICE TOTAL AIR (CFM) TYP1= AIR RATE MOUNTINGAPACITY AIR RATE THEATING (Ea) VOLTS/PH/Hz EH -1,2 I WORKROOM 700 UNIT HEATER I WALL BRACKET I 10 KW EXISTING BAR JOIST/STEEL FRAMING UNISTRUT - PERPENDICULAR TO JOIST 1-1/2" DRAIN PAN ;RUT - PERPENDICULAR TO JOIST NOTE: UNISTRUT SUPPLIER TO VERIFY SUPPORTS WITH WEIGHT OF UNIT AND EXISTING STRUCTURE A Ul i n/Inl I KITI nl(, nPTA I I NOT TO SCALE 240/1/60 MANUFACTURER MARKEL MODEL NUMBER HF2B511OCA NOTES REMOTE THERMOSTAT rlcn SNI(' /'r -II INI(_ SON WITH MPER DUCT TO WALL CAP EXTERIOR WALL CEILING INTAKE TOILET EXHAUST DETAIL. NOT TO SCALE OUTDOOR AIR VENTILATION CALCULATION ASHRAE 62.1 2004 Vbz = (Rp)(Pz) + (Ra)(Az) PEOPLE OUTDOOR ZONE AREA OUTDOOR ZONE FLOOR EXHAUST BREATHING ZONE SPACE AIR RATE POPULATION AIR RATE AREA (Ea) (Vb�) W (RP) (P) (Ra) (A�) 0') cy) CUSTOMER 5 6 0.06 365 N/A 52 EQUIPMENT 5 2 0.06 212 N/A 23 OFFICE 5 1 0.06 70 N/A 9 co C14 MCn W O cn aJ LL 70CFM x1 0 TOILET 0 0 0 48 TOILETS () o �- c 0 0 45 70 CFM x 1 0 TOILET 0 wn o -1- 't -a c~3 ca TOILETS �+- TOTAL O/A REQUIRED = 84 CFM TOTAL - 140 84 O/A PROVIDED THROUGH AHU-1 = 115 CFM 00 BRANCH & FLEX DUCT SCHEDULE 0 - 160 CFM - 6"o 165 - 250 CFM - 8110 255 - 380 CFM - 10"o 385 - 470 CFM - 12"o 475 - 700 CFM - 14"o 705 -1100 CFM - 16"o NOTE : BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. ❑❑�j ❑❑ J_ ❑ Z ❑ Q U)�/ olJ W co W 0') cy) W m o N 0 CD 04 LL p poj 06 W (r, 0 0 60 Z� CmN G W co C14 MCn W O cn aJ LL Q © U)U J °o a)Z E -W ��,CL - (D om o p () o �- c >N(D0")0>=N W>00 D N,U wn o -1- 't -a c~3 ca LLI �+- r- N N 0 aO QQ Imoo I- mo 00 M M CV 0 CV M J J mLL U U zW m E- U Q F_ L.17 z M Q M J F_ Q U) J_ Q W 0 06 W J D LLI 2 U) W ~Z z o J � U_ Lu Z 2 W W H J � I- W ui 2 O U) Z DRAWN BY: AMG CHECKED BY: CMD DATE: 09-10-18 SHEET M-1 SI' BE ME DI FL --------------------------------------------------- I n I z MECHANICAL PLAN. SCALE: 1/4"= 1'-0" y DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. ❑❑ M M 0 M ❑❑ -i _j m LL W Cj J m ry �— U ❑ Z ❑ uN LJ_ Z J 0- M LLJ O M 0 0 LL WO O ON J U Z O LJ.. M Q W V O O O O mN ZO Lu 04 M -c N J w F- D �� O U)aJ H f- H Q um (n I-' ' cu O Z w � w uj 00v� 00 N� N a).2 c 2 cn O Z WI Q—o �> o �,� � 00)v �U� a=te �.0 OD �N N O Ute' 0 i a I� co O O M -) O O O_O LL LL W M M 0 M -i _j m LL W U U z W J m ry �— U U L Z M < U �� U Q Z J 0- 0 0 LL Z O J U Z U) W � Q 2 W J w F- D H f- H w 2 cn O Z DRAWN BY: AMG CHECKED BY: CMD DATE: 09-10-18 SHEET 1 2. 3. 4. 5. 6. 7. 8. 9. 10. PLUMBING NOTES PIPING NOTES ALL WORK & MATERIAL SHALL BE PERFORMED & INSTALLED IN 1. PROVIDE TRAPEZE PIPE HANGERS FOR PIPES 3 OR MORE. DOUBLE NUT COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODES, & ALL PIPE SIZES (INCHES) U -BOLTS EVERY THIRD HANGER. U -BOLT SHALL BE LOOSELY CURRENT AMENDMENTS. NOTHING IN THESE DRAWINGS IS TO BE MARK FASTENED. INTENT IS NOT TO BIND OR HOLD PIPE, BUT ONLY TO CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. ELECTRICAL PROVIDE LATERAL SEPARATION. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES 2. PROVIDE 1" X 1" X 1/8" ANGLE WELDED TO BOTH SIDES OF PIPE OF BAR SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. SERVICE JOIST IF PIPE HANGAR IS MORE THAN 6" AWAY FROM PANEL POINTS. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE 3. PROVIDE WATER HAMMER ARRESTORS FOR ALL GANG TOILET AREAS WITH ELECTRICAL, MECHANICAL AND STRUCTURAL FRAMING. 1/2 OR ANY OTHER SINGLE OR MULTIPLE WATER USING DEVICE. BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY THE 4. FASTEN ALL INSULATION PIPE SHIELDS TO PIPE INSULATION WITH EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL 208V/10/60Hz ADHESIVE. UTILITIES AND PIPING, IMMEDIATELY NOTIFY THE NOTE. 1, SET THERMOSTAT AT 110° F. 2. SEE MANUFACTURER'S DATA FOR INSTALLATION AND CONNECTION SIZES. ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 5. ALL PIPE SUPPORT SYSTEMS SHALL NOT CRUSH THE INSULATION 1/2 1/2 WHEN RESTING UPON THE SUPPORT. THE USE OF METAL SADDLES IS ALL WASTE AND VENT PIPING SHALL SLOPE AT 1% UNLESS INDICATED P-2 NECESSARY WHEN THE WEIGHT OF PIPE EXCEEDS THE WEIGHT OTHERWISE. QN c"' SUPPORT LIMIT OF THE INSULATION. ALL VENT PIPING SHALL BE ATTACHED TO WALL NO FURTHER THAN 3" 6. PIPE SIZES MAY BE SHOWN FOR THE SAME PIPING ON MORE THAN ONE AWAY. COORDINATE MODEL WITH OWNER PLAN. IN CASE OF PIPE SIZE DISCREPANCY, THE LARGER PIPE SIZE 1/2 1-1/2 SHALL BE CONSIDERED CORRECT DURRING THE BIDDING AND DURING REMOVE ALL FACTORY MARKINGS ON EXPOSED PVC PIPING. USE WALL BOX CONSTRUCTION UNLESS SPECIFICALLY APPROVED BY THE ACETONE, XYLENE, MEK OR ANOTHER APPROPRIATE SOLVENT. -- ARCHITECT/ENGINEER OTHERWISE. FCO's SHALL BE INSTALLED FLUSH TO FINISHED FLOOR. NO DISHING 7. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD DOMESTIC PERMITTED. 1/2 WATER AT ALL RESTROOM LOCATIONS AND HEAT TRAPS FOR WATER 3 2 HEATERS. ALL UNDERFLOOR WASTE PIPING SHALL BE PVC UNLESS STATED WATTS SERIES LFUSG-B-M2, UNDER SINK GUARDIAN; THERMOSTATIC MIXING VALVE, LEAD FREE BRASS 4 -PORT, "H" PATERN BODY; DUAL CHECK VALVES, 1/2 OTHERWISE BY LOCAL CODES AND REGULATIONS. 8. PROVIDE 3/4" IMCOA INSULATION ON DOMESTIC COLD WATER PIPING MV MIXING VALVE ABOVE CEILING. ALL FLOOR DRAINS LOCATED IN THE TOILET ROOMS, MECHANICAL J ROOMS AND OTHER LOCATIONS NOT SUBJECT TO PERIODIC 9. PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS WASHDOWN SHALL BE PROVIDED WITH TRAP PRIMERS. SHALL BE INSULATED AND HAVE SPACE SEALED WITH FIRE STOP 3 2 MATERIAL. 11, ALL VENT PIPING SHALL BE FULL LINE SIZE IF A WCO IS SHOWN, OR AS INDICATED. 12. FLOOR DRAIN LINE SIZE AND VENTING IN ACCORDANCE WITH 2017 FLORIDA PLUMBING CODE INCLUDING LATEST REVISIONS, COMBINATION WASTE AND VENT SYSTEM. 13. ALL VENT PIPING SHALL BE LOCATED WITHIN MASONRY WALLS AND OTHER WALL CONSTRUCTION THAT MAY BE USED TO ENCLOSE THE VENT PIPING. PIPING SHOWN ON DRAWINGS MAY NOT REFLECT THIS INSTALLATION METHOD BECAUSE OF THE DEGREE OF DETAIL INCONSISTENT WITH 1/8" PLANS. IF PIPING CANNOT BE INSTALLED WITHIN THESE STRUCTURES, APPROVAL OF THE ENGINEER OF ANOTHER INSTALLATION METHOD IS REQUIRED. 14. ALL HOT WATER PIPING SHALL BE INSULATED WITH 1" FG AND ASJ PER FPC 607.5. 15, ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12" (INCHES) FROM ANY VERTICAL SURFACE AND 10' (FEET) FROM ANY OUTSIDE AIR INTAKES. 16. PLUMBING FIXTURE DESCRIPTION SHALL TAKE PRECEDENCE WHEN EXISTS A CONFLICT WITH THE DESCRIPTION AND MODEL NUMBER. NOTE: NO PLUMBING, MECHANICAL OR ELECTRICAL CONNECTIONS OR INSTALLATIONS SHALL BE MADE UNTIL THE GENERAL CONTRACTOR, SUBCONTRACTOR AND OWNER/TENANT HAVE FIELD VERIFIED ALL EQUIPMENT REQUIREMENTS WITH EQUIPMENT SUPPLIER. ELECTRIC WATER HEATER SCHEDULE W ❑❑ HEATING PIPE SIZES (INCHES) MARK FIXTURE MARK CAPACITY ELEMENT ELECTRICAL BASIS OF DESIGN MODEL U (GAL) CW SERVICE MANUFACTURER VENT M (kVV) 1/2 -- 4 WH -1 40 4.5 208V/10/60Hz A.O. SMITH DEN -40 NOTE. 1, SET THERMOSTAT AT 110° F. 2. SEE MANUFACTURER'S DATA FOR INSTALLATION AND CONNECTION SIZES. COLD WATER SUPPLY (IN) THERMAL EXPANSION HOT WATER SUPPLY (OUT) SHUT-OFF VALVE (TYP) DI -ELECTRIC �— UNION (TYP) PLUMBING FIXTURE SCHEDULE W ❑❑ PIPE SIZES (INCHES) MARK FIXTURE DESCRIPTION � U U ~Q Z ❑ z ❑ U u CW HW SAN VENT M FLOOR MOUNTED, ELONGATED, VITREOUS CHINA, TANK TYPE, RIM @ 18" AFF, OPEN FRONT SEAT, NO COVER, WITH CONCEALED CHECK & S.S HINGE POST; 1/2 -- 4 2 P-1 WATER CLOSET - HANDICAPPED 1/2" CHROME PLATE, BRASS WHEEL STOP, ANGLE STOP U -) p LL rz LLI V0 VITREOUS CHINA, WALL HUNG, 4" CENTERS; FAUCET: CHROME PLATED BRASS, WRIST BLADE LEVERS, GRID DRAIN, CHROME P -TRAP, 1/2" WHEEL HANDLE 1/2 1/2 1-1/2 2 P-2 LAVATORY - HANDICAPPED STOPS QN c"' -r- C14 P-3 BREAKROOM SINK COORDINATE MODEL WITH OWNER 1/2 1/2 1-1/2 2 P-4 WALL BOX FLUSH MOUNTED WALL BOX TO ACCEPT WASHER DRAIN HOSE, WITH AIR GAP, INTO STANDPIPE PER FPC 802.4 -- -- 2 2 P-5 MOP SINK SINGLE COMP, MOLDED, FLOOR MOUNTED; CHROME PLATED BRASS FAUCET, 4" CENTERS, WHEEL HANDLE STOPS, CUP STRAINER WITH REMOVABLE BASKET 1/2 1/2 3 2 70 coca -0-0OOU0d WATTS SERIES LFUSG-B-M2, UNDER SINK GUARDIAN; THERMOSTATIC MIXING VALVE, LEAD FREE BRASS 4 -PORT, "H" PATERN BODY; DUAL CHECK VALVES, 1/2 1/2 -- -- MV MIXING VALVE INTEGRAL SCREENS; SET TEMPERATURE LIMIT TO 110°F J H � CAST IRON W/ FLANGE, INTEGRAL REVERSING COLAR, SEEPAGE OPENINGS, 7" ON 3" BODY, SATEN NICKEL, BRONZE STRAINER, TRAP PRIMER TAP & TY -SEAL H 3 2 FD FLOOR DRAIN OUTLET W U) Z HB HOSE BIB FREEZE PROOF BACKFLOW PROTECTED, VACUUM BREAKER, WALL FAUCET; CONTRACTOR CONFIRM WITH TENANT EXACT MODEL DESIRED 3/4 -- -- -- NOTE: 1. ALL EXPOSED PIPING TO LAVATORIES TO BE PROVIDED WITH FACTORY FORMED INSULATION COVERS FOR THE P -TRAP AND SUPPLIES, EQUAL TO TRUEBRO HAND] -LAV GUARD. 2, LAVATORIES AND HAND SINKS SHOULD BE 0.5 GPM OR PROVIDE WITH 0.5 GPM AERATOR TO LIMIT FLOW. 3. SEE MANUFACTURER'S DATA FOR INSTALLATION AND CONNECTION SIZES. 3" VTR 3" VTR P-4 ^ P-5 P-3 P-1 SPILL INTO TRENCH P-1 CONVEYOR TRENCH;----_,,. �3S P-2 SEE DETAIL SPILL INTO TRENCH \ V \ 3'' FD\ \ , os \ REFER TO EQUIPMENT \ \ DRAWINGS FOR EXACT LOCATIONS, TYP. \ \ FD ,,- CONNECT TO SANITARY SEWER; SEE z �' �I RECLAIM DISC CIVIL DRAWINGS FOR CONTINUATION FD .- CONVEYOR TRENCH;---__,, ' SEE DETAIL �2 \\ SCh SPILL INTO TRENCH \\ , SS 6 \ \ �p 4 B LUU Sv ID c ROUTE TO P-4 0 1 O ECO � c�G �0 WATER S �p CORROSION HEATER RESISTANT PAN; MINIMUM 1.5" DEEP DRAIN TO P-4 WATER HEATER DETAIL NOT TO SCALE � SG 6 i SANITARY RISER C. J NOT TO SCALE CONNECT TO SANITARY SEWER; SEE CIVIL DRAWINGS FOR CONTINUATION DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. El W ❑❑ El U) m LL �j m pp � U U ~Q Z ❑ z ❑ U u M W Q )W o U -) p LL rz LLI V0 0 Z 0°N zo CD � W QN c"' -r- C14 © vJ� U �W �U 00 N Z �- uja)a� O m aTTp 2cnm � ;i` Z 0 W W2a >q9 a)°" ' C) ID Lr) o�Nt - ON N 70 coca -0-0OOU0d QM��00 a 0) LL LL DRAWN BY- AMG CHECKED BY- CMD DATE: 09-10-18 SHEET W M M 0CN J U) m LL m pp � U U ~Q Z W D w J m ry U U QQ� Lz 00Q J Q U) J_ a W D Z a U) W J 0 W U U) U) W Z 0 Ou) Z (D Z_ 5 W Of m J H � H W U) Z DRAWN BY- AMG CHECKED BY- CMD DATE: 09-10-18 SHEET Aims r r'AA[D D7QQnQQ R. AIR nPYFR RY Fnt llPMFNT Sl1PI IFR: DOMESTIC WATER PLAN_ SCALE: 1/411= 11-0 11 ?" CW; FIELD AL DRAWINGS 3/4" CW; FIELD AL DRAWINGS i I I �I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I J 4eled, yo DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS, THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. LLI M M 0,4 C)CN 'J 0 E U)m LL (j U U Z W ❑ Z ❑ �U Z C� Q U 00 CV O W � Lo -;\ Oa co z J W D W CA M G W • -� -moi f `�' z u � W p 0 LLI U) Cn L.L � W (D OO O O ❑❑ M M 0,4 C)CN 'J 0 E U)m LL (j U U Z W ❑ Z ❑ �U Z C� Q U 00 (n co z J W W CA M W Q O u/ Z p 0 LLI U) Cn L.L � W (D OO O O CnN z U C W ,6co "J CqV o v! cn IL Q Q �/� v/� U) �c00 Z W Q F_w� F- Cn� �,m�� CU c > NCA Oc C C) W= Q OO r- '5; CuNU NUS W O "a CN CN OU�� W Q o NOW mo O co � CA CA 00 IL LL W M M 0,4 C)CN 'J U)m LL U U Z W D J m Q.00 U �U Z C� Q U 00 U Q z J W Q 0 LLI U) Cn W ryO U 0 Q W Q Z O U U) W W O 0 � W Q o W W T- o O z DRAWN BY: AMG CHECKED BY. CMD DATE: 09-10-18 SHEET P-2 v J zQ a= a -V a) w¢ w Vi N ow z� Q _l Ld W Z Z Ld Uj z �c �w cn z F -w C7 Y Wcc 0� OC CL�_ �L wLL _ V2 oc 0� z 2 Q� c �U o" wU �> V V)F W � V) t w c J � V) ' W : W. W cr w: z 2, V) 0: C L J n D DESIGN SPECIFICATIONS: 04200 MASONRY: A. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC AND IN ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-11. B. ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1 -HOUR INITIAL SET TIME BETWEEN LIFTS. 04202 MASONRY CONSTRUCTION: A. CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270) IN ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENTH (f'm) OF 1500 PSI. B. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP AND HAVE A IIMUM GROUTSPECIFIED SHAL ®0COMPRESSIVENLY BE ALLOWED WITHHOF WRITTENOAPPRIAT OVAL20FDAYS THE WHEN TESTED IN ACCORDANCE WITH ASTM C 1019. FINE ENGINEEER-OF-RECORD. C. DEFINITIONS: GROUT POUR HEIGHT - THE TOTAL HEIGHT OF MASONRY TO BE GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONRY. GROUT POUR__-! CONSISTS OF ONE OR MORE GROUT LIFTS. GROUT LIFT - THE LAYER OF GROUT PLACED IN A SINGLE CONT( OPERATION RODDING - THE ACT OF COMPACTING FRESHLY POURED CONCRETE ORSGROUT I ITS N ORM BD IS Y FREEITED �GSTHE MASS FEET 20FMAIR POCKETS WITH REPEATED STABS OF A ROD. PUDDLING - THE PROCESS OF INDUCING COMPACTION OF GROUT BY USE OF A TAMPING ROD. PUDDLE - THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB, AND TO PRODUCE A DENSER MASS. PUDDLE STICK - A STICK OR ROD USED TO CONSOLIDATE GROUT BY HAND. D. MASONRY CONSTRUCTION AND INSPECTION GUIDELINES: 1. LAY UP MASONRY IN RUNNING BOND FOR SIZES AND REINFORCING PER PLANS AND ELEVATIONS. 2. FACE SHELLS OF BED JOINT SHALL BE MORTARED. 3. WEBS SHALL BE MORTARED AT CELLS TO BE GROUTED. 4. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE GROUT FILLED UNLESS BOND IS SHIFTED DUE TO SITE CONDITIONS. 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) ON CENTER STARTING FIRST BLOCK ABOVE FOUNDATION. 6. MAINTAIN MINIMUM OF 1/2 INCH (12.7 MM) COVER ON JOINT REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN MORTAR. 7. GROUT SPACES BOTH VERTICAL AND HORIZONTAL ARE TO BE SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. 8. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING. 9. GROUT SPACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT. 10. FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS. 11. PLACE GROUT IN LIFT A® B® USEDETONRODIGHT GROUT LIN C EAN0 LT TO CENSURE T ES ARE ®ERE EAQRERNO VOIDS IN GROUT. 12. A REINFORCING BAR M 13. PLACE REINFORCING APPROXIMATELY 1 INCH25 I)TO THE DEPEND NG IDE ON OFDOWEL /SLUMPCELL AND (ACI WEATHER CONDITIONS. 14.GROUT SHOULD SET IN APPROXIMATELY 90 MNUTES 15. DO NOT BEND OR MOVE REINFORCEMENT AFTER GROUT HAS SET. 16. FILL ALL CELLS SOLID BELOW FINISH FLOOR ELEVATION. 17. MASONRY SHALL BE INSPECTED PER ACI 530, ASSURANCE LEVEL B. E. TOLERANCES CENTER REINFORCING: CENTERLINE LOCATION SHOULD WITHIN 2 1/2 INCH INCHESS (511 MM)l OF THE CENTER OFMASONRY. CELL. HORIZONTAL LOCATION SHALL BE W REINFORCING SHALL MAINTAIN POSITION WITHOUT BEING TIED. DO NOT MOVE REINFORCING AFTER INITIAL SET OF GROUT. F. BOND BEAMS: HORIZONTAL REINFORCING SHALL BE 1/4 INCH (6 MM) CLEAR OF MASONRY FOR FINE GROUT AND 1/2 INCH (13 MM)FOR COARSE GROUT. KNOCK OUT WEB BLOCKS SHALL BETHE SHALLTOP BENUS�D TO PREVENM GROUT FROM BOND ESCAPING FROM DEPENDING ON THE LOCATION. WIRE MESH 0R SOME OTHER MEANS THE BOTTOM OF THE BOND BEAMS INTO CELLS WITHOUT VERTICAL REINFORCING. 05105 ANCHOR BOLTS: A. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307, A36 OR ASTM F1554 GRADE 36. B. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F436 GRADE 36. C. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. 05110 EPDXY ANCHORS: A. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): * SIMPSON STRONG -TIE CO., PRODUCT: ET -HP 05100 STEEL: A. ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC, AISC & AWS. B. ALL ANGLES, PLATES, CHANNELS AND MISC. STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. C. ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50 D. ALL STRUCTURAL TUBING SHALL BE ASTM A500 (GRADE B) E. ALL PIPE SHALL BE ASTM A36 GRADE -13 WN OTHERWISE ON F. ALL FILLET WELDS SHALL CONFORM TO SECTION J2.213 OF AISC SPECIFICATIONS, EVEN WHEN SHO ARCHITECTURAL OR STRUCTURAL DRAWINGS. G. ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, BUT NOT SIZED SHALL BE A MINIMUM OF FILLET, 2 EACH END AND 2 AT 12 o.c. BOTH SIDES. H. ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES. J. BOLTED & WELDED SHEAR CONNECTIONS SHALL BE DESIGNED PER AISC STANDARDS & ALLOWABLE LOAD TABLES. AN AISC CERTIFIED FABRICATION PLANT SHALL BE USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN LIEU OF USING AN AISC CERTIFIED PLANT, SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER & K. CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR ALL FIELD WELDING, IN ACCORDANCE w/ AWS D1.1. L. ALL SPLICES IN MEMBERS SHALL BE SHOWN ON THE SHOP DRAWINGS. M. ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 NUTS & F436 WASHERS. AND SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD. ASTM C1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5Ksi. P. BASE PLATE GROUT SHALL COMPLY WITH R. ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. S. DO NOT USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR USING DRIFT PINS. T. CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED &WELDED CONNECTIONS. U. CONTRACTOR/ERECTOR SHALL COMPLY WITH ALL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF STRUCTURAL STEEL. W. THE CONTRCATOR/ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME SYSTEM AND THAT BRACING SHALL REMAIN IN-PLACE UNTIL ALL VERTICAL & LATERAL BRACING SYSTEMS HAVE BEEN COMPLETELY INSTALLED. DESIGN SPECIFICATIONS: 02300 SOILS: A. MINIMUM jIkLLOWABLE SOIL BEARING CAPACITY = 2,000 PSF B. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. C. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PU'�NS. THE FILL BELOW THE FOUNDATION SHOULD BE E 5% FMODIBFRED PROCTOR MAXIMUM DRY IS, ORGANIC MATERIAL, COHESIVE DENSITY SOILS FOR A DEPTH OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO OF 2'-0" BELOW THE BOTTOM OF THE FOOTING. D. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS. 03000 CONCRETE: A. CONCRETE SHALL BE IN ACCORDANCE WITH FBC & ACI. B. CAST -IN -(PLACE CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF: SLAB -ON -GRADE & TURNED DOWN EDGE ....................... 3,000 PSI INDIVIDUAL SPREAD FOOTINGS ........................................... 3,000 PSI C. NO WATEF, SHALL BE ADDED TO THE CONCRETE, AFTER THE TRUCK HAS LEFT THE BATCH PLANT WITHOUT AUTHORIZATION FROM THE ENGINEER -OF -RECORD (EOR), UNLESS THE DELIVERY TICKET INDICATES AN AMOUNT OF WATER THAT IS ALLOWED 'f0 BE ADDED AT THE JOB SITE, AFTER AUTHORIZATION BY THE TESTING LAB REPRESENTATIVE. D. CONCRETE(: MIX DESIGNS SHALL BE SUBMITTED ITOTHE S RUCTU AL EOR FOR MATERIALS. REVIEW & APPROVAL. SUBMITTALS SHALL INCLUDE CERTIFICATES FOR AGGREGATES, ADDITIVES E. LOCATION OF CONSTRUCTION JOINTS IN THE FOUNDATION SYSTEM SHALL BE SUBMITTED TO THE STRUCTURAL EOR FOR APPROVAL. F. FLOOR FL4TNESS SHALL NOT HAVE DEVIATIONS GREATER THAN 0.125" IN TEN FEET. G. THE READY MIX COMPANY SUPPLYING THE CONCRETE SHALL COMPLY WITH ASTM C94 & SHALL BE A NRMCA CERTIFIED MANUFACTURER. J. CONCRETE ADMIXTURES SHALL NOT CONTAIN ANY CALCIUM-CLORIDE. K. CONCRETE: SHALL BE NORMAL WEIGHT (±145 PCF) CONCRETE WITH A MIN. OF 3% AIR ENTRAINMENT. L. FLY ASH i'ASTM C618) OR SLAG CEMENT (ASTM C989) MAY BE SUBSTITUTED FOR UP TO 40% OF THE PORTLAND CEMENT (ASTM C150; TYPE 1/11). FLY ASH SHALL NOT EXCEED 25% OF CEMENTITIOUS MATERIALS. M. MAXIMUM WATER TO CEMENT (W/C) RATIO SHALL NOT EXCEED 0.50. N. CONTRACTOR SHALL APPLY A DISAPATING CURING/SEALER TO THE SLAB, TIMING AND APPLICATION PROCEDURES SHALL COMPLY WITH MANUFACTURERS RECOMMENDATIONS. P. CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING & INSPECTING AGENCY, ACCEPTABLE TO THE OWNER, TO PERFORM FIELD TESTS, INSPECTIONS AND PREPARE TEST/INSPECTION REPORTS. Q. TESTING AGENCY SHALL OBTAIN THE FOLLOWING, PER ASTM C172: 1. SLUMP, PER ASTM C143, FOR EACH TRUCK LOAD. 2. AIR CONTENT, PER ASTM C213, FOR THE FIRST AND EACH FIFTH TRUCK AFTER THAT. 3. TEMPERATURE, PER ASTM C1064, FOR EACH TRUCK. 4. STRENGTH. PER ASTM C31, FOR EACH MIX SDETIEST THAT PER ASTM C39R ONEEVERY CYLINDERDATF7CONCRETE DAYS, TWO CYLINDERS EACH A 2 R. CAST & F7IELD CURE FOUR STANDARD CYLINDER DAYS & HOLD ONE CYLINDER FOR FUTURE TESTING. S. NOTIFY EOR, WITHIN 24 HOURS, IF 7 DAY CYLINDER IS LESS THAN 60% OF DESIGN STRENGTH. 03200 CONCRETE REINFORCEMENT: A. STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS. B. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 C. WELDED WIRE REINFORCING (WWR): SHALL BE ASTM A185. D. CONCRETE: COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1Y2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND E. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. CORNER REINFORCEMENT SHALL BE LAPPED 30". F. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORBENCE HELDITH THE SECURELYPINAPOS POSITION WITH ST ANDARDDING DIAGAMS DPLACING ACCESSORIDES AILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL DURING PLACING OF CONCRETE. 06100 WOOD: WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 06105 VERTICAL FRAMING: USE 2x6 STUDS FOR ALL EXTERIOR WALLS, UNLESS NOTED OTHERWISE IN THESE PLANS. SPACE STUDS @ 16" O.C. MINIMUM AT AILL EXTERIOR WALLS BEARING WALLS. USE STUD GRADE SPF (OR BETTER) FOR ALL WALLS U.N.O. IN THESE PLANS. USE E>YP #2 KD TOP PLATES AND PT SYP #2 SILL PLATES. DOUBLE TOP PLATE SPLICES SHALL BE LAPPED A MIN. OF 4'-0" AND NAILED WITH A MINIMUM OF (2) 12d NAILS AT 8" ON CENTER. OTHER FASTENING CONNECTIONS AS SPECIFIED IN IBC SHALL BE USED. 06115 FASTENINGS: THE " FASTENIIqG SCHEDULE" IN FBC SHALL BE USED UNLESS OTHERWISE IN THESE PLANS. 06125 ROOF AND CEILING FRAMING: ROOF A13SEMEILIES SHALL BE IN ACCORDANCE WITH FBC. ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1X4 PURLIN BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE SPACING INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D NAILS AT EACH TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS OR TRUSS SPACES FROM THE GABLE ENDS. 06130 EXTERIOR WALL SHEATHING: PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATE) ON PLANS. FASTEN 7/6" THICK SHEATHING w/ 8d COMMON NAILS SPACED 6" O.C. AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS, APPLIED HORIZONTALLY. 06135 ROOF SHEATHING AND DIAPHRAGM ATTACHMENT: USE 5/8 APIA RATED SHEATHING; FASTENED w/ 8d RINGSHANK NAILS @ 6" o.c. EDGES, 6" o.c. INTERMEDIATE. 06140 NtTAL CONNECTORS: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED) SHALL BE GALVANIZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. BIDRATE) SHALL BE Z -MAX COATED. ALL METAL CONNECTORS, SHOWN ON THESE DRAWINGS, ARE SIMPSON STRONG -TIE, UNO. METAL CONNECTORS SHALL BE ATTACHED TO THE ASSOCIATED MEMBERS PER MANUFACTURER'S RECOMMENDATIONS AND CATALOG PRODUCT DATA. NAILS: ALL NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL. ALL NiNILS EXPOSED TO FIRE -TREATED LUMBER SHALL BE STAINLESS STEEL. GENERAL NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, ACI, AISC AND ASCE 7-10. ALL LATEST EDITIONS USED. DESIGN CODE: 2017 FLORIDA BUILDING CODE (FBC) M BASIC WIND SPEED: 130 MPH 6421 Camp Bowie Blvd., #307, Fort Worth, TX 76116 p 817 585 1795 p 800 232 6707 bakerdesign.build WIND RISK CATERGORY: II Texas Firm Registration No. F-19899 WIND EXPOSURE. C INTERNAL PRESSURE COEFFICIENT: +/- 0.55 (PARTIALLY ENCLOSED BUILDING) MAXIMUM DESIGN WIND PRESSURES (PSF; LRFD): OPENING SIZE (SF) F EDGE ZONES (6'-0" FROM OUTSIDE CORNERS) INTERIOR ZONE 0-20 +38 and -48 +38 and -41 21-50 +37 and -46 +37 and -40 51-100 +35 and -42 +35 and -37 >100 +34 and -40 +34 and -36 DESIGN LIVE LOADS: ROOF (TRUSS TOP CHORD): DESIGN DEAD LOADS: TRUSS TOP CHORD: TRUSS BOTTOM CHORD: 20 PSF (REDUCIBLE) 10 PSF 10 PSF SHOP DRAWING SUMBMITTALS: THE GENERAL CONTRACTOR SHALL SUBMIT, FOR APPROVAL, THE FOLLOWING ITEMS: CONCRETE MIX DESIGNS, MASONRY MATERIALS (BLOCK, GROUT, JOINT REINF., ETC.), REBAR LAYOUT DRAWINGS, STRUCTURAL STEEL FABRICATION & ERECTION DRAWINGS, & PRE-ENGINEERED WOOD TRUSS DRAWINGS. DRAWING LIST SO.1 GENERAL NOTES, DESIGN CRITERIA & MASONRY DETAILS S1.1 FOUNDATION PLAN & FOOTING SCHEDULE S1.2 ROOF FRAMING PLAN(S) S4.1 FOUNDATION & ROOF FRAMING SECTIONS & DETAILS S4.2 FRAMING SECTIONS & DETAILS 1x2 KEY WAY -0 UNLESS NOTES OTHERWISE (UNO) ON PLAN PROVIDE CONTRACTION JOINTS 0 12'-0" MAX E.W. AT 4" THICK SLAB ON GRADE CONSTRUCTION JOINT NOTE: CONSTRUCTION JOINTS MAY BE SUBSTITUTED FOR CONTRACTION JOINTS AT THE CONTRACTOR'S OPTION SAWCUT WIDE x 1" DEEP NOTE: SAWCUT SLAB WITHIN 8 HOURS OF CONCRETE PLACEMENT CONTRACTION JOINT SLAB JOINT DETAIL B5 @ INTERIOR SLAB -ON -GRADE 10 MIL VAPOR BARRIER SLAB, SEE PLAN VARIES, SEE EXIST. GRADE NOTE "C" SEE NOTE "A" SEE NOTE "B" NOTES: A. STRIP AND REMOVE ALL ORGANIC & UNSUITABLE MATERIAL FROM BENEATH THE BUILDING PAD. B. PROOF ROLL EXISTING SOILS USING A LARGE VIBRATORY COMPAQ ION ROLLER (MIN. OPERATING WEIGHT OF 4 TONS) A MIN. OF TEN OVERLAPPING PASS EACH OF TWO PERPENDICULAR DIRECTIONS. COMPACTION SHALL CONTINUE UNTIL T _PSR 12" ARE AT 95% MODIFIED PROCTOR DRY DENSITY. C. ADDITIONAL SELECTV� FILL REQUIRED SHALL BE PLACED IN LIFTS THAT DO N0 12" AND COMPACTED TO 95% MODIFIED PROCTOR DRY DENSITY. EACH LIFT SHALL FIELD TESTED FOR DENSITY. FILL MATERIAL SHALL CONTAIN LESS THAN 10% FINES. RE: SEE GEOTECHNICAL REPORT FOR SPECIFIC RECOMMENDATIONS SLAB ELEVATION DETAIL 5 A SCALE: NTS w n 0 wC'-� 00 Ln (J) O z o% w � a- = Q rL o 0 Fy '- O (n � 01-1 U � 0 E El El s �� •• 0 6�2� _=�� Lzj L0,0 ❑ oo�.)z Cn��r�� Q cy F- Q .< U L.L. w n 0 wC'-� 00 Ln (J) O z o% w � a- = Q rL o 0 Fy '- O (n � 01-1 U � 0 E El El J _j U) o0 U ❑ Z ❑ W U)N Q cy F- Q U U L.L. F- Z M W F - M M �Z rn on vi U W cl1 - orn LU 0o 0 oc) N z o cm G W �N a iz w QM 0 U) �UL Q� U D0 �.. Oo ©�U �z co z O_ F- LU � O 0c) m o0 '> Q O . �I_- >ornrn Q'>00 c�a�i U W 2 M N Q w z _0_0 O C, N N OUcc) OO ❑ DQ M `ern c)�LL W C) co CO J _j U) o0 U _j LL U m F- zQ W Q cy F- Q U U LO co F- Z v J F - Q vi U W cl1 Q w Q a iz w U z CD 01)w o z O_ w o Z w Q w z w CD w L-- 0 w J F- F= - W w = Cn o Z DRAWN BY: CRS CHECKED BY: TGB DATE: 08-06-18 SHEET S0.1 PROJECT No. 18-127 z W O N Z _W V CLz o U o W U �o oa or 0 W ~ X 0 O WF m� 0 o¢ za z� �o a�' OM D Z Q N NW Z m U Wf_ O Z J z J Qa g.2 in wQ �a w vi a7 oW z� a . J oa wz Zw _Z W ►�'- w OY cr �w Y CC Q a- 0 LLC ac �z W� =v oC Zz zLL Q� 0 �c a- LL oV ULL v W �a cLL n me w3 ar J N � W< aL W fY W s Z - O c WU U t80' -O" EXISTING CONCRETE SLAB -ON -GRADE, TO REMAIN B1 A3 S4.1 S4.1 .r r A5 S4.1 /-B5 S0.1 F7'O F5.0 I � I Al S4.1 i D. E.5 14'-0" RF5.Ox3.0 I J 4.0 I I B2 S4.1 RF5.Ox3.0 4" CONCRETE SLAB -ON -GRADE, REINF. w/ WWR 6x6-W1.4xW1.4 ON 10 MIL VAPOR RETARDER ON COMPACTED & TREATED SUBGRADE FIN. FLR. ELEV. = 100'-0" = 11.50' NGVD FOR "SLAB ELEVATION" DSEE5/ I A2 I A4 _:1 S4.1 0 S4.1 B4 62'-0" S4.1 F8.0 F8.0 F7.0 F 20'-2" D ■ LTJ TOP OF FOOTING (TOF) ELEV. = 98'-6" (TYP., UNO) � J I 19'-0" F8.0 F � J B5 S4.1 19'-0" 19'-0" I 4.0 B3 S4.1 I4 J F5.0 A5 S4.1 F7.0 0 I 0 N I I 01 f80' -o" F TION PLAN P) LAN T 0 16 GENERAL NOTES" & "DESIGN CRITERIA", SEE SHEET S0.1. N q 2) FOR TYPICAL FOUNDATION SECTIONS & DETAILS, SEE, SHEETS SO.1 & S4.1. SCALE: 3/16" = 1'-0" 3) FOR ROOF FRAMING PLANS, SEE SHEET S1.2 00 _1 3 ==o 5 0 I I P7 n r Desiorn Build 6421 Camp Bowie Blvd., #307, Fort Worth, TX 76116 p 817 585 1795 p 800 232 6707 bakerdesign.build Texas Firm Registration No. F-19899 TOP OF FOOTING (TOF) ELEV. = 98'-6" (TYP., UNO) 28'-0" FOOTING SCHEDULE MARK SIZE REINF. LENGTH x WIDTH x DEPTH TOP & BOTTOM EW F4.0 4' -0"x4' -0"x1'-6" (4) #5 F5.0 5' -0"x5' -0"x1'-6" (5) #5 F7.0 7' -0"x7' -0"x1'-6" (6) #6 F8.0 8' -0"x8' -0"x1'-6" (7) #6 W Md� RF5.Ox3.0 5' -0"x3' -0"x1'-6" #5 ® 14"o.c. REMARKS: yo ❑❑ M �M � w Cn m LL U = �j p_ O ❑ Q m W rn N \\\��I\11111111111//�� In co Ln M •i W Md� '_ cn C; zry z L'_j Lj_j "0 ' w 04 p LL IZ yco- i' z c:�� fz V �S .0 see� ) \, n o_ ill* 1 P ��\\\ C/) Of Jo Li w U ❑❑ M �M � ❑❑ Cn m LL U = �j ❑ Z ❑ Q m U F_ LO M Q c M W � z n U) W o z O Q 04 p LL O fz V O O �Z W 0 Zo 06N w p U)LL Q U)F- =V 0 0 © i' W aaa)i o Z M U) a .� Q) Q 00 w= .5;00 c0)V- a) a) U U) © ON Lr) 0 N N LL O Ud _0 0 W M �M � J Cn m LL U = U ~ Q Z W 0L Q m U F_ LO M Q c J Q z n z 0 i -n �> W z O Q o' 0 z Q W W 0 w w W = Ln o z DRAWN BY: CRS CHECKED BY: TGB DATE: 08-06-18 SHEET S1.1 PROJECT No. 18-127 1_64xi LLV LINTEL w/ 8" BEARING EACH END z aw O V) z w U CL o�U o w U Z) c) 00 I a� w� WO w� m� o} Z a Q z a 0o z Q� om o� z ao cn w Z m C9 W 0 00 Z NJ zQ J = aN W �A W vi W w z Q J O d WU Lu Z �w Z w CD — Z c$ W U Y �W w cra wm aw �0 �Z ww zV) F- Z 00 U Z Z Z w Q c� 2w 0 E U cn w W W �X X w V� W0 w�: O3 J w cn V)z Wa � M} WQ of wz Z- 0 Nw ocn 111111 \ 1 1 1 1 1 1 1 I II I I I N\\' I I I I I \ f_ff—I II � I ► I I I I I I I II I Rooz Truss LL ]''I�I.1J_L SEE C/S1.2 FOR TOWER ROOF FRAMING PLAN D. LLV LINTEL TEARING EACH END �•--• .I. ---I-- I_ -I- V I I I I/L / /I" I I II I I I I I I I I I I I I I I I I I I C4 S4.1 I I / I I I I I I I I I I I I I I I _7-7 I STANDING SEAM METAL ROOFING SYSTEM ON ICE & WATER 'SHEILb ON In APA RATED hYWObD SHEATHING ON PRE4NGINEERED WOOD ROOF TRUSSES 024"iae:. FOR T()WER El 'ROOF; FRAMING (ABOVE) M LL U C� SEE R6OF PLAN N 01) Ln 6/S1. cn W FOR LOW ROOF TROSS LOADING 0 FROM �:Q TOMER FRAMINP, z � n SES F/54.2 co z o ROOFFRAM/NG PLAN PLAN NOTES: ) FORGENERAL NOTES" & "DESIGN CRITERIA", SEE SHEET S0.1. No B2) FOR TYPICAL ROOF FRAMING SECTIONS & DETAILS, SEE SHEETS S4.1 & S4.2. SCALE: 3/16" = 1 '-0" 3) FOR FOUNDATION PLAN, SEE SHEET S1.1 Design 6421 Camp Bowie Blvd., #307, Fort Worth, TX 76116 p 817 585 1795 p 800 232 6707 bakerdesign.build Texas Firm Registration No. F-19899 14'-0" T TS12x6x I -I II I // / I r A2 I I I I I II 71 j/ I I I I I S4.2 / I I I I I I II X I I I I II I I \\ A3 I I I I I S4.2 I I I I I I \\ TS12x6xi 74 L 2.9 — 1 CANOP YROOFFRA MING PLAN N E SCALE: 3/16" = i'—o" @ SOUTH END OFWASHBAY STANDING SEAM METAL ROOFING SYSTEM ON ICE & WATER SHEILD ON"APA RATED PLYWOOD SHEATHING ON PRE-ENGINEERED WOOD ROOF TRUSSES ® 24"o.c. TOP OF TS BEAM = 110'-8" C2 S4.1 STANDING SEAM METAL ROOFING SYSTEM rC 4 ON ICE & WATER SHETLD ON APA RATED PLYWOOD SHEATHING yl ON PRE-ENGINEERED WOOD ROOF TRUSSES ® 24"o.c. 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I FOR TOWER ;ROOF; FRAMING (XBOVE) 8 E ROOF KLAN b/S1.2 FOR LOW ROOF TROSS LOADING FROM i TOWER F� MING, SES F/S114.2 ROOFFRAM/NG PLAN P) NFORTE GES: NERAL NOTES" & "DESIGN CRITERIA", SEE SHEET SO.1. N B 2) FOR TYPICAL ROOF FRAMING SECTIONS & DETAILS, SEE SHEETS S4.1 & S4.2. SCALE: 3/16" = 1 '-O" 3) FOR FOUNDATION PLAN, SEE SHEET S1.1 D. LLV LINTEL TEARING EACH END \ I I I I I I I I I I I I I I I I I I I I I of I I I II I I Design 6421 Camp Bowie Blvd., #307, Fort Worth, TX 76116 p 817 585 1795 p 800 232 6707 bakerdesign.build Texas Firm Registration No. F-19899 14'-0" U `f TS12x6x I ! e rA2 I I I I II j I ! I I $4.2 0 I � I I I I II X I I I I II I I \\ K'A3 I I ! I S TS12x6xi 2.9 - CANOPYROOFFRAM/NG PLAN N E @ S(CALE: 3/16" = i,—o" @ SOUTHEND OFWASHBAY STANDING SEAM METAL ROOFING SYSTEM ON ICE & WATER SHEILD ON J" APA RATED PLYWOOD SHEATHING ON PRE-ENGINEERED WOOD ROOF TRUSSES ® 24"o.c. TOP OF TS BEAM = 110'-8" C2 S4.1 STANDING SEAM METAL ROOFING SYSTEM C4 ON ICE & WATER SHETLD ON APA RATED PLYWOOD SHEATHING 54.1 ON PRE-ENGINEERED WOOD ROOF TRUSSES ® 24"o.c. W16 26 (Q I N 4.8 — WI16x26 I� J6 UT CANOPYROOFFRAM/NG PLAN N C �QALE3/16" = 1 '- 0" I 1 1 1 1 1 1 (o N — — c� C4 S4.1 (TYP) 2x6 STUD FRAMED WALL BELOW (TYP) DENOTES ROOF I I I OUTLINE (TYP) �a w N /Z1_ I - II I I I II In I\ I I I/ I S II �- J of \ / Qf r of of of N S4.2 I II I I I II 4- 4- - F I- -H- T rt o I ! \ d0� STANDING SEAM METAL ROOFING SYSTEM KA4 ON ICE & WATER SHEILD S4.2 ON J" APA RATED PLYWOOD SHEATHING ON PRE—ENGINEERED WOOD C D ROOF TRUSSES ® 24"o.c. TOWER ROOFFRA MING PLAN SCALE: 3/16" = 1'-0" ❑❑ Lei LI JI�I_JJJ_� CO U- U v ci SEE C/S1.2 FOR TOWER \��1111111111111////� ROOF FRAMING PLAN ROOFFRAM/NG PLAN P) NFORTE GES: NERAL NOTES" & "DESIGN CRITERIA", SEE SHEET SO.1. N B 2) FOR TYPICAL ROOF FRAMING SECTIONS & DETAILS, SEE SHEETS S4.1 & S4.2. SCALE: 3/16" = 1 '-O" 3) FOR FOUNDATION PLAN, SEE SHEET S1.1 D. LLV LINTEL TEARING EACH END \ I I I I I I I I I I I I I I I I I I I I I of I I I II I I Design 6421 Camp Bowie Blvd., #307, Fort Worth, TX 76116 p 817 585 1795 p 800 232 6707 bakerdesign.build Texas Firm Registration No. F-19899 14'-0" U `f TS12x6x I ! e rA2 I I I I II j I ! I I $4.2 0 I � I I I I II X I I I I II I I \\ K'A3 I I ! I S TS12x6xi 2.9 - CANOPYROOFFRAM/NG PLAN N E @ S(CALE: 3/16" = i,—o" @ SOUTHEND OFWASHBAY STANDING SEAM METAL ROOFING SYSTEM ON ICE & WATER SHEILD ON J" APA RATED PLYWOOD SHEATHING ON PRE-ENGINEERED WOOD ROOF TRUSSES ® 24"o.c. TOP OF TS BEAM = 110'-8" C2 S4.1 STANDING SEAM METAL ROOFING SYSTEM C4 ON ICE & WATER SHETLD ON APA RATED PLYWOOD SHEATHING 54.1 ON PRE-ENGINEERED WOOD ROOF TRUSSES ® 24"o.c. W16 26 (Q I N 4.8 — WI16x26 I� J6 UT CANOPYROOFFRAM/NG PLAN N C �QALE3/16" = 1 '- 0" I 1 1 1 1 1 1 (o N — — c� C4 S4.1 (TYP) 2x6 STUD FRAMED WALL BELOW (TYP) DENOTES ROOF I I I OUTLINE (TYP) �a w N /Z1_ I - II I I I II In I\ I I I/ I S II �- J of \ / Qf r of of of N S4.2 I II I I I II 4- 4- - F I- -H- T rt o I ! \ d0� STANDING SEAM METAL ROOFING SYSTEM KA4 ON ICE & WATER SHEILD S4.2 ON J" APA RATED PLYWOOD SHEATHING ON PRE—ENGINEERED WOOD C D ROOF TRUSSES ® 24"o.c. TOWER ROOFFRA MING PLAN SCALE: 3/16" = 1'-0" ❑❑ (j ❑ Z ❑❑ Lei U)N CO U- U v ci O \��1111111111111////� co LTJN O W M00 o Z /� 000) Ur � 6 ;'G s V) o N0 =�w po �o O00 =_ ' * w LLQ= ~ o6N z w :U o'z= Q ,O :> o z cn �: = a mss, . 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TOWER WALL STUDS (2) 2x6 SILL R ATTACH TO 2x BEAM w/ (2) #12 WOOD SCREWS @ EACH 2x6 SP2 ® 32"o.c. ® 24"o.c TRUSS MANUF. TO PROVIDE 2x6 TOP CHORD 2x6 ® 16"OC. TOWER WALL STUDS APA RATED WALL SHEATHING (3) 2x6 BEAM w/ HUC26-3 EACH END PRE-ENGINEERED _\ WOOD ROOF TRUSS APA RATED ROOF DECKING 1 (1) 2x6 SILL R ATTACH TO 2x BEAM w/(2) #12 WOOD SCREWS ® EACH 2x6 SP2 0 32"o.c. (2) H8 1 x FASCIA PER ARCH. PRE-ENGINEERED WOOD ROOF TRUSS APA RATED ROOF DECKING SOFFIT` CONT. (2) PT 2x6 TOP R BOLTED PER ARCH. TO BEAM FLANGE w/1/2"O BOLTS 18"O.C. STAGGERED (2) H8 1 x FASCIA PER ARCH. SOFFIT PER ARCH. PRE-ENGINEERED WOOD ROOF TRUSS APA RATED ROOF DECKING CONT.(2)2x TOP PL. CONT.(2)2x TOP PL. BOLTED TO BEAM FLANGE w/1/2"O BOLTS 18"OC. STAGGERED ty— W -BEAM PER PLAN CONT. (2) 2x6 PT TOP PL. BOLTED 1 x FASCIA TO BEAM FLANGE w/1 /2" O BOLTS ® W -BEAM PER PLAN 4 1SEE ARCH. PER ARCH. 18"OC. STAGGERED PRE-ENGINEERED ROOF TRUSSES W -BEAM PER PLAN 1N -BEAM PER PLAN N ROOF- FRAMING SECTION 4 ON ROOF FRAMING SECTION D � D TION ROOF- FRAMING SECTION D 2 VE @ CANOPY EAVE ROOF- FRAMING SEC D1 WALL 8c LOW ROOF @ CANOPY EA „ SCALE: 3 4"-1°-0" @ TOWER WALL 8c LOW ROOF @ TOWER „ .. SCALE: 1 2 =1 -0 SCALE: 1 2 =1 - 0 SCALE: 1/2 '-O" APA RATED PRE-ENGINEERED ROOF DECKING ROOF TRUSS (BEYOND) SOLID 2x APA RATED PRE-ENGINEERED APA RATED BLOCKING ROOF DECKING 2x4 BEWTEEN Desian Build t 6421 Camp Bowie Blvd., #307, Fort Worth, TX 76116 p 817 585 1795 p 800 232 6707 bakerdesign.build Texas Firm Registration No. F-19899 PRE-ENGINEERED WOOD ROOF TRUSS APA RATED ROOF DECKING PRE-ENGINEERED WOOD ROOF TRUSS ROOF DECKING INVERTED ROOF TRUSSES OUTLOOKERS OUTLOOK � APA RATED ROOF DECKING® 16"OC. LUS24 PRE-ENGINEERED 2.5 ROOF TRUSSES PRE-ENGINEERED A34 CLIP ANGLE WOOD ROOF TRUSS ® 32"OC. H8 PRE-ENGINEERED 1 x FASCIA I i HS �\\��, 11 2' =Q ELEV. 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BERING @ EXISTING C , „ SCALE: 3 4 =1 -0 ROOF- FRAMING S C1 BAY CANOPY EAVE CI EXIST. SCALE: 3/4"= 1 -0 w STEEL BEAM BTWN. TRUSSES @WASH.. SCALE: 1/2"=V-0" SCALE: 1 2"-1 '-O" SCALE: 3/4"= 1 TS6 COLUMN &FOOTING TS6 COLUMN & FOOTING ` -...I._ EXISTING 8" UNREINFORCED TS6 COLUMN MASONRY IN -FILL WALL EXISTING I I FOR INFORMATION NOT SHOWN, I (f MASONRY WALL, MASONRY WALL TO BE REMOVED TS6 COLUMN WALL ---,.j,-,! I I I SEE SECTION B4/S4.1 I I BASER 1 x12 x 1'-0" TS6 COLUMN I I 1 l w/ J"o ANCHOR BOLTS I I BASER 1x12 x 1'-0" 1 1 1 I EXISTING SILL ELEVATION,'' f I NOTE: ALL STEEL WITHIN THE WASH BAY I f (A36 HEAVY HEX) I I w/"� ANCHOR BOLTS EXPANSION JOINT MATERIAL I SEE ARCH. DWGS. I ( SHALL BE HOT DIP GALVANIZED (HDG) I € w/ MIN. 12" EMBEDMENT I I (A36 HEAVY HEX) I 1 SLAB -ON -GRADE (SOG), I { w/ 6 PROJ. " I I � �� I I w/ MIN. 12" EMBEDMENT SLAB -ON -GRADE (SOG), I I I I w/ 6 PRO`. - - 1 !.._ ,I FOR -THICKNESS & REINF., I I... i I I REMOVE &REPLACE SLAB, SEE PLAN (1) #4x 36" I I - FINISHED FLOOR ELEV. FOR THICKNESS & REINF., I ; — — — — — - _.....I_.._��_�._... (I ' ( I � AS REQUIRED - - FINISHED FLOOR ELEV. SEE PLAN ___{.�._.._..,,.._.._ I 1 _..._____._ - - ENCASE STEEL BELOW TYP. I I I FIN. FL ELEV. FOR THICKENED — — _ SLAB w/ CONCRETE I I _ F I I �- xl to SLAB E i i / �� I 2" NON -SHRINK GROUT (TYP.) +I ! EXISTING SOG I SEE A4/S4.1 I //-----ENCASE STEEL BELOW o I EXISTING f MASONRY WALL CONCRETE N I EXISTING = 1 • ` TION vvi FOUNDATION C 10 . W Z YY N_ REINF., N +' w U z `= FOR R , 1...._.._ .._..__.. — f SEE FTG. SCH. = i w � —•� z Y � � FOR REINF., z U) c� _ FOR REINF., M `SEE FTG. SCH. 1 y w CH. _ •I � E SE FTG. S I; U I\ — C.7 t � .. • W H • C] N • • • • *__ �-REMOVE EXISTING FTG. FLUSH EXISTING o EPDXY BOTTOM FTG. �'FOUNDATION SEE FOOTING SCHEDULE EXISTING REINF. MIN. 6" INTO w/ WAL , AS REQUIRED FOOTING WIDTH/BREADTH, FOUNDATION EXIST. FTG. FOOTING WIDTH/BREADTH, SEE FOOTING SCHEDULE FOOTING WIDTH BREADTH SEE FOOTING SCHEDULE O N FOUNDATION SECTION B5 TI SECTION FOUNDATION SEC B 4 CANOPY COLUMN FOOTING „_ , SECTION FOUNDATION SE B3 COLUMN FOOTING W I BUIDIG, @ CANO SCALE: 3/4 -0 ON FOUNDATION B 2 @� EXISTING MASONRY WALL @COL SECTI — g 1AY CANOPY COL. TG. „ C DOOR IN EX SALE 3Z4"=1' - FOUNDATION 0 RY WALL IN FILL @ WASH B '/4"= r SCALE: @ EXISTING MASON SCALE: 3 4"=1 ' - O ' SCALE: 3 1 - 0 In DENSGLASS SHEATHING 2x STUD WALL EXISTING 2x STUD WALL (TYP w/ 2x6 STUDS ®16"o.c. 1 MASONRY WALL f w/ 2x6 STUDS ®16"o.c. CONT. PT 2x6 SILL R APA RATED CONT. PT 2x6 SILL R ATTACH TO FOUNDATION SHEATHING ATTACH TO FOUNDATION „ (TYP.) w/ i" o EPDXY ANCHORS ® 24"o.c. EXPANSION JOINT MATERIAL w/"0 EPDXY ANCHORS ®24 o.c. GARAGE DOOR I I w/ MIN. 7" EMBEDMENT R WASHER w/ MIN. 7" EMBEDMENT i lI SL�kB-ON-GRADE (SOG), j"x3"x3" „ SLAB -ON -GRADE (SOG), - I SLAB -ON -GRADE (SOG) (NP,) jSP1 ®32 o.c. FOR THICKNESS & REINF., SLAB -ON -GRADE (SOG), FOR THICKNESS & REINF., FOR THICKNESS & REINF., SEE PLANPLAN.,- 0 SEE PLAN a SLAB -ON -GRADE (SOG), FOR THICKNESS & REINF., - - - FOR THICKNESS &REINF., 1I ( - - - SEE PLAN FINISHED FLOOR ELEV. SEE PLAN I FINISHED FLOOR ELEV. (1) #4 SEE PLAN FINISHED FLOOR ELEV. R RD R TYP. FLOOFd� LEV. - A (TYP.) FINISHED - ,� ^„ (1) #4 VAPOR RET.T cD c�_ CL co NT. L.. !- CO I _ �.f . .._ __'.... o y tO " l _..... COMPACTED & TR U, _ I CONT. 10 i 1 - DE x ...� ....w _ _ w t i ; .., ...._..,. ; .. EXTER IOR::: EXTERIOR i --i _.,. PAVING _^'� FOR INFORMATION NOT SHOWN, >> ,:' ,:,` ,.:� _.,� .:� ..• .� PAVING 4 (2) _#5 CONT BOTTOM A2 S4.1 „ .. .: ,: (2) #5 CONT. BOTTOM1 _6 `: _w/ #4 ®48"o.c. TRANS. SEE SECTION / " (2) #5 CONT. BOTTOM .Li0" w 4 ® 48 o.c. TRANS. ,G .._......__ _::;::::;.` ....::::::: 1'-0" w/ #4 048"o.c. TRANS. :.....:._� .__.: w d:..... .......... .. .. 01 W..._:: ;...__...._., , EXISTING FOUNDATION FOUNDATION SECTION A5 FOUNDATION ON SECTION4 — STUD WALL Fi- OU N D ATI ON SECTION A3 —BEARING STUD WALA LOAD—BEARING TION FOUND ATI ON SECTION A2 ;� ASONRY WALL NON—LOAD—BEARING SCALE: 3/4'0=1 '-0" FOUNDATION SEC q1 OPENING IN STUD WALL G� EXISTING M „ SCALE: 3/4"=V-0" @ OVER—HEAD DOOR OPENING @DOOR „ . SCALE: 3 4 =1 -0 SCALE: 3 SCALE: 3/4"=1'::0 ❑❑ C wz M M �• (� �i in `�� • i � � 0 6P. v� ; TED C- t _www � Iw Q =:U Q O:O_LLJ �i •. QU Z . s. Q I M 0�\\\\\ 111#11111110 V 0') M J U) U ❑❑ C M M v ❑ Z TED U)N QU 0. U M W 0') M J U) C� 00Lo Q Z cy,._ O rn W ('� 0 0 00 N Z O Cm G W QM U_ N : O (n W V) Q CnU E o.. 4- ©ui c -D Z_ Q :D a, Z P_W a) Nmc � a) 0c a)LE Q W/� >a�rnrn Q O cCa� U W= O Z00� N N 0v� ® N O LL V— OU O0 . OO O O LJ_. LL W C M M J m LL W ZW QU m U U 00 U J Q V) J Q w 0 z 0 U W V) c -D Z_ Q LL_ LL_ Oz � O_ 8 z O w Of Q 0 z O w Q lii J F -- w LLJ � O IWO DRAWN BY: CRS CHECKED BY: TGB DATE: 08-06-18 SHEET S4.1 PROJECT No. 18-127 I WALL SECTION SCALE: 3/4"= 1'-0" 0 3A 0 5/8" GYP. BD. CEILING LAY IN ACOUSTICAL CEILING PANEL SYSTEM SUSPENDED FROM JOISTS 1/2" GYPSUM BOARD 2X6 STUDS © 16" O.C. W/ R-19 BATT INSULATION P.T.2X6 FLATE PER STRUCTURAL DRAWINGS 6"x6" CONCRETE CURB- 9" URB-9" DUMBELL WATERSTOP - CONT'S. CONCRETE SLAB WITH WWF - (SEE STRUCTURAL) I \ I ULTRAPLY WHITE TPO SINGLE PLY MEMBRANE ROOF (60 MIL) ON R-20 RIGID INSULATION (LTTR) OVER STRUCTURAL DECK, PROVIDE TAPERED INSULATION BOARDS OR SLOPE TOP CHORD OF TRUSSES TO ACHIEVE POSITIVE DRAINAGE RA FOAM INSULATION (R-19) EQUAL 0 BA EA OPEN—CELL SPRAY—APPLIED R THANE FOAM / 315 INTUMESCENT COATING (ALTER TIV BARRIER SYSTEM & IGNITION SYSTEM P A 377, Appendix X). TOP OF PLATE ELEV. 110'-3" WOOD TRUSSES STUCCO SOFFIT 1x4 TRIM STUCCO ON LATH ON MOISTURE BARRIER DENSGLASS ON LLJ STRUCTURAL SHEATHING 0 q 0 I i� I 0 2x4 STUCCO BAND �W/ SLOPED TOP 00 STUCCO WEEP SCREED N SLOPE SIDEWALK AWAY FROM BUILDING, SEE CIVIL DRAWINGS TOP OF SLAB . I I I I � .010 POLYETHYLENE MEMBRANE I I �OMPACTED SUBGRADE _ L --__ -�- FTG—SEE S—SHEETS F(R DETAILS & SPECS I I I I II I I I ___-------_---_____---- WALL SECTION SCALE: 3/4"= V-0" B MIS V PRE—ENGINEERED WOOD ROOF TRUSSES STANDING SEAM METAL ROOF OVER GRACE ICE & WATER SHIELD UNDERLAYMENT FIRE RETARDANT EXTERIOR GRADE PLYWOOD ROOF SHEATHING FOP OF PLATE --LEV. 128'-8" 3" PVC SCREEN VENT (CONT.) PAINTED MOLDED POLYURETHANE BRACKET STUCCO OVER EPS BANDS 3'X3" EFIS STUCCO BAND BETWEEN BRACKETS RLAYMENT SHEATHING. HING �EAM METAL ROOF c WATER SHIELD CDX PLYWOOD THING, EAVE FLASHING FOP OF PLATE :LEV. 110'-3" P.T. 1 x6 FASCIA STUCCO SOFFIT I I I I L ---_�t\ d I I I I I I I I I ---- L---------- ----------------J WALL SECTION SCALE: 3/4"= 1'-0" C DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D El W ❑❑ 0 El V U m ❑ Z ❑ U ~Q Z U D J �U rn W Q U rn Z ) W U O Ll Z 00 N W O O O z 0 w CO c Z m CV z o W aM �N Oct Q� �� U) C) v 06 N �. z E-- W NQ �� CO oo , .S N a) U W F_ cl a) >O(0(D CCN W= �,Oo = C� r �U� © = V OQ<OU00 to O �r � �N N 0 ca c~3 0 00 2 cn cM�� LLL_ DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-3.3 W 0 C'7 M co U m LL m U ~Q Z U D J �U W m U Q U � �a Z U J Q (1) z O z 0 w H U w 5; w J >J J H W F_ cl rr H w W 2 cn O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-3.3 A I B I C GRAB BAR MIRROR F 36" MIN. ----------------------- � I r —° X12" CLEAR (5' 0" MIN. rU 111'-32„ /I � i /4 CLEAR/ CLEAR/� I cnI \ R15" MkN.) o/J1/ STAFF / I I TOILET 0 I CD 102 I I _130 I L01 I I (0 6 "=60"+6-" TOE /S ACE I I I L\ — ------------- ---.J ROOM SIGN ADA TOILET 7'-421" CLEAR GRAB BAR 42" MIN. I �T = TEMPEREI) MIN OF ONE VISION LITE IN EACH DOOR 0 43" MAX AFF Q 3'0" x 7'0" x 1 3/4" 2. PROVIDE LEVER TYPE COMMERCIAL (ANSI A156.2, 1996, FBC-ACCESSIBILITY 404.2.11 WHEN PROVIDED I WD = OPERATING LEVER ON DOOR SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE Lj PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LE\'ER—OPERATED MECHANISMS ARE ACCEPTABLE DESIGNS. 3. ALL EXTERIOR DOORS & DOOR FRAMES SHALL BE GALVANIZED, INSULATED (R-7) METAL DOORS w/GALVANIZED _J 3'0" x 7'0" x 1 3/4" DOOR: Level 1 — 'standard—duty, Model 1, nominal 20 DOOR FRAMES: 1 for gage/0.032 inch (0.8 mm) face sheets, 1 3/4", full flush design I C I gage/0.042 inch (1.0 mm) thick material, base metal thickness. 4. COORDINATE ALL KEYING & LOCKSETS WITH TENANT. 3 I I SIN I j HARDWARE GROUP 2 1 OFFICE LOCKSET ANSI F82 KEY OPENS LOCK FROM OUTSIDE, ANSI F82 KEY OPENS LOCK FROM OUTSIDE, PUSH—BUTTON LOCKING FROM INSIDE, PUSH—BUTTON LOCKING FROM INSIDE, LATCH TURNING INSIDE RETRACTS LOCK LATCH TURNING INSIDE RETRACTS LOCK 1 1/2 PR BUTT HINGES 1 1/2 PR BUTT HINGES DOORS AND 1 DOOR CLOSER ENLARGED TOILET ROOM PLAN SCALE: 1/2"= 1'-0" I I I , I I I I I � I N I I I. I , I I I I I , I I I , .I II I I N ' � I I I I I I N ROOM SIGN ADA TOILET 1'-62„ 18" MIN.) ---I --y- .--z�-- - --�- ---8 4' �w Lo � „U E SPACE 62"1=56"+—BO\ 30w '_--- ---_�-b- I FL-- I Q Q I // / I I w � TOILET / 1 1 Ln U 05 \7 -IN / Q J /60"0 /i IN (DI I , I I I , I I I I I � MIRROR I , I , i I I I I I I I I I I I I r------ ------------------- I _ -------------------------0 --------------- -------------------------------------------- I ----------------------------------------------------------------� 6'-4" CLEAR ENLARGED TOILET ROOM PLAN SCALE: 1/2"= 1'-0" TOILET ACCESSORY LEGEND II SURFACE MTD. PAPER u TOWEL DISPENSER I 18 x 42 MIRROR EDOUBLE TOILET PAPER HOLDER ® SURFACE MTD. SOAP DISPENSER HANDICAPPEDGRAB BAR NSANITARY NAPKIN DISPOSAL 1. HANDICAPPED ACCESS MOUNTING DIMENSIONS ARE VERY CRITICAL AND HAVE NO MINUS TOLERANCES. MOUNTING LOCATION OF TOILET ACCESSORIES TO BE IN ACCORDANCE WITH A.D.A. TITLE III & FLORIDA BUILDING CODE 5th EDITION (2014) - ACCESSIBILITY. 2. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISH. FINISH THICKNESS MUST BE ADDED TO ANY ROUGH IN DIMENSIONS. WHERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITH FBC-ACCESS 305.3 (A 30"x48" SPACE) IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE (FBC-ACCESS 603.2.3 EXCEPTION 2) WHERE THE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF THE CLEAR FLOOR OR GROUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY 306 FOR KNEE & TOE CLEARANCE THE SPACE BENEATH THE SINK COMPLIES WITH THIS REQUIREMENT 0 GRAB BAR 36" MIN. GRAB BAR 42" MIN. tJAKK1tK-TREE CYLINDRICAL LEVER SET DESIGN i 1. ALL INTERIOR DOORS TO BE FLUSH SOLID CORE WOOD DOORS (BIRCH), 3'-0" x 7'-0" x 1 3/4" — PAINT FINISH. FRAMES SHALL BE PAINTED STEEL (WELDED) 3'0" x 7'0" x 1 3/4" 2. PROVIDE LEVER TYPE COMMERCIAL (ANSI A156.2, 1996, SERIES 4000, GRADE 1 OR 2 — VERIFY w/TENANT) GRADE DOOR HARDWARE (ANSI A117.1 COMPLIANT). WD = OPERATING LEVER ON DOOR SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES !JOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LE\'ER—OPERATED MECHANISMS ARE ACCEPTABLE DESIGNS. 3. ALL EXTERIOR DOORS & DOOR FRAMES SHALL BE GALVANIZED, INSULATED (R-7) METAL DOORS w/GALVANIZED HM FRAMES 3'0" x 7'0" x 1 3/4" DOOR: Level 1 — 'standard—duty, Model 1, nominal 20 DOOR FRAMES: 1 for gage/0.032 inch (0.8 mm) face sheets, 1 3/4", full flush design Level Door Models 1, nominal 18 gage/0.042 inch (1.0 mm) thick material, base metal thickness. 4. COORDINATE ALL KEYING & LOCKSETS WITH TENANT. 3 HARDWARE GROUP 1 HARDWARE GROUP 2 1 OFFICE LOCKSET ANSI F82 KEY OPENS LOCK FROM OUTSIDE, ANSI F82 KEY OPENS LOCK FROM OUTSIDE, PUSH—BUTTON LOCKING FROM INSIDE, PUSH—BUTTON LOCKING FROM INSIDE, LATCH TURNING INSIDE RETRACTS LOCK LATCH TURNING INSIDE RETRACTS LOCK 1 1/2 PR BUTT HINGES 1 1/2 PR BUTT HINGES 3 DOOR SILENCERS 3 DOOR SILENCER`_. 1 DOOR CLOSER 1 DOOR CLOSER 1 WALL STOP 1 WALL STOP CUSTOMER HARDWARE GROUP 5 PRIVACY LOCKSET 1 1/2 PR BUTT HINGES 3 DOOR SILENCERS 1 DOOR CLOSER 1 WALL STOP ANSI F7� BED/BATI•I PRIVACY LOCK; PUSH—BUTTON LOCH ING. TURNING INSIDE LEVER RELEASES PUSH—BUTTON. CAN OPEN FROM OUTSIDE VIA EMERGENCY RELEASI- HARDWARE GROUP 5 INTERIOR SLIDE BOLT FOR LOCK ELECTRIC CHAIN HOIST HOOD ENCLOSURE (24 GA GALV) NOMINAL 2" SLATS INSULATED R-5 MIN. WEATHERSTRIPPING (MOISTURE AND ROT PROOF) AT JAMBS, HOOD AND BOTTOM GUIDES: GALVANIZED STEEL ANGLES SLATS: MIN 20 GAGE GALV STEEL SLATS HARDWARE GROUP 4 1 STOREROOM LOCKSET ANSI F86 OUTSIDE LEVER FIXED. KEY ONLY INSIDE ALWAYS UNLOCKED 3 PR BUTT HINGES 1 WALL STOP 2 KICKPLATE 1 ASTRAGAL 1 FLUSH BOLT HARDWARE GROUP 6 ALUMINUM DOOR & HARDWARE BY STOREFRONT SUPPLIER 1 1/2 PR NRP BB HINGES 1 CLOSER 1 LOCKSETS W/ DOOR LEVERS 3 DOOR SILENCERS 1 ADA/FBC THRESHOLD WEATHERSTRIPPING 1 DOOR SWEEP 10" MIN BOTTOM RAIL 0 DOOR / OPENING SCHEDULE MES HDW LBL/ MARK LOCATION DOORS rMATL TYPE SIZE MATL GLAZING LOUVER TYPE GRP RTG REMARKS 101A EQUIPMENT CD 6'0" x 7'0" x 1 3/4" STL __ 5 101B EQUIPMENT C 3'0" x 7'0" x 1 3/4" HM STL = -- WD = 2 102 TOILET F 3'0" x 7'0" x 1 3/4" WD -- HM 3 103 OFFICE F 3'0" x 7'0" x 1 3/4" WID -- HM 1 104A CUSTOMER FG 3'0" x 7'0" x 1 3/4" AL/GL __ AL 6 104B EQUIPMENT C 3'0" x 7'0" x 1 3/4" HIM -- HM 2 105 TOILET F 3'0" x 7'0" x 1 3/4" WD -- HM 3 106A CAR WASH TUNNEL CD 18'0" x 9'0" x 1 3/4" STL -- MTL 5 106B CAR WASH TUNNEL CD 18'0" x 9'0" x 1 3/4" STL -- MTL 5 107A EQUIPMENT F 3'0" x 7'0" x 1 3/4" HIM -- HM 2 107B EQUIPMENT F PR. 3'0" x 7'0" x 1 3/4" HIM __ HM 4 EXISTING MASONRY OPENING A I 1 tet C Iro DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DR,A THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANl WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION D P% 1Y11 I1111UMIUL-Mao HM = HOLLOW METAL MTL = METAL STL = STEEL WD = WOOD C Iro DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DR,A THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANl WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION D O I Lo 0 i 0 7'-4" M. 0. O STOREFRONT SYSTEM: THERMALLY BROKEN CLEAR ANODIZED ALUMINUM FRAME O N I 0 0.01 CFM/FT2 WHEN TESTED IN ACCORDANCE WITH ASTM E 283-91 AT A DIFFERENTIAL STATIC PRESSURE WATER INFILTRATION: 20 PSF WHEN TESTED IN ACCORDANCE WITH ASTM E 331-93 AT A STATIC PRESSURE OF 20 PSF. L/175 OR 3/4" MAXIMUM WHEN TESTED IN ACCORDANCE WITH ASTM E 330-90 WITH ALLOWABLE STRESS WITH AA SPECIFICATIONS FOR ALUMINUM STRUCTURES GLAZING: TEMPERED AS NOTED (EXTERIOR GLASS EQUAL TO PPG R100: SOLARBRONZE + CLEAR) — ASTM E773/E774 COMPLY WITH WIND PRESSURE LOADS LISTED ON STRUCTURAL DRAWINGS FOR POSITIVE AND NEGATIVE PRESSURE. "U VALUE _ .45 (MAX) VISIBLE LIGHT TRANSMITTANCE _ .47 (MAX) SHADING COEFFICIENT = .58 (MAX) SOLAR HEAT GAIN COEFFICIENT = .25 (MAX) OF 6.24 PSF. N ACCORDANCE FRAME FINISH: CLEAR ANODIZED ALUMINUM FROM 6063—T5 ALLOY, 0.062" WALL THICKNESS. PROVIDE ALUMINUM SILL PAN WITH END DAMS, FINISH TO MATCH FRAMES. PROVIDE WEATHERSTRIPPING AND SEALANT AND BACKER ROD ON BOTH SIDES OF THE WINDOW, ALL AROUND. HARDWARE: CYLINDER LOCK WITH THUMBTURN, MANUFACTURER'S STANDARD PUSH/ADA ACCESSIBLE PULL BARS AND HINGES, CLOSERS, SILL IN A BED OF SEALANT UNDER DOORS. FIELD VERIFY ALL WINDOW OPENINGS PRIOR TO FABRICATION 4" WIRE PULLS STANLEY #4484 C CABINET ELEVATION 1 SCALE: sir. _ V-0 11 DOOR HINGES - SEE ROOM FINISH SCHEDULE HAFELE #341.03.547 FOR FLOOR FINISH CONCEALED BASE & SINK SECTION 2 SCALE: 1" = 1'-0" 0 C L WOOD CABINETS, TYP. SOLID SURFACE COUNTERTOP & BACKSPLgSH 1'-0" DOOR HINGES `� - HAFELE #34'..03.547 SEE ROOM FINISH SCHEDULE CONCEALED FOR FLOOR FINISH BASE & WALL CABINETS 3 SCALE'. 1" =1' 0" THESE PLANS SHALL NOT BE DISTRIB D NLP'PRNhISSF0N"W CONSENT. PERMISSION & CONSENT. ❑ 0 ❑ ❑ _Q Q ';t J co m T— m C) Z W 0 J �U m m co U ) N� I.L W � CV OQ Lo W LLJ U O O Q CO G z mN z0 W UN a2SM O �N OW Qu cntL �� Q F - w U) cY a' 0 (n _ �m U Q ❑ U04 W ❑ ❑ ❑ J co m LL m U Z Z co J �U m m co U ) N� I.L W � CV OQ Lo W LLJ U O O Q CO G z mN z0 UN a2SM O �N OW Qu cntL �� Q F - w U) (n _ �m 0 0 © 0z Qz W ~ U �00L Q) 00 SUN • W »Cy) 0-) W Q� Q�ppLLJ= GNU OEM = 0 NTT Lr) U J U O� N 0 �� 0 Q OU�d � � _00 J H H 0 M O LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A�401 U04 W � M J co m LL m U Z U W D J �U m U � Z W U � Q Q z O F - w U) ob z O Qz W O W J W Ir— W W Q� z m UW J H H 0 H W W 2 W O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A�401 /A I ° I C 16-18 L L 17-19 405-455 430-485 - Braille Pictogram D E 12 min. 36 min. 12 min s,s 30 M 0 602 in. I - 36 WALL HUNG o URINAL ` o (a) wheelchair (b) ambulatory , s,s WALL HUNG °' accessible water closet accessible water closet back wall H.C. SCREEN Fig• 604.2 Fig. 604.2 i tl I I y WATEF: CLOSET LOCATION WATER CLOSET LOCATION ons �* IN Ron -s -� X i N I 30 o m o o ♦ � I---- Eo 32 min a°o O c r c v '-- I o _ - �l ats a 0 _ - I = 24 7 0 o - c o t a E Fig. 703.7.2.1 X a� � I I ">= 7 24 - �, a floc International Symbol of Accessibility ° N o = I I seat ca- ?3 1 ` min. 13 1 2' min. a = o ° _ ae I m ntrol 345 345 E aim apa.;e O^ �-' 60 min. _ `� Wall Wall d' ° o µ ..... N -F rt., X _ ++ 1525 .... ......... N Q --------- 17" max. 0 3 2 Fig.304.3.2 430 60 T-ln - L 60-in (1525-mm�-Diameter Space 30 j `25 T-Shaped Turning Space (a ` (b) fig. 604.8.1.2 Fig. 604.3.1 rig. 604.3 Wheelchair Accessible Toilet Compartment Doors Size of Clearance at Water Closets Clear Floor ;ace at Water Closets Display Conditions wall hung type stall type P International Symbol of Accessibility Fig, 3 c0 Fig. 605.2 36 min. Signage Height Wheelchair Turning Space Heighi and Depth of Urinals 915 s oat � I I 54 mir, � I I Fig. 703.4.1 Ibove Finish Floor or Ground INE 370 Height of Tactile characters L--- r6, �-partition partition 24 min. 12 min. 2 MAX 42 min. - 610 305 305 065 I 30 eve level N _ — — — — _ — — — J 67 0 handle dealt arm 1 ^ n. 6 min. I �_______� o �� 42 V' 7' 7 10 c- `7 150 CONTROLS a "E E o ■ �'i. ■ ■ 1065 TRANSFER _ �o cn iO ,n m N I1]]1 ■ armrest 48 la 1220 00 e I W / M seat A3 (a) Note: inside finished dimensions measured at the center points ■ �, ■ ■ ■ Fig. of opposing sides Rear Wall Side ',Nall 7-9 �_ t e Fig. 608.1 �W _ - TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE 180-230 accessible �'P ~" o ,so In. 15. Fig. 6D4.5.2 Fi, path of travel Q',•, � N �a �;;;� �_ 78 min. a b c REAR WALL GRAB BAR WATER CLOSETS SIDE WALL GRF'. 604.5.1 Fig. OUTLET Fig. 703.7.2.2 sss O O O 3 BAR WATER CLOSETS DISPENSER OUTLET LOCATION International TDD Symbol 6°4.6 - CONTROLS SHALL BE MOUNTED 48 �-- 1 8 elevat'on elevation plan ON THE OPEN SIDE OF THE WATER � n a ul i Children CLOSET EXCEPT IN AMBULATORY ACCESSIBLE O o 1220 back 4ss COMPARTMENTS COMPL',iNG WITH 604.8.2 wall Fig. 604.8.1.4 v Wheelchair Accessible Toilet Compartment Toe Clearance N :.... ......: -0 min. 60 min. I 52s 60 min. 15z 48 A�InI U 17 min. NOTE: Footrest may extend further for td oeople rig. A2 _ 430 _� 9 seat "'""" E 30 30 36 19 19I 36 Space Needed for Smooth U-turn in a wheelchair Wall control O \ floor w .� 760 760 915 485 485 915 Fig. 305.3 Fig. 45 Dimensions of Adult-Sizes ht-ee, s :space Fig. 703.7.2.4 Fig. 703.7.2.3 Minimum Clearances for Seating and Tables V sl E E �� International Symbclld of Access for Hearing Loss Volume Telephone Control - - - - - 19 max. 5 max 15 min - 485 a N International Symbols 125 380 - - - - - - � =-- Fig. 608.3.1 32 min. GRAB BARS FOR TRANSFER TYPE SHOWERS 48 min. o a,5 1220 32 min. 604.1,8.6 6 Max. toe i 50 clearance's �f Fig. 602.5 wall (b) Clear Floor Space Lavatories cearance 2os1° Drinking Spout Location 17 min. depth f adult. wall hung adult floor mounted water closet Fig. 6D4.8.1.6 430 9 P � wager closet and childern's water closet Wheelchair Accessible Toilet Compartment Fig. 31 � in New Construction Lavatory Clearance 17-19 side (control) 1 Fig. 604.8.1.1 Sid o 430-485 _ �� wall 15 max -- 455 ¢e of Wheelchair Accessible Toilet Compartment I = �N Detc l ul Hinged 00� - 48 .E - _ '-- 32 min. 1220 , o N 815 1� Z_ u 30 E a x �I 455-760 - 455 i 760 E „o0 F=�, o (b) I Sliding ............. Forward 0 0 36 re E - 00. oo� 915 10 max. 3u o eo �� i � .......... 8 min. 6 max. 255 760 = - E o i los edEmma - J g equipment permitted07 &602in shaded area Clear Floor SpaceParallelApproach 48 -i .403.5.1 o soft T - _ S out Height and �c) p Fold 99 Door () Fig. 608.5.1 zzo of an Ac Clear Width Knee Clearance Maximum Doorway Depth TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION of an Accessible Route : L Clear Wi Fig. 404.2.3 ..................... 1 2 dth of Doorways 3 4 48 Fig. 308 22-23 ♦ zzo 48 min. Side Reach sso-say Takes transfer position, swings Removes armrest, transfers wheelchsir out of the Positions on toilet, releases 1220 FIGURE 308.2.1 footrest out of the way, sets 4ay, Chan (a) N UNOBSTRUCTED FORWARD REACH brakes. ges position (some brake. 1 117F-19 10'I-ot fold chair . pivot it Parallel I 48 min. 48 min. - =0' to the toilet). 430-48 12— pa 25 max >20-25 max (a) 10 max. 30 zzo 510 s,o-635 0 : 42 1 8 Diagonal Appr:ach zss so 0 0 0 5 Fig. 305.5 �N Position of Clear Floor or Ground Space E 0 seat seat x X a 1 . K wall seat Eo Ea r- E wall wall Z b c Seo-1 compartment Clear O m Fig. 404.2.6 2 164 max entry Floor Space Doors n Series and Cates in Series (a) (b) y (b ) 48 1 2 3 60 min. - M size distance from wall 1220 ,s25 L-shaped �.... ekes transfer position, removes Transfers. " ........... armrest, sets brakes. Positions on toilet. cl 30 min. Fi . 308.3.1 Fig. 610.3.2 4c 48 (b) Fig. Maneuvering Clearance In an Alcove Iso Unobstruced Side Reach Fig. 610.3 PP o� L-SHAPED SHOWER SEAT EXTENT OF SEAT Side A roach Minimum Clear Width o zzo for Two Wheelchairs 36 :18 min. (°) (b) Fig. A6 L 760 455 _ FIGURE 308.2.1 Wheelchair Transfer UNOBSTRUCTED FORWARD REACH X �� FOR REFERENCE "" °o Front Approach, Pull Side 30 A-24 VAX PP (b) clear width so 255-6,o Front Approach, Push Side an amount enter Phan 12 O N LY; TO .............. . 305 renter than 12 (c �� Lobby 4 max _ -- - - -- - 3os NOTE:x <24 in (610 mm), freestondl'nq 12 min' �o °o I - -- - Fountain or Dobler a° FLORIDA '< 306 Fig. 305.7.1 E Fo rward Approach J-8 60P x s,5 en CESSIBILITY ' 1525 �06� In' not to exceed.................................' m� � fountain depthm o Plan Elevation / 66 mir. - x EDITIC�N ODE 6th Front Approach, Push Side Front Approach, Push Side �i Fig. 8 (c) freestanding Overhanging Objects x75 o� door provided with both O Obstructed Fig.308.3.2 Side Reach closer and latch FOR 2017BUILDING protect shaded (a) NOTE:x <"15 "in"(380 mm.)" f a 42 min 22 - min. area from Forward or Rear Access 560 ONS RUCTION cross-traffic Bg. 305.7.2 . .. • "" • ... ' Parallel Approacho �j% i N M c ((dd 10 a Fig. 307.2 bult�in N Fountain or Cooler Limits of Protruding Objects v E X DETE _ o _ N Drinking Fountains and Water Coolers Hinge Approach, Pull Side (c �N Hinge Approach, Push Side a Fig. 307.4 Vertical Clearance C �1 x o Co cane hits post or pylon o before person hits object —� .• x � - o _ o O FI al `r �.= E o - g for One Wheelchair e � Front Approa ) SlidingDoors - Minimum Passage W9dth � �� :� and One Ambulatory Person o _ :206min. 24 min. andFolding oor : 1065 E........ 10 max. 54 min. / F-2 73700 535760 760NOTE:x>24 'n (610 m than gdd'ti nalN% � predominant direction m) lQ 1 1 p of traffic maneuvering clearance ofS�In 1�0 mm shall be ... . / * provided as shown. / / _ M 2 max Elevation 12 max cane range cane range 6 �� I � 13 (a) Shelves h �a °I 50i I /, Hinge Approach, Pull Side Latch Approach, Pull Side 305 Fig. 8 (b) I Fig. 54 door provided with both y� Fig. 8 d} Walking Perpendicular to a Wall - closer and latch Objects Mounted on Posts or Pylons s Tableware Areas b Fig. 8 E Fig. 8 Protruding Objects X Slide S ( - Doors — 24 min. 24 min. Side ApFoldin Sliding Protruding Objects (Continued) Fig. 302.2 VV - - 36 min. ....... 0 6,o and Folding Doors Carpet Pile Thickness Fig. 8 (g) Gratings : 12 915 � c ; �o " 305 long, dimension 12 max perpendicular to : rou e of travel :...............:...............: zzo 305 x s omin NOTE: if x >15 in (380 mm) t en an ditional ............... i t cane range 6 675 ire primaneuvering sclearance of 12 in 305 mm a� shall be N i N Latch Approach, Pull Side 22 min. :a ' door 560 (b) e) 21 max r provided with closer Latch Approach, Push Side f l Additional Maneuvering Clearances for Alcoves 535 24 min. i 1 N greater than 12 (305) Side ACCe,S r� W (f) i l ............... Latch Side Approach - Sliding Doors and Folding Doors s,o f 1 this overhang can be Fig, 404.2.4.1,,-//�jj..yy��'yy because no one can / / / o Fig. 404.2.4.2"._ Fig. A4 Fig. 46 Fi . 4 b Closets Maneuverin Clearances at Doorwa Without Doors,_ JiZ approach the object Cane Technique Fig. 8 (h) g () Maneuvering Clearances at Manual Swinging Doors and Gates �' from this direction Plan Fig. 53 g ys J� 60 60 Grating Orientation Space Requirements fear Wheelchair Minimum Clear Floor Space for Wheelchairs Sliding Doors, Gates, and Folding Doors Seating Spaces i Series Food Service Lines Fig. 38 Storage Shelves and Closets k Latch Approach, Push Side door provided with closer DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. B THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. C n A C FINISH AS SCHEDULED ON 2X6 STUDS ® 16" O.C. R-19 BATT INSULATION STUCCO ON DENS GLASS / STRUCTURAL SHEATHING COORD w/STRUCTURAL DRAWINGS EX - HEAD & JAMB DETAIL @INT. DOORS- SCALE: R-19 BATT INSULATION STUCCO ON DENS GLASS STRUCTURAL SHEATHING COORD w/STRUCTURAL DRAWINGS STOREFRON SEE SCHED. SEE SCHED. 1" INSULATED STOREFRONT GLAZING EXTERIOR R-19 BATT INSULATION STUCCO ON DENS GLASS STRUCTURAL SHEATHING COORD w/STRUCTURAL DRAWINGS PERIMETER CAULK SHIM AS REQ'D H.M. FRAME, ANCHOR TO JAMB W/ 3 ANCHORS INTERIOR HEAD & JAMB DETAIL @ EXT. DOORS. SCALE: 3" = V-0" STOREFRONT FRAME,-- SEE RAME,.SEE SCHED. STOREFRONT DOOR, SEE SCHED. EXTERIOR EXTERIOR FINISH AS SCHEDULED ON 2X6 STUDS @ 16" O.C. 1" INSULATED - STOREFRONT GLAZING SLOPED SILL PAN WITH END DAMS; SET PAN FLASHING IN FULL BED OF COMPATIBLE SEALANT; COLOR TO MATCH ALUMINUM STOREFRONT SYSTEM STRUCTURAL SHEATHING COORD w STRUCTURAL DRAWINGS STUCCO ON DENS GLASS R-19 BATT INSULATION INTERIOR HEAD & JAMB DETAIL @ WINDOW A SCALE: 3" = V-0" u i V FINISH AS SCHEDULED ON 2X6 STUDS ® 16" O.C. ra, nPERIMETER CAULK I INTERIOR HEAD & JAMB DETAIL @ DOOR 104A SCALE: 3" = V-0" INTERIOR CONTINUOUS SEALANT ON ALL AROUND ON BOTH SIDES - TYP. 1/4" SLOPE ANGLED BLOCKING FINISH AS SCHEDULED ON 2X6 STUDS @ 16" O.C. SILL DETAIL @ WINDOW A SCALE: 3" = V-0" SILL DETAIL @ DOOR 104A DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. B C D Q o Q 00 - CD C) UJ C) O (1) U /a ww T- < < U Q ❑ = ❑ ❑ ❑ a ❑ � U ❑ U W ZM m U Q _ Q rn c� U) 0')L.i� a O N NN W W �o o mN 6 z0 rzn v 06 M N Ow ALL Q vJU)0 :D U O NZ LL 00 a) c N c F- Q O O N N U U O r- �CV N } L L 0 Q O U V M --) LL LL 0') (3) W = � N N M � m a m V � U Q W Jfy F— m U Q `oZ co 00 Q � a J_ Q w Z O 0 0 U) w ry O 0 z w F- J r) H w 2 O <n z DRAWN BY: CAS CHECKED BY. CAS DATE- 09-10-18 SHEET A-6 SEE STRUCT. SEE STRUCT. EXISTING WALL SECTION 3A SCALE: 3/4,•= V-0" 11 B C A I 1 D SEE STRUCT. SEE STRUCT. EXISTING WALL SECTION 3A SCALE: 3/4,•= V-0" 11 SLOPE 1/8- PER FT. i 8" CMU FDN. ' WALL -SEE S -SHEETS FOR - DETAIL & SPECS FTG -SEE S -SHEETS FOR DETAILS & SPECS SEE STRUCT. EXISTING WALL SECTION /-- 3C SCALE: 3/4"= V-0" A B C EXISTING WALL SECTION SCALE: 3/4"= V-011 SEE STRUCT. Q Q �\ PRE—ENGINEERED I 1 ALUMINUM CANOPY , U) 9 MEMBRANE , m ROOFING i U TAPERED ry -' U) INSULATION OVER <Lo 00Q 5/8" PLYWOOD I U DECK , J •� U Q F- U W U) > W w GUTTER J >J WOOD TRUSSES J F- W F- Q C�? 2'-0" O.C. 1 LINTEL BLC-CK R-30 BATT W COURSE PER INSULATION 2 U) O z STR U CTU RAL - - DRAWINGS I HURRICANE ANCHOR EACH = , TRUSS, TYPICAL _ y -_ -. 5/8„ GYP. BD. � CEILING 1 1 CONT. 2x`10 LEDGER ANCHORED ' TO CMU W/ 5/8"x8" ANCHOR BOLTS © 16" O.C. STAGGERED v PAINTED CMU 1/2" GYP. BD. OVER P.T. 2x4 0 SYP FURRING © , a_ 24" O.C. W/ R-3 ' 00 I WALL INSULATION I 0 I i N SLOPE 1/8- PER FT. i 8" CMU FDN. ' WALL -SEE S -SHEETS FOR - DETAIL & SPECS FTG -SEE S -SHEETS FOR DETAILS & SPECS SEE STRUCT. EXISTING WALL SECTION /-- 3C SCALE: 3/4"= V-0" A B C EXISTING WALL SECTION SCALE: 3/4"= V-011 SEE STRUCT. Q Q 00 � F_L' M M J U) 9 o m U Z U O ry -' U) <Lo 00Q Lu U J •� U Q ❑❑ V El El ❑ Z ❑ lNu LJ_ M w M U) W 0 NN O L.1. 00 Lo W O 0 Z °0 CN z 0 W 06 =N O U) <u- �� Q a� � U � z CID co r Nco > a)0 � c•— c W7- Q-()cO aimL) © foo c� � �U� �U - Y N N (B 0 OLL. OU'r4 �� OQI1(600 _00 M 0 0) LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET ar 3D A�301 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D W M M J U) m LL m U Z U ct ry Q Q W m <Lo 00Q �- Z U J Q Z O z 0 U) F- U W U) > W w J >J J F- W F- Q F- F - W W 2 U) O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET ar 3D A�301 DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D A SPRAY FOAM INSULATION (R-19) EQUAL TO BAYSEAL OPEN—CELL SPRAY—APPLIED URETHANE FOAM W/DC315 INTUMESCENT COATING (ALTERNATIVE BARRIER SYSTEM & IGNITION SYSTEM PE12 AC 377, Appendix X). STANDING SEAM METAL ROOF OVER ICE & WATER SHIELD OVER 1/2" CDX PLYWOOD ROOF SHEA-HING---, 12 4 2 TRUSSES-%\ 2'— TR O.C. OILTOP OF PLA -E ELEV. 10'-3' — — — — — ----------� — V5/8" P.T. 1 x6 FASCIA GYP. BD. 2x4 SPF #2 SUB—FASCIA Cf ILING� VINYL SOFFIT I L 1x4 TRIM I ---------- I I I I STUCCO ON LATH_A,Y I I I I ! I I I IN IACOUSTICAL ON MOISTURE CEILING PANEL SYSTEM BARRIER SUSPENDED FROM JOISTS DENSGLASS ON STRUCTURAL Ljj SHEATHING I I LL 0 I I 1 G�PSUM BOARD I I I I I 2x4 STUCCO BAND 2X;6 STI DS @ 16" O.C. W/ W/ `;LOPED TOP R=19 BATT INSULATION �I II ! ! I II P.l. 2X61 PLATE PER STRUCTI RAL DRAWINGS I ! 6" �6" CbNCRETE CURB STL'CCOWEEP CREED 9" ii DUM�ELL WATERSTOP N COINT'S. SLOPE GRADE r.WAY FROM BUILDING, k CONCRETE SLAB WITH WWF I SEE CIVIL DRAWINGS (SBE STRUCTURAL) TOP OF SLAB I I I I POLYETHYLENE .0110 MEMBRANE WALL SECTION SCALE: 3/4"= V-0" TRUSS_BE�,RING _ ELEV. 1 1Y7 -3 - TOP OF 2`-3"TOPOF PLATE— ELEV. 1 10'-3" EXISTING CMU WALL--, PROVIDE ADDITIONAL 4" CONCRETE TOPPING SLAB IN MECHANICAL EQUIPMENT ROOM---, FIN FLOOR ELEV. 100'-0" I COIMPACLTED SUBGRADE -------------- FTG—SEE S—SHEETS I FOR DETAILS & SPECS I i I I 1 I I i I L------------------------ J 2A SPRAY FOAM INSULATION (R-19) EQUAL TO BAYSEAL OPEN -CELL SPRAY -APPLIED URETHANE FOAM W/DC315 INTUMESCENT COATING (ALTERNATIVE BARRIER SYSTEM & IGNITION SYSTEM PER AC 377, Appendix X). EXTEND VERTICALLY TO BETWEEN EQUIPMENT ROOM & CAR WASH TUNNEL PROVIDE CONTINUOUS $" TYPE "X" GYP BOARD CLOSURE PANEL 0 FOUNDATION BASE OF W STUCCO DETAILS SCALE: NOME 3 3A A-3.3 4 I -P OVIDE CONTI UOUS $' TYPE "x" GYP POARD CLOSURE PANE ABOVE T� E ENTIRE OFRICE 12 4 I I I PROVIDE EZ LINER PANEL PANELS ON TUNNEL CEILING (PANELS RUNNING PARALLEL WITH TRUSSES), PROVIDE 2x4 BLOCKING @ 24" O.C. MAX BETWEEN TRUSSES- INSTALL LINERS FOR WET ENVIRONMENTS,- PROVIDE ALL ACCESSORIES & TRIM PIECES FOR WATERTIGHT INSTALLATION �0 I4 REMOVE & REPLACE EXISTING CONCRETE SLAB AS REQUIRED FOR NEW CAR WASH EQUIPMENT AND FLOOR SLOPE I ' I BUILDING SECTION SCALE: 1/4"= V-0" 3A B Z_ RESISTIVE BARRIER PER ASTM C1063 0 SCRATCH COAT 0 BROWN COAT D FINISH COAT WE -EP SCREED aSFIING m ROOF FRAMING AND FINISHES CLOSED CELL BACKER ROD & ELASTOMERIC SEALANT CASING BEAD C TOP OF WALL -SPRAY FOAM INSULATION (R-19) EQUAL TO BAYSEAL OPEN -CELL SPRAY -APPLIED URETHANE FOAM W/DC315 INTUMESCENT COATING (ALTERNATIVE BARRIER SYSTEM & IGNITION SYSTEM PER AC 377, Appendix X). EXTEND VERTICALLY TO CREATE A COMPLETE THERMAL BARRIER 3B A-3.3 /? g o 1 Q00 C6 w O UJ O 2 Q cn U. Q H -� LD y U Q ❑❑ V El s El ❑ Z J ❑ Un i m m � UU Z M w � M Un W LJ. V O O N U) I.L W (D 06 0 tN C Z OO CON ZO CG G W <M -c CN © f_DU cu OO N Z W mQ4— (/j oo T- .� Mai a).2N ©m Q'�O� W= O O �a�� ONU NUS 2(� O I.L LO0�� 0� N N -ocaM -0-0. ❑ �Q M0Uo0 0 � O _O _o O O LL LL M M U) z O z �zo U c/) W w (D ry Z_ J_ m W F— bi J � F— F— F— W W 2 O U) Z )RAWN BY: CAS ;NECKED BY: CAS )ATE: 09-10-18 SHEET A-3 J Q m i m m � UU Z � Q W m LJ. V U �Z CY) U) 06 J Q U) z O z �zo U c/) W w (D ry Z_ J_ m W F— bi J � F— F— F— W W 2 O U) Z )RAWN BY: CAS ;NECKED BY: CAS )ATE: 09-10-18 SHEET A-3 A I B I c D AM 110 Is] wa 9 colol Oka a SCALE: 1/4"= V-0" A f DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D ❑❑ W 1:1 El V �-L- ❑ Z ❑ W ry Q ry �U Q m U � U 00Q 0) W F_ w LU rn 0 Z z J 0- oN Lu o0 oa) ll� O O Z mN 0 zo C� Ll 06 C'4 W w G O U) QM LL �N a © V)� U � �r_ m 06 �z L1J U)a� )CL a) m oo Ma, a) in J F- 2U Qp p L�s, O N U 0Um © OOQ oO°' � � r ON N � co ca OU�0 M-)� � 00 _ W w ILL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A- 1.2 W �-L- m < v z U w W ry Q ry �U Q m U � U 00Q z U) F_ Q z J 0- ll� O O z O u) LLL. a W w O z U J F- W H Q F - H W w 2 cn O z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A- 1.2 A A ROOF PLAN SCALE: 1/8"= V-0" A 2A CEILING PLAN LEGEND ❑❑ 2X2 SUSPENDED 2 X 4 ACOUSTICAL TILE &GRID ❑ LIGHT FIXTURE ❑ 2 X 2 O 4" LED RECESSED CEILING LIGHT FIXTURE M FIXTURE W 0 M EMERGENCY LIGHT/EXIT SIGN //�� w w EMERGENCY LIGHT 0 Z ® EXIT SIGN ❑ 2 X 2 RETURN AIR rn 0 60 mN j STRIP LIGHT FIXTURE E F EXHAUST FAN GYPSUM WALLBOARD ❑ 2 X 2 SUPPLY DIFFUSER Q SOFFIT CEILING U :D � B 34'-0" - EXPOSED CEILING 22'-0" 1, 6-0" C u FINISHES2 : GYPSUM BOARD: PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD (ASTM C6301630M) IN WASH DOWN AND WET AREAS; COORD w1OWNER'S REP PROVIDE TILE BACKER BOARD (DEN -SHIELD OR APPROVED EQUAL) ON WALLS TO RECEIVE CERAMIC TILE (ASTM C1178) PROVIDE FIRE RATED GYPSUM BOARD TYPE "X" 518" THICK ON FIRE RATED PARTITION (ASTM C36) INSTALLED PER UL ASSEMBLY REQUIREMENTS GYPSUM BOARD INSTALLATION: INSTALLPER GA -216 & GA -600. ERECT EXTERIOR GYPSUM SHEATHING SORIES AS REQUI ED : ACOUST C S A ANT, CORNER B ADS,EDGE TRIMIIM (GA -D 6), JOINT MATERIALSANCE WITH ASTM 80 PROVIDE A GYPSUM BOARD ACCESSORIES (ASTM C475 & GA -216) - REINFORCING TAPE, JOINT COMPOUND, ADHESIVE & WATER. GYPSUM BOARD FINISHES: LEVEL 1 - ABOVE FINISHED CEILINGS CONCEALED FROM VIEW LEVEL 2 - WALLS BEHIND CABINETRY LEVEL 3 - WALLS EXPOSED TO VIEW LEVEL 4 - CEILING EXPOSED TO VIEW LEVEL 5 - SPECIAL WALLS TO RECEIVE WRITING SURFACES (COORD ANY LOCATIONS OF LEVEL 5 FINISH WALLS w/OWNER) INSULATION: PROVIDE ACOUSTIC INSULATION (ASTM C665) AROUND ALL TOILET AND BATHROOMS AND AS NOTED ON THE WALL TYPE SCHEDULE. INSULATION SHALL BE PREFORMED GLASS FIBER, FRICTION FIT UNFACED R-11 MIN. PROVIDE BATT INSULATION (ASTM C665) IN EXTERIOR WALLS AND SOFFIT AREAS WITH R -VALUES AS NOTED ON PLANS AND SECTIONS. BATT INSULATION SHALL BE PREFORMED GLASS FIBER, FRICTION FIT UNFACED. INSULATION SHALL HAVE FLAME/SMOKE PROPERTIES 751450 IN ACCORDANCE WITH ASTM E84 FRAMING MATERIALS: STUDS AND TRACKS (ASTM C645, GA -216, GA -600) SHALL BE GALVANIZED SHEET STEEL, 0.0188" THICK (25 GA), 0.284 (22 GA), 0.0359 (20 GA); C -SHAPE, WITH KNURLED FACES. ANCHOR TO SUBSTRATE WITH TIE WIRES, NAILS, SCREWS, AND OTHER METAL SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION TO RIGIDLY SECURE MATERIALS IN PLACE METAL STUD INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA -216 & GA -600 DEFLECTION: MAXIMUM DEFLECTION OF INTERIOR NON -LOAD BEARING PARTITIONS SHALL BE L1240 AT 5 PSF. PROVIDE LATERAL REINFORCING AS REQUIRED CEILING FRAMING INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA -216 & GA -600 DEFLECTION: LEVEL CEILING TO A TOLERANCE OF L1600. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. ACOUSTICAL CEILING TILES: ACOUSTICAL CEILING TILE EQUAL TO: ARMSTRONG FINE FISSURED, SQUARE LAY -IN, 24" x 24" x 518",15116" GRID - WHITE. ACOUSTICAL CEILINGS SHALL COMPLY w/ THE FOLLOWING: ASTM C635, ASTM C636, ASTM C665, ASTM E580, ASTM C1284 AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. INSTALLATION: INSTALL LAY -IN CEILING IN ACCORDANCE WITH ASTM 0636 AND ASTM E580. INSTALL SYSTEM CAPABLE OF SUPPORTING IMPOSED C? LOADS TO DEFLECTION OF L1360 MAXIMUM N ACCESSORIES: PROVIDE ALL NECESSARY ACCESSORIES; GALVANIZED SUPPORT HANGERS AND CHANNELS, PERIMETER MOLDINGS (SAME MATERIAL AND FINISH AS THE GRID - L -SHAPED MOLDING FOR MOUNTING AT THE SAME ELEVATION AS FACE OF GRID) TOUCH UP PAINT AS REQUIRED TO MATCH GRID. VINYL COMPOSITION TILE (VCT) & VINYL BASE (VB): VCT EQUAL TO: ARMSTRONG STANDARD EXCELON 12" x 12" x 118" AND SHALL COMPLY WITH ASTM F 1066 PERFORMANCE REQUIREMENTS A. Conform to applicable code for fire performance ratings as follows: 1. Flooring, critical radiant flux (CRF): Minimum 0.45 watt per square centimeter, per ASTM E 648. 2. Flooring, smoke developed: Maximum 450, per ASTM E662. 3. Wall base, flame spread: Maximum 75, per ASTM E84. 4. Wall base, smoke developed: Maximum 450, per ASTM E84. CERAMIC AND QUARRY TILE INSTALL TILE PER THE TCA (TILE COUNCIL OF AMERICA) HANDBOOK FOR TILE INSTALLATION. NOTE: ALL FINISHES AND COLORS SHALL BE APPROVED BY OWNER PRIOR TO ORDERING EXPOSED CEILING EQUIPMENT ROOM 107 �EZ LINER PANEL ON CAR WAS TUNNEL CEILING $" PAINTED GYP BOARD CEILING REFLECTED CEILING PLAN SCALE: 1/4"= V-0" C 3A CUSTOME [TA �J ❑❑ ❑❑ (j ❑ z ❑ M W 0 M //�� w w 0 Z oo `n W (D 0 rn 0 60 mN ZO C W �S M O (n a J Q a� U :D � o 0 �z i"W U)a) Via, cn Q W2 >oo �°' " caca 0Q ch c4 64 0 a MC pca o 0 M � 0) M _po- LL LL DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. IM Z J d Z_ J_ W U LLI U W J LL W Z W O J W LL O O W H J 0 F- W = O cA Z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A�i 3 ■ A WALL TYPE SCHEDULE TYPE DESCRIPTION INSULATION NOTES -------- -------------RC 2X6, EXTERIOR WALL STUDS R-19 FIBERGLASS BATT INSUL) 1 WITH ONE LAYER OF 5/8", GYPSUM ❑ _--------------------------------------------------------- r ------------ WALLBOARD ON ROOM SIDE; SOBRITE RECLAIM UNIT; 4" THICK REINFORCED EXTEND WALL & INSULATION TO ROOF DECK M Q 1 2X4 STUDS @ 16" O.C. WITH R-11 SOUND ATTENUATION BA' 2 ONE LAYER OF 112" GYPSUM WALLBOARD o FIELD VERIFY LOCTION CONCRETE PAD ON EACH SIDE; EXTEND TO BOTTOM CHORD OF ROOF TRUSSES ON 1 LLI (D 2X4 STUDS @ 16" O.C. WITH R-13 FIBERGLASS BATT INSUL) 3 ONE LAYER OF 1/2" GYPSUM WALLBOARD ON ROOM SIDE OVER 0 ZC) HOLD WOOD FRAMING ± 1 LLI EXISTING 8" CMU WALL � � I LL 40^ Q a U) � �-- I 06 �z w IY I NOTES: 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 717. PROVIDE FIREBLOCKING IN CONCEALED WALL SPACES INCLUDING VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' (FBC 717.2.2). SEE FBC 717.2.1 FOR FIREBLOCKING MATERIAL OPTIONS. 2. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 3. CONCEALED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE. 5. PROVIDE FIRE-RERADANT WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, WALL MOUNTED TELEVISIONS AND FIRE EXTINGUISHERS. COORDINATE LOCATIONS OF CEILING & WALL MOUNTED TELEVISIONS WITH TENANT IN FIELD. 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOM. 0 00 I INTERIOR CONCRETE SLAB INSTALLATION NOTES: 1. #4 x 12" LONG DOWELS @ 36" O.C. W/6" IN THE EXISTING SLAB ,AND 6" IN THE NEW SLAB - ANCHOR DOWELS INTO EXISTING SLAB, TYP. TRENCHES LESS THAN 12" DO NOT REQUIRE DOWELS. TRENCHES LESS THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. THE DOWELS SHALL BE INSTALLED IN A STAGGERED PATTERN OFFSET 18" ON EACH SIDE OF THE TRENCH. TRENCHES GREATER THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. 2. NEW 4" CONCRETE SLAB ON GRADE (TO MATCH EXISTING; FIELD VERIFY) W/6 x 6 -1.4 x 1.4 WWF REINFORCING OVER 10 MIL POLY VAPOR RETARDER, TREATED & COMPACTED SOIL 4,000 PSI, 145 PCF DENSITY, 0.45 MAX W/C RATIO I -I I ' i WC -1 I ' I � I 2A A-3.2 ' 1 I I, I I I I I I I ' I I I IL 51-0„ FRAMING PLAN SCALE: 1/4"= V-0" 13'-11" EQUIPMENT 101 • J23 STAF�� TOILET 102 \ 7'-9" 2'-3" 1 3'-0" 0 3 _ 0 103 I 0 I 0 6'-0" If I 12'-3" OFFIC 103 00 I 0 1oa O FE 1 10'-6" 62'- " WALL MOUNTEDTELEVISION; VERIFY LOCATION & HEIGHT w/OWNER 27'-2" CUSTOMER BOX OUT STEEL COLUMN W/ %" GYP. BD. ON 2X4 FRAMING O 7'-4" i I I 1 I 2A I A-3.2 7'-2' 2 _ I II TOILET 0 ' 011 � � I 2 � ; I 'I I URR OUT WALL @ STEEL COLUMN W/ z" GYP. BD. ON 2X4 FRAMING I 12'-8" 1 _ _ J V PROVIDE WORKING CLEARANCES @ CONDENSING UNITS AS REQUIRED BY EQUIPMENT MFGR; FIELD VERIFY LOCATION w/OWNER, TYP. PROVIDE CONCRETE PADS FOR CONDENSING UNITS EQUAL TO HURRICANE PAD H -CLASS BY MASTER CONSULTING ENGINEERS, INC. 150 PMH - PROVIDE MANUFACTURER'S TYPICAL "L" BRACKET TO FASTEN UNITS TO CONCRETE PAD EQUAL TO HURRICANE CLIP HC -1 BY MASTER CONSULTING ENGINEERS, INC 26'-2" I I I I I I I I I 400b 0 _�04��er DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. A B I C I D Q 00 Q I C/)� wo OLu ! a A ao w Of U Q ❑❑ M CV ri CN > 0 E ul)M LL -------- -------------RC v Q U U z Q z ❑ z ❑ _--------------------------------------------------------- r ------------ ------------------------------------------------------------ SOBRITE RECLAIM UNIT; 4" THICK REINFORCED M Q 1 M I LU o FIELD VERIFY LOCTION CONCRETE PAD L-2 L-3 ON 1 LLI (D o o� O z mN 0 ZC) LLI °6 04 M a J � � I LL 40^ Q a U) � �-- I 06 �z w IY - a) .� (1) - 0 I EH -2 WORK BENCH I LLI 2 Q O O > �� IBRINE I © 2U Ln o d- 'q --r3 NN N Uo TANK rslQQ N O o L` m O ---) O O 1 I M 07 O LL LL W 2 O 15'-0" �, 107B I u PROVIDE ADDITIONAL 4" 00 I w�i EQUIPMENT CONCRETE TOPPING I 00 o� ROOM SLAB IN MECHANICAL I M 107 EQUIPMENT ROOM I I LL 1 LU 1 FE $ $ Oil ❑ III L --------------------- I I I------- 107 -------- -- -- -- - - - - -- - --- �- - ------------ ------ -- ---------�BI ------ I INFILL EXISTING STEEL COLUMNS, SEE ------------------ PB I OPENINGS WITH STRUCTURAL DRAWINGS I CMU, TYP. I f5'-5 3/4" 3'-4" 8" REMOVE & REPLACE EXISTING - I Ilk e - CONCRETE SLAB AS REQUIRED FOR 6'-8" f9'-5 3/4" NEW CAR WAS EQUIPMENT AND I 1 FLOOR SLOPE I I I I 106B F_ __1 II 106A CAR WASH TU NEL I I L) j 106 10 I 111 V) ------- I> - I ------------------------------------------ ---------------------------- ---- --------- - - ---- -- ----------------------- ------- - - - - - -- -- -- -- -- -- -- - ----------- ----- ------------------------ _ _ I uj wII,I 1101- z - -- __ I >I IU _ III ,I ml l N I ILL 1 I Q11 10 Il I( Q I I I w 1 I - - _ _ _ w Lu il 0 IW _ _ ____�L I 1 � , PROVIDE NEW CAR I I �AS H I 1 TUNNEL TRENCH & IRATE; 1PROVIDE I 8'_o" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 9'-0>, PIPING TOI,MAIN TRENCH I I INFILL EXISTING I WINDOW OPENINGS I I I WITH CMU, TYP. ___r�- E�i -__---------- I _ -- -___�_------- II Jill h I I I ------i - --- ---------- - - ---- I -I I ' i WC -1 I ' I � I 2A A-3.2 ' 1 I I, I I I I I I I ' I I I IL 51-0„ FRAMING PLAN SCALE: 1/4"= V-0" 13'-11" EQUIPMENT 101 • J23 STAF�� TOILET 102 \ 7'-9" 2'-3" 1 3'-0" 0 3 _ 0 103 I 0 I 0 6'-0" If I 12'-3" OFFIC 103 00 I 0 1oa O FE 1 10'-6" 62'- " WALL MOUNTEDTELEVISION; VERIFY LOCATION & HEIGHT w/OWNER 27'-2" CUSTOMER BOX OUT STEEL COLUMN W/ %" GYP. BD. ON 2X4 FRAMING O 7'-4" i I I 1 I 2A I A-3.2 7'-2' 2 _ I II TOILET 0 ' 011 � � I 2 � ; I 'I I URR OUT WALL @ STEEL COLUMN W/ z" GYP. BD. ON 2X4 FRAMING I 12'-8" 1 _ _ J V PROVIDE WORKING CLEARANCES @ CONDENSING UNITS AS REQUIRED BY EQUIPMENT MFGR; FIELD VERIFY LOCATION w/OWNER, TYP. PROVIDE CONCRETE PADS FOR CONDENSING UNITS EQUAL TO HURRICANE PAD H -CLASS BY MASTER CONSULTING ENGINEERS, INC. 150 PMH - PROVIDE MANUFACTURER'S TYPICAL "L" BRACKET TO FASTEN UNITS TO CONCRETE PAD EQUAL TO HURRICANE CLIP HC -1 BY MASTER CONSULTING ENGINEERS, INC 26'-2" I I I I I I I I I 400b 0 _�04��er DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. A B I C I D Q 00 Q I C/)� wo OLu ! a A ao w Of U Q ❑❑ M CV ri CN > 0 E ul)M LL v Q U U z Q z ❑ z ❑ L0 � z 00Q U U M Q LU M LU o z ON LLI (D o o� O z mN 0 ZC) LLI °6 04 M a J � � ON (n LL 40^ Q a U) � �-- � -C �m co 06 �z w IY LU a) .� (1) LLI 2 Q O O > �� N N U �� © 2U Ln o d- 'q --r3 NN N Uo ca ca �� rslQQ ILLa O o L` m O ---) O O 1 M 07 O LL LL U) W M CV ri CN > ul)M LL m coW Q U U z Q z Lu J m I— U_ ry U L0 � z 00Q U U Q W J 0 cl U) W d J >J 06 z g Z O C7 Z w IY ILLa LLI Q I- H H W 2 O DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-1.4 1 El M M C M ❑❑ F-1 V W Q m E— U ❑ Z c/) U)N L.I. U) Z 0 M W M ;Z w0 -1U W o �Z w W 0 o0rn W z mN 00 Z� W QM �N U) (1)L �U Q BEU '0'^ VJ� 00 O Z L' I..I.J U 0— 4-- > m pp r O a).2 N . = N w w 2 (A W= Q> 0 O L000)r m N U BUJ lnO1-d" 7C3 f6 f0 OQQI r c/) 04 N OUo t-- (6 O 0 O _OO M � 07 O LL LL W M M C M M LL U U Z W W Q m E— U U L Z M Q U �J c/) Q U) Z 0 ;Z w0 -1U w W 0 w w X w L:dQ J w F - w w 2 (A O Z DRAWN BY: CAS CHECKED BY. CAS DATE: 09-10-18 SHEET A PAINTED STEEL L LINTEL EACH SIDE OF WALL, SEE STRUCTS GRAVITY DAMPERS, SEE MECHANICAL - PAINT EXISTING TRIM 1 THE FIRST LAYER OF THE VAPOR PERMEABLE MEMBRANE SHALL BE THE AIR BARRIER SYSTEM (i.e. ONE COMPONENT FLUID -APPLIED, VAPOR PERMEABLE, AIR/WATER-RESISTIVE BARRIER APPROVED FOR SECONARY MOISTURE PROTECTION). THE AIR BARRIER SYSTEM INSTALLATION SHALL BE COMPLETE TO SEAL PENETRATIONS (i.e. UTILIZING WRAP CAP SCREWS & NAILS, & FLASHING TAPE), LAP & TAPE JOINTS AND CAULKED AT WINDOW AND DOOR OPENINGS PER THE RECOMMENDATIONS OF THE WRAP MANUFACTURER AND THE AIR BARRIER ASSOCIATION OF AMERICA. THE SECOND LAYER SHALL BE OFFSET ASPHALT SATURATED KRAFT BUILDING PAPER WITH A DRAINAGE PLANE (GRADE D MIN - i.e. AMICO TILATH) INSTALL AIR BARRIER SYSTEM PRIOR TO THE INSTALLATION OF WINDOWS AND DOORS; VERIFY WITH AIR BARRIER MANUFACTURER AIR BARRIER SYSTEM SHALL INCLUDE A WATER - PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER THE UNDERLAYMENT SYSTEM SHALL BE A COMPLETE SYSTEM THAT HAS BEEN APPROVED BY THE STUCCO SUPPLIER AND NOT A SERIES OF COMPONENTS STANDING SEAM— METAL ROOF 7" EXPOSURE HARDIE LAP SIDING 4" SMOOTH HARDIE TRIM EF -4 EF -3 4 SMOOTH HARDIE TRIM PAINT EXISTING - MASONRY WALL SCALE: 1/4"= 1'-0" B C v INSTALL STUCCO SYSTEM PER MANUFACTURER'S SPECIFICATIONS & ASTM STANDARDS; PROVIDE UNDER- LAYMENT BARRIERS, CONTROL JOINTS, CASING BEADS, WEEP SCREEDS, CORNER AIDS AND OTHER ACCESSORIES AS REQUIRED BY THE STUCCO MANUFACTURER 12 zz�� 4 6" SMOOTH PAINT EXISTING HARDIE TRIM -/MASONRY WALL WRO STANDING SEAM METAL ROOF PAINT EXISTING MASONRY WALL WC STUCCO CJ STUCCO - 2x4 STUCCO RAISED BAND W/ SLOPED TOP - TRUSS BEARING ELEV. --i-28'-8" 8" SMOOTH HARDIE TRIM 6" SMOOTH HARDIE TRIM 7" EXPOSURE HARDIE LAP SIDING STANDING SEAM METAL ROOF —STUCCO 12 41 I SIGN LOCATION PROVIDE BLOCKING AS REQUIRED, TYP. ANDING SEAM METAL ROOF TRUSS BEARING ELEV. 128'-8" TRUSTS BEARING ELEV. 112'-3" TRUSTS BEARING ELEV. T10'-3" FIN FLOOR ELEV. 100'-0" TRUSS BEARING ELEV. 128'-8" - � TRUSTS BEARING TRUSS BEARING ELEV. 112'-3" SEE STRUCT. TRUSTS BEARING ELEV. 1 10'-3" PAINTED STEEL L LINTEL EACH SIDE OF WALL, SEE STRUCTS GRAVITY DAMPERS, SEE MECHANICAL - SCALE: 1/4"= 1'-0" L -4 L-3 3A EXISTING ELECTR METER AND PANELS PAINT EXISTING CMU 7yo� FIN FLOOR ELEV. 100'-77- DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D < C B _j -1 co m LL U U A 00 7yo� FIN FLOOR ELEV. 100'-77- DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. D < O ❑❑ _j -1 co m LL U U Q 00 ' rym Q U ❑ z W c) U) Q U) Z O co W M Z oW W Q Lu �Z (n W Q� CD = W (D o < �- f m N O Z CD W Q"' U Q O U) to LL ❑❑ M N ❑❑ _j -1 co m LL U U M W 7~ Q L W C* rym Q U ❑ z ❑ J U) Q U) Z O co W M Z oW W o �Z (n W Q� oOrn W (D o O G Z m N O Z CD W Q"' O U) to LL Q W I- � U)� o0 Z I-- W O Q4 m oc) U N a) ta�rnrn c�a�i O Z W= Q.>OO GNU cz Ln O c-�NN c>3 OQ< t O O . ❑ I—m0 y f6 O O Morn rn �� rn VJ M N m _j -1 co m LL U U M W 7~ Q L W ry rym Q U Q�z U 00a U J Q U) Z O j Z oW J W 0� O (n W Q� W I- W J W I- � H f - W W = cn O Z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-2. 1 SCRUBBLES CAR WASH' 835 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ARCHITECTURAL MECHANICAL G-1 CODE DATA M-1 MECHANICAL NOTES, SC EDUCES &DETAILS G-2 LIFE SAFETY PLAN M-2 MECHANICAL FLOOR PLN A-1.0 SITE PLAN A-1.1 BUILDING FLOOR PLAN PLUMBING A-1.2 CANOPY FLOOR PLAN P-1 PLUMBING NOTES, SCHEDULES &DETAILS A-1.3 ROOF PLAN &REFLECTED CEILING PLAN P-2 DOMESTIC WATER PLANT&COMPRESSED AIR PLAN A-1.4 FRAMING PLAN &WALL TYPE SCHEDULE P-3 SANITARY WASTE PLAN A-2.1 EXTERIOR ELEVATIONS A-2.2 EXTERIOR ELEVATIONS ELECTRICAL A-3.2 BUILDING SECTIONS E-1 SITE PLAN 1� A-3.3 WALL SECTIONS E-2.1 BUILDING LIGHTING PLAN A-4 ENLARGED TOILET ROOM PLAN & E-2.2 CANOPY LIGHTING PLAN DOOR &HARDWARE SCHEDULE E-3.1 BUILDING POWER PLAN A-4.1 CABINET ELEVATION &SECTION E-3.2 CANOPY POWER PLAN A-5 ACCESSIBILITY GUIDELINES E-4 PANEL SCHEDULES 1 A-6 WINDOW &DOOR DETAILS E-5 ELECTRICAL SPECIFICATIONS STRUCTURAL S-0.1 GENERAL NOTES, DESIGN CRITERIA &MATERIAL SPECS S-1.1 FOUNDATION PLAN 5-1.2 ROOFING PLANS S-4.1 FOUNDATION &ROOF FRAMING SECTIONS &DETAILS 5-4.2 ROOF FRAMING SECTIONS &DETAILS *rlW"D FOR CODE COMPLIANCE Cfrf OF ATLANTIC REACH an pwWTs FOR AMMOKAL t[ &%w 4w*Ck S. `� RMlMl� a►t� OZ' l � "r•'�►� � Aim 5�4� �... �?Y�. n "1�s- � DISIAIE�■1� DOHERTY SOMMERS 10 ARCHITECTS ENGINEERS, INC. 370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952 SEPTEMBER 10, 2018 PROJECT SITE ■u WINK I p(0413 SITE VICINITY PLAN Q yy0 SCALE: N T.S. DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. H,1 ; ry•! I p(0413 SITE VICINITY PLAN Q yy0 SCALE: N T.S. DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. 0 L 91 s' JR1. MEASURING 8" HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR. 2. THE SYMBOL SHALL BE PLACED WITHIN 24" TO THE LEFT OF THE MAIN ENTRY DOOR. 00 3. BE PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE ON A CONTRASTING BACKGROUND. 4. BE MOUNTED ON A CONTRASTING BASE MATERIAL WHICH IS THEN PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE. 5. THE DISTANCE ABOVE GRADE, WALKING SURFACE OR FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL NOT BE LESS THEN 4 FEET (48"). 6. THE DISTANCE ABOVE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL BE NOT MORE THAN 6' (72 IN.) --------------------------------- O ------ OVERALL FLOOR PLAN_ SCALE: 1/16"=1'-0" C u CODE REQUIREMENTS THE PROJECT IS A REMODEL OF AN EXISTING AUTOMATED CAR WASH CONSTRUCTED WITH EXISTING CMU WALLS & NEW WOOD - FRAME WALLS & STEEL COLUMNS & PRE - ENGINEERED WOOD ROOF TRUSSES. OCCUPANCY CLASSIFICATION OF TENANT SPACE: BUSINESS (B) FBC 304.1; NFPA 3.3.134.9 AND CHAPTER 36. FLORIDA BUILDING CODE - EXISTING BUILDING STH EDITION (2017) ALTERATION- LEVEL 3 (FBC-EX 505) FLORIDA BUILDING CODE 6th EDITION (2017) FLORIDA FIRE PREVENTION CODE 6TH EDITION (ENCOMPASSING 2012 ON NFPA 1 & NFPA 101) CONSTRUCTION: FBC SECTION 602.5 - TYPE VB; UNSPRINKLED ALLOWABLE HEIGHTS AND BUILDING AREAS: TABLE 503 - TYPE VB UNPROTECTED, UNSPRINKLED MAX. HEIGHT - 40'-0" MAX. STORIES - 2 BASIC ALLOWABLE AREA - 9,000 SF TOTAL BUILDING AREA (UNDER ROOF): 2,871 SF (GROSS BUILDING AREA) ENCLOSED " TUNNEL" BUILDING AREA: 1,992 SF nni r r_n BUILDING ELEMENT TYPE VB STRUCTURALFRAME 0 INCLUDING COLUMNS, GIRDERS, TRUSSES 100 GROSS SF PER PERSON BEARING WALLS ALL EXTERIOR 0 INTERIOR 1 <10 842 SF (GROSS)/300 SF PER PERSON NONBEARING WALLS AND PARTITIONS 0 EXTERIOR 0 NONBEARING WALLS AND PARTITIONS 0 INTERIOR > 30 FLOOR CONSTRUCTION 0 INCLUDING SUPPORTING BEAMS AND JOISTS ROOF CONSTRUCTION 0 INCLUDING SUPPORTING BEAMS AND JOISTS TYPF VB - TABLE 602 FIRE SEPARATION DISTANCE TYPE OF CONSTRUCTION GROUP B (FT) BUSINESS AREA: 100 GROSS SF PER PERSON < 5 ALL 1 >> 5 OTHERS 1 <10 842 SF (GROSS)/300 SF PER PERSON Z >10 VB 0 < 30 1,992 SF (GROSS)/300 SF PER PERSON = 7 OCCUPANTS > 30 ALL 0 OCCUPANT LOAD: ❑ MINIMUM OCCUPANT LOAD - FBC TABLE 1004.1.2 (NFPA TABLE 7.3.1.2 & 42.1.7): BUSINESS AREA: 100 GROSS SF PER PERSON ❑ EQUIPMENT AREA & TUNNEL 300 GROSS SF PER PERSON ❑ CUSTOMER 362 SF (GROSS)/100 SF PER PERSON = 4 OCCUPANTS EQUIPMENT 842 SF (GROSS)/300 SF PER PERSON Z OFFICE 70 SF (GROSS)/100 SF PER PERSON = 1 OCCUPANTS TUNNEL 1,992 SF (GROSS)/300 SF PER PERSON = 7 OCCUPANTS TOTAL =15 OCCUPANTS INTERIOR FINISHES: MINIMUM AS REQUIRED BY FBC TABLE 803.5 (UNSPRINKLED): OCCUPANCY VERTICAL EXITS EXIT ACCESS CORRIDORS ROOMS &ENCLOSED SPACES BUSINESS A B C AS REQUIRED BY NFPA 101 TABLE A.10.2.2: OCCUPANCY VERTICAL EXITS EXIT ACCESS OTHER SPACES BUSINESS A OR B A OR B A OR B OR C CLASS A INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450 CLASS B INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 CLASS C INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 MEANS OF EGRESS: MAXIMUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: FBC 1005.3.1 & 1005.3.2 & TABLE 1017.2; NFPA TABLE A.7.6.1: MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLED): 200 FT; NFPA 101 - 200 FT (BUSINESS - NFPA 38.2.6.1) MAXIMUM DEAD END CORRIDOR LENGTH (UNSPRINKLED): 20 FT; (FBC 1020.4) NFPA 101 - 20 FT (BUSINESS) OTHER EGRESS COMPONENTS (WIDTH PER PERSON SERVED) : LEVEL =.02" (0.2" x 15 OCCUPANTS = 3.0" REQUIRED) MINIMUM CORRIDOR AISLE WIDTH: 44" (FBC TABLE 1020.2) MINIMUM CORRIDOR AISLE WIDTH: 36" (FBC 1020.2; LESS THAN 30 PEOPLE) MINIMUM CLEAR WIDTH OPENING OF EXIT DOORS: 32" (32"/0.2" PER PERSON = 160 PERSONS) COMMON PATH OF TRAVEL: 75 FT; OCCUPANT LOAD LESS THAN 30 & WITHOUT A SPRINKLER SYSTEM (FBC TABLE 1006.2.1); NFPA 101 - 75 FT (BUSINESS) DOORS SHALL SWING IN THE DIRECTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOAD OF LESS THAN 50 (FBC 1010.1.2.1) CORRIDOR FIRE -RESISTANCE RATING: CORRIDOR FIRE RATING WITH LESS THAN 30 PEOPLE & WITHOUT A SPRINKLER SYSTEM (FBC 1020.1) - 0 HOURS 160P INDICATES EXIT OR EXIT ACCESS, NUMBER OF PERSONS (P) DISCHARGING AT EXIT OR EXIT ACCESS, 32 AND EGRESS CLEAR WIDTH (AT DOORS). SAMPLE EGRESS TRAVEL PATH AND DISTANCE FIRE EXTINGUISHERS (UL RATING 3A -10B -.C) 5 LB MULTIPURPOSE DRY CHEMICAL EQUAL TO BADGER MODEL #5MB-6H (A KIDDE COMPANY) FIRE EXTINGUISHERS SHALL BE CERTIFIED BY A LICENSE FIRE PROTECTION COMPANY CLASS A FIRES (ORDINARY COMBUSTIBLE MATERIALS SUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS) CLASS B FIRES (LIQUIDS, TARS, OILS, GASES) CLASS C FIRES (ELECTRICAL EQUIPMENT) MAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SF MAXIMUM FLOOR AREA PER 2A UNIT = 3,000 SF MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER = 75 FT PLUMBING FIXTURE COUNT PER TABLE 403.1 FLORIDA PLUMBING CODE 40roo BUSINESS (B) TOTAL OCCUPANT LOAD - 15 (PER FBC OCCUPANT LOAD TABLE 1004.1.1) WATER CLOSETS 1 WC PER 25 FOR THE FIRST 50 1 WC PER 50 FOR THE REMAINDER EXCEEDING 50 LAVATORIES 1 WC PER 40 FOR THE FIRST 80 1 WC PER 80 FOR THE REMAINDER EXCEEDING 80 1 SERVICE SINK REQUIRED 1 SERVICE SINKS PROVIDED 1 DRINKING FOUNTAIN PER 100 PER FPC SECTION 410.2 SMALL OCCUPANCIES: DRINKING FOUNTAINS SHALL NOT BE REQUIRED IN FOR AN OCCUPANT LOAD OF 15 OR FEWER DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. C D ❑ ❑ ❑ ❑ ❑ ❑ U Z M W M W o w Z oCD m 0 Co G Z mN Z06 co W O� U) QM w �- Q © �/� v!F-' U OO 2 Z �W U) a) CL.—, co ._.VN Q p p ©= U •� Lo c 0') �- (D CD U J Ln o -,t qt -0 � ca cc u O N�O4Q cCV CN .Q N OaOQ i LL LL M O-, W Ch m 04 C) � W J �°° LL m U U Z W D J m QU r U L0 MQ U �J C F— Q Z O Cn LLI Q � D W 0 O W 1-- < - 0 W 2 O U) Z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 ■ 4 A n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� ----------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- ------------ - - - - - -- - - - - - - - ------------I F -- L-2 L-3 - � _...- I I I I I IF7� EH -2 WORK BENCH I —cff-G�u(II 0.11M 1160P Ooriw . 132 I � I W + 66'P�a��lf��f�� z EQUIPMENT I ROOM I w 107 O O o O 0° FE I I o o I � ❑_ --------- II I I 127'1 I I III I 1 ' I'I -_--- _ ---------------------------------------------- ------------------ I ------------------- ----------------------------- - -- — — II I --- - I II I,I --------� _ fi_- ---- r� u ❑ ❑ ❑ ❑ ❑ ❑ U Z M W M U/) W O N o a) LL W oc:) 0 d Z UQ zto W 06N O U) QM N L Q �.. a cnv �c W cna' -2 Z --`ua) L C 0 r � 4= ©W Z BO�O '_� 2U ODC 1 N N 'c> oco4d- o0 a . QQ ticaoo co -3 a) a) ILL U - I I 777 -- I -- 42' I T",F23 O �o�STAFF�� TOILET I 34" HIGH POS COUNTER 30" L-1 I 102 --- FBC 904.4.1 (PARALLEL APPROACH) SALES COUNTERS0 (BUSINESS & MERCANTILE): SALES & SERVICE COUNTERS j SHALL BE A MINIMIUM OF 36" IN LENGTH AND00 I j A MAXIMUM OF 36" AFF. A CLEAR FLOOR SPACEI OF 30"x48" IN FRONT OF THE COUNTER IS REQUIRE o CU -1 I " OFFICE I 103 ' ' CHECK WRITING SURFACES SHALL BE A I 1 28 HIGH MINIMUM AND MAXIMUM OF 34 HIGH ' EQUIPMENT I TOILET ir 1 CUSTOMER -------- I ---------- I, L - I FE _ 1-- FE - F�=$� _ - - - - �--------- -- NOTE A _- --- _ -- - - -- NOTE A __ -_ _- -- — I --- -- — I i I 4/ 160P I 160P PROVIDE A MALTESE CROSS PER FAC 69A-60.0 81 L - - 32" 32" - I I I I II I I I I I I I I I I I I I I - -- Aso" - I I I IQ I I I NOTE A: I EXIT DOOR TACTILE SIGNAGE READING: I EXIT SIGNAGE SHALL I COMPLY w/ANSI/CABG I I A117.1; MOUNT 60" AFF TO CENTERLINE OF I I i I pppp- SIGN I I I I - I I I I I I ENLARGED LIFE SAFETY PLAN 16 SCALE'. 1/0"=1'-0" 0 i C DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER TOEUPLANS SHALL NOT BE DISTRIBUTED D TO ANY NPARTY WITHOUTSENT OF SAID AID WRITTEN PERMISSION &GINC CONSENT HES D Z a n H W LL a co z W 0 LL_ J co � W W Q Z W W w11-- < J H I� W = O f� Z N [] CV M J —j m LL U U �-Q Z W J m Q � Lr) CZ � Q 00 J F-' Q DRAWN BY: CAS D BY: CAS DATE: 09-10-18 SHEET G-2 ©m ©m A B C I 1.7' N 890 18'38" E 175.00' 0.4' FOUND ------------------------------------- ---------------------------------------------------------------------------------------r-- 0 o GUARD %2n -T---- 2.1 POST 1 IRON 1 I w I 1 _ � PIPE, I I eo'-o I NO10,0 I 10.1` 1 CAP 1 CONCRETE 1 WOOD - a- - - - - - - - - - - - - - - - - - - - SOBRM - RECLAIM d- UNR-; - - - — 4' THICK REINFORCED ° -- MANHOLES FIELD VERIFY LOCTION 8011 CONCRETEPAD L-2 L3 __--------------------- - - - - - - - - - - - - - - - - - - - - - -- j I I EH -2 WORK GUARD TER - SEE CIVIL POSTS D _9n ADDITIONAL 34.3 EWCONCRETE SLAB IN MECHANICAL O EQUIPMENT ROM FE E ---------- F 1 I I I 1 1.8' I1 iII i i INFLL EXISTING©Of STEEL COLUMNS, SEE OPENi WITH STRUCTURAL DRAWINGS -------------------- PB G I II I • I I 1 I I t5'-5 3/4' 3'-4" REMOVE& REPLACE EXISTING 1 I CONC R E SLAB AS REWIRED FFLOOROR I I I I I I I I g•_g". t9'-5 3/4° NEWC SLOPE CAR WAS EQUIPMENT AND I I I I I I I I I I I I CONCRETE ( I ® CAR WASH ® III I I I 1 I a-----------------TU-1TUNNEL -- ---------- ----- I I a • EXISTING -- --------- GUARD r ----------- ---------------- II II I III POSTS I I I I I oII I=______� __—_ ___�__= =---------- I—J IIS I --I------------ -+-- I I I I L f--------- I I I • I PROVIDE NEW CAR H TUNNEL TRENCH & TE; I 1 I i I g•-0" 62 -0• B'_p" 2'-0' 2'-0' 8'-0" 9'0° TRENCHWINDOW OPENINGS tE 1.11 PIPING TO N I PROVIDE I I I j a 3 STAF 3 °D I I I I 10 3 `WALL MOUNTED TELEVISION; 3 � I L----------- -- OILET106 I ; iae WVEROWNELOCATION8HE1f#iT < L1 A-3.2 1 1 1 I I IWC -1 13,_11" 2 T_g. g._CI" 27'-2° 7'-2° 2 d l (I I I I VIDE WORKING CLEARANCES 2 106 I DENSING UNITS AS REQUIRED I I CIl-1 EQUIPMENT MFOR; REMVEWFY 1 a I OFFIC CUSTOMER v �/ ON wIOWNER TV. 11 I M EQUIPMENT ia2 CIE 164 (I I I I 1 I BOX OUT STEEL COLUMN W/ OVIDE CONCRETE PADS FOR CONDENSING I I A-3,2 ipi 01 TOILET ITS EQUAL TO HURRICANE PAD HCLASS BY I }i' GYP. BD. ON 2X4 FRAMING O- -m 106 Q TER CONSULTING ENGINEERS, W. 160 1 H, PROVIDE MANUFACTUREI STYPICAL'L• UNDERGROUND 1 1 . I KET TO FASTEN UNITS TO CONCRETE PAD 2' CONDUIT 1 I I 1 1D1 WE ® O FE t z I I SEUL TING ENGINEERS, INC I� i 13Y MASTER r- — — — _ _ �— — — — — — — — — — — — — — — — — _ _ - - - - - I AUTO GATE AM • A WI $' GYP. BIDOlt I I o L 0" d _ 2._3. I 4Z 3,�. 12_3 Q 0. 10' T- 12 d moi' iv I GATE BASE .31�L. n 62'-0' 26'-2' 26'-0" -TRA li d 'a I Q 4 UNATTENDED TELLER, d ° . / SEE UNDERGRWND2'tX7NWR c I FOR SENSOR,END CONDUITAT CENTER OF I I 1 �' •Q I 4'- TYP 10'-0" 4,_0" I I I I CO I 1 C14 CV d I a. t CARPET I C PARKIN �I i CLEANER SIGN 19'-0" ts' o" 19'-0" -------- — — — — — — — O z1 z ii V�II I I I Ali I UII I I w w —11 I IIF I I I I I jI II I I� I I I I I I II I VACUUM wj EQUIPMENT >I I I ole I ' I CARPET I i CLEANER I I -VACUUM EQUIPMENT o AUTO CASHIER d' CONCR. SAW • SIGN I I d I I LMJ— — — L IPB I I 0' I OPB — -- —1 -- ---� +J I I I I I . 'd ' a 35' HIGH FLAGPOLE FOUND 3�8 REBAR, NO ACKF REVE 0.4' ASPHALT 6' WOOD FENCE PAVERS Q 0 LL -JW Q Q a _ yw. I✓ J g m O I Y - I INEW 1 V GATE12 4' .''1 •. D I I 1:2.4' I I (7� PARKING I I ----------------- I ---- SPACES -------------- -----NEW I ---------------------------------------------------- --- ------------ - ------------------------- ----------------- I O PYLON I I II, I SIGN b NO EQU MENT IN THE I a 1.71 I of 20' SETBA K SHALL BE 1 1 I GREATER AN 30" a d I I BENCHMARK; FOUND I I HIGH a o d d. 9 1 /2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — 1 II ---------------------- - IRON II L---------------- ---- - ---- - ---- ---- ---- - ----- � I PIPE ELEVATION=9.85' 1 hry t`�/ S89° 18'38"W 265.00' CABLE . 30" HIGH VACUUM NOZZLE CABLE 1 RISER ------ N 9° 8-38"E -- --- -- -- ----- HOLDER, TYP.--------------- -------------- ------ -- ----------------- - ----- FOUND I 3' FOUND Y2" CONCRETE TELEPHONE IRON IRON O MANHOLE PIPE, CAP DURDEN ILLEGIBLE NORTH SITE PLAN_ SCALE: 1/8"=1'-0" 0 ATLANTIC B O U L E f� D DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. 3A THESE DRAWINGS. PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. B C D El ' Q I `i Zl/ 1 r w V LLJ W 2 (n W O �y N W .1 N Z 2 4" I I I I I CO I 1 C14 CV d I a. t CARPET I C PARKIN �I i CLEANER SIGN 19'-0" ts' o" 19'-0" -------- — — — — — — — O z1 z ii V�II I I I Ali I UII I I w w —11 I IIF I I I I I jI II I I� I I I I I I II I VACUUM wj EQUIPMENT >I I I ole I ' I CARPET I i CLEANER I I -VACUUM EQUIPMENT o AUTO CASHIER d' CONCR. SAW • SIGN I I d I I LMJ— — — L IPB I I 0' I OPB — -- —1 -- ---� +J I I I I I . 'd ' a 35' HIGH FLAGPOLE FOUND 3�8 REBAR, NO ACKF REVE 0.4' ASPHALT 6' WOOD FENCE PAVERS Q 0 LL -JW Q Q a _ yw. I✓ J g m O I Y - I INEW 1 V GATE12 4' .''1 •. D I I 1:2.4' I I (7� PARKING I I ----------------- I ---- SPACES -------------- -----NEW I ---------------------------------------------------- --- ------------ - ------------------------- ----------------- I O PYLON I I II, I SIGN b NO EQU MENT IN THE I a 1.71 I of 20' SETBA K SHALL BE 1 1 I GREATER AN 30" a d I I BENCHMARK; FOUND I I HIGH a o d d. 9 1 /2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — 1 II ---------------------- - IRON II L---------------- ---- - ---- - ---- ---- ---- - ----- � I PIPE ELEVATION=9.85' 1 hry t`�/ S89° 18'38"W 265.00' CABLE . 30" HIGH VACUUM NOZZLE CABLE 1 RISER ------ N 9° 8-38"E -- --- -- -- ----- HOLDER, TYP.--------------- -------------- ------ -- ----------------- - ----- FOUND I 3' FOUND Y2" CONCRETE TELEPHONE IRON IRON O MANHOLE PIPE, CAP DURDEN ILLEGIBLE NORTH SITE PLAN_ SCALE: 1/8"=1'-0" 0 ATLANTIC B O U L E f� D DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. 3A THESE DRAWINGS. PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. B C D ❑❑ d ❑ z El F-1 ❑ Q C `i Zl/ 1 r w V LLJ W 2 (n W O �y N W .1 N Z C-4 z(D w (o U u- �l /�/i tnVcum U Q cl) 0) CL ❑❑ d ❑ z El F-1 ❑ J U) L Q C) U C ZW r w V U. 1 Mz U 00Lu� W 2 (n W M o �y o04 C7 o Z C-4 z(D w (o OV u- �l /�/i tnVcum 0 ° © W cl) 0) CL z 3 z Amo r a) C w Q R 0LIJ 0 U) W LnoV- 'it 'vcaCO 0 ix•- Ooo o0 MSM IBM �Q LL LL W M 0 N M 66666 m J U) L Q C) U En ZW r J m F` V U. 1 Mz U 00Lu� U) C7 J O 3 z 0LIJ 0 U) W z g W w 0 CIL Lu fA Q 01 N J F_ � r' o H W Lu c')z `- DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A I - B GENERAL NOTES 1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE = CERAMIC TILE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017) 1008.1.2. 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE ROOM FINISH NFPA LIFE SAFETY CODE (LATEST EDITION) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 5th EDITION. 3. THIS BUILDING WILL BE A NONSMOKING FACILITY. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS ROOMCEILING NAME IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS. 5. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF EXCEPT FOR EXTERIOR LANDINGS WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNIT 8'-0" THE DOOR. LANDINGS SHALL BE LEVEL EQUIPMENT 101 VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE). FBC 1010.1.5 6. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD. 7. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO TOILET 102 THE ARCHITECT/ENGINEER. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE -RESISTANT -RATED WALLS (AND CORRESPONDING FIRE-RESISTANT RATINGS) ACT (2 x 2) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE RATED BARRIER - o� PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LVT LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. 11 DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. NOTES: 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 717. PROVIDE FIREBLOCKING IN CONCEALED WALL SPACES INCLUDING VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' (IBC 717.2.2). SEE IBC 717.2.1 FOR FIREBLOCKING MATERIAL OPTIONS. 2. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 3. CONCEALED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE. 5. PROVIDE FIRE-RERADANT WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, WALL MOUNTED TELEVISIONS AND FIRE EXTINGUISHERS. COORDINATE LOCATIONS OF CEILING & WALL MOUNTED TELEVISIONS WITH TENANT IN FIELD. 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOM. BUILDING FLOOR PLAN SCALE: 1/4"= V-0" A 3A INTERIOR CONCRETE SLAB INSTALLATION NOTES: #4 x 12" LONG DOWELS @ 36" O.C. W/6" IN THE EXISTING SLAB AND 6" IN THE NEW SLAB - ANCHOR DOWELS INTO EXISTING SLAB, TYP. TRENCHES LESS THAN 12" DO NOT REQUIRE DOWELS. TRENCHES LESS THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. THE DOWELS SHALL BE INSTALLED IN A STAGGERED PATTERN OFFSET 18" ON EACH SIDE OF THE TRENCH. TRENCHES GREATER THAN 24" SHALL HAVE DOWELS @ 36" O.C. ON EACH SIDE OF THE TRENCH. C 2. NEW 4" CONCRETE SLAB ON GRADE (TO MATCH EXISTING; FIELD VERIFY) W/6 x 6 - 1.4 x 1.4 WWF REINFORCING OVER 10 MIL POLY VAPOR RETARDER, TREATED & COMPACTED SOIL 4,000 PSI, 145 PCF DENSITY, 0.45 MAX W/C RATIO 3 C C ACT SCHEDULE FLOOR CT = CERAMIC TILE EP = EPDXY PAINT FRP ROOM FINISH BASE WALLS CEILING HEIGHT REMARKS ROOMCEILING NAME VB EPDXY PAINT EPDXY PAINT ON GYP BOARD 8'-0" EQUIPMENT 101 SC EPDXY PAINT EPDXY PAINT ON GYP BOARD 8'-0" 0 U) TOILET 102 SC VB PAINT ACT (2 x 2) 8'-0" o� OFFICE 103 LVT VB PAINT ACT (2 x 2) z mN CUSTOMER WAITING 104 LVT VB EPDXY PAINT N 8'-0" 4'-0" HIGH CERAMIC TILE WAINSCOTING TOILET 105 CT CT EPDXY PAINT ON CMU EZ LINER PANEL ±12'-0" Q CAR WASH TUNNEL 106 Sc U N c EPDXY PAINT ON CMU -- EXPOSED EQUIPMENT 107 Sc ¢>99 Lo Cm r GNU UJ 0 © = U Loo q, It -a ca ca 2. NEW 4" CONCRETE SLAB ON GRADE (TO MATCH EXISTING; FIELD VERIFY) W/6 x 6 - 1.4 x 1.4 WWF REINFORCING OVER 10 MIL POLY VAPOR RETARDER, TREATED & COMPACTED SOIL 4,000 PSI, 145 PCF DENSITY, 0.45 MAX W/C RATIO 3 C C ACT = ACOUSTICAL CEILING TILE CT = CERAMIC TILE EP = EPDXY PAINT FRP = FIBERGLASS REINFORCED PANEL PT = PAINT RS = RESILIENT WALL BASE SC = SEALED CONCRETE S/S = STAINLESS STEEL PANELS VCT = VINYL COMPOSITION TILE WALLS WITHIN Z-0" OF SERVICE SINKS, URINALS & , WATERCLOSETS SHALL HAVE A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" ABOVE THE FLOOR PROVIDE WORKING CLEARANCES @ CONDENSING UNITS AS REQUIRED BY EQUIPMENT MFGR; FIELD VERIFY LOCATION w/OWNER, TYP. PROVIDE CONCRETE PADS FOR CONDENSING UNITS EQUAL TO HURRICANE PAD H -CLASS BY MASTER CONSULTING ENGINEERS, INC. 150 PMH - PROVIDE MANUFACTURER'S TYPICAL "L" BRACKET TO FASTEN UNITS TO CONCRETE PAD EQUAL TO HURRICANE CLIP HC -1 BY MASTER CONSULTING ENGINEERS, INC yy, DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PIANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. ❑� ❑❑ M C'e) 04 �M El El = U U ~ Z Q U W J m ry I— U U ❑ Z ❑ L00 U z co W m M 0 U) W rn o �Z LU o� W o rn C) z mN 60 Z0 Q W"Y M N U) < ¢—, ,� a_ ©� CD (� Z) U ca 06 CD z �- Q U O Q� m r U N c U Q ¢>99 Lo Cm r GNU UJ 0 ❑❑ M C'e) 04 �M El El = U U ~ Z Q U W J m ry I— U U ❑ Z ❑ Q z co W m M 0 U) W rn o �Z LU o� W o rn C) z mN 60 Z0 C W M N U) < ¢—, ,� a_ ©� CD (� Z) U ca 06 CD z �- W O Q� m r U N c W LU 2 cn 1L11= ¢>99 Lo Cm r GNU UJ 0 © = U Loo q, It -a ca ca O��yyy O Uo 0 o Q �moo '7 _. OO _ LL LJ.. M � � W M C'e) 04 �M J V J m LL = U U ~ Z Q W J m ry I— U U L0 Z U 00Q U Q z �Z o0 0 U) �; U` z LU 0 J m J W F -- � F— I— W LU 2 cn O Z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET CARRIER TYPE AND CASING PIPE SIZES (MIN) IN INCHES PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS 8 (min) OF ROCK (57 STO ) 45" BEND (TYP) 3. A JEA APPROVED GATE VALVE (4" MIN) SHALL BE PROVIDED AT THE R/W LINE FOR ALL FORCE MAIN PIPING VALVE AT THE RNV LINE IS NOT CARRIER PIPE NO. DIA. (DI) CASING PIPE NOM. DIA. (DO WALL THICKNESS RAILROAD -(FEC) WALL THICKNESS RAILROAD -(CSX) WALL THICKNESS DOT NUMBER OF TIE RODS (EACH END) TIE ROD SIZE (DIA.) MANHOLE FRAME & COVER (NOTE #2) CITY 8 20 0.375 0.375 0.25 2 3/4" 10 20 0.375 0.375 0.25 4 3/4" 12 24 0.375 0.375 0.25 4 3/4" 14 30 0.50 0.469 0.312 6 3/4" 16 30 0.50 0.469 0.312 6 3/4" 18 30 0.50 0.469 0.312 8 3/4" 20 36 0.562 0.562 0.375 8 3/4" 24 42 0.625 0.625 0.50 /4 3/4" 30 48 0.625 0.688 0.50 14 1" 36 54 0.688 0.781 0.50 14 1" 42 60 0.781 0.844 0.50 16 1 1/4" 48 66 0.781 0.938 0.50 16 1 1/4" PVC PIPE (4" MIN) REQUIRED WHERE THE CONNECTION (CONNECTION AT JEA MAIN) IS LOCATED ON THE SAME SIDE OF THE STREET AS THE PUMP -OUT BOX (SHORT -SIDE SERVICE) AND CONSIST OF 15 LINEAR FEET OR LESS WITHIN 4" QUICK DISCONNECT WITH CAP R/VV NOTES: 1. MIN. COVER TO TOP OF CASING; a) FDOT-3.0' b)RAILROAD-5.5' TO BASE OF RAIL, 4.5" ' OR SECONDARY OR INDUSTRIAL TRACKS. EXCEPT FOR R.E.C. O THE CITY RNV AREA. 4. NO CONNECTIONS PERMITTED INTO JEA FORCE MAINS WHICH ARE GREATER THAN 12" WITHOUT PRIOR JEA m NOTES: W (SEE NOTE 3) THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OF 6 INCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. �` APPROVAL. 5. QUICK DISCONNECT WITH CAP SHALL BE ALUMINUM AND BE POSITIONED DIRECTLY UNDER MANHOLE LID NV 1. SEWER PUMP -OUT BOX SHALL BE CONSTRUCTED ON PRIVATE PROPERTY AND LOCATED AT THE RLINE. W z (NOTE #5) OR COUPLING. HOWEVER, A MINIMUM cn z PROVIDE NEW FLOW THE PREFERRED CONSTRUCTION LAYOUT IS SHOWN ABOVE. Z W� 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. INTERIOR SPECIALTY /\\�\\ /\\j/\\/ 2. ASSEMBLY TO BE ENCLOSED WITHIN A 48"x48" (MIN) PRECAST CONCRETE BOX WITH OPEN BOTTOM W/ Lu z ¢� 4. 4" PLUG VALVE OR GATE PRIVATE PROPERTY CITY R/W _ 0 GO TRAFFIC LOADING COVER OR TYPE "C" MANHOLE OPEN BOTTOM WITH FRAME AND COVER (NON-JEA LOGO U m 5. COATING) AS ,\/ \ TYPE COVER). W O W V 6. VALVE(FLG'D) /\� /\\\ Cn W (D cn ¢ F W CC ¢ W W f- 2 ¢ 7. PIPE TO BE USED AS A CASING SHALL CONFORM TO EITHER ASTM STANDARD A139 FOR "ELECTRIC FUSION (ARC) WELDED STEEL PIPE". WITH A PSI OR "API SPECIFICATION API-5LX, GRADE X-42 WELDED STEEL PIPE". I' R PRIV\, ATE PUMP OUT T ASSEMBLY NOTE: MINIMUM YIELD STRENGTH OF 35,000 4" D.I. TEE (MIN) W TYPICAL FORCE MAIN CONNECTION TO MANHOLE JANUARY 2018 PLATE S-46 CASING SPACERS (TYP) 1' 1' 9' 9' 1' 1' 2' ANGLE BETWEEN INFLUENT FORCE MAIN AND GRAVITY EFFLUENT PIPE SHALL BE BETWEEN 135" - 225° UNLESS APPROVED OTHERWISE BY JEA. ��O CHECK VALVE (SIZE AS REQUIRED) �' - JANUARY 2018 PLATES -18 A JANUARY 2018 PLATE S-25 FORCE MAIN (INFLUENT) GRADE CARRIER PIPE s FORM CONCRETE CHANNELS\\ A TO FORM EASY FLOW CURVES//i// 0 U 4' DIA REINFORCED ALL JOINTS OF PIPE LOCATED WITHIN LOCATING WIRE REQUIRED \\, \\, \\, \\, ��/ GATE VALVE (4" MIN) CONCRETE MANHOLE O THE CASING SHALL BE RESTRAINED (SEE S-49) MANHOLE FRAME & COVER (SEE NOTE #3) L FINISHED GRADE GROUT (TYP) LL� STEEL CASING PIPE BELL CLAMP FLOW V FLOW (SEE NOTE #2) 1" 12" NOM, 18" MAX ELEVATION PROVIDE COLD ROLLED STEEL TIE RODS n - LOCATE WIRE REQUIRED ~ Q I J 8" Z-8" DIA CONCRETE ADJUSTMENT CUT OFF PIPE AT WALL LINE (TYP) INFLUENT SEWER PIPE SPACER 2 OR 3 REQUIRED FROM THE END OF THE STEEL CASING PIPE TO THE FIRST JOINT OF PIPE OUTSIDE THE GRAVITY EFFLUENT GRAVITY INFLUENT GROUT SEAL PIPE OPENING (TYP) TO JEA SYSTEM o GROUTED IN PLACE (S EE NOTE #1)CASING PER JOINT OF PIPE SEE -ABOVE CASING. THE RODS ARE TO BE WELDED TO FROM PRIVATE THE CASING AND CONNECTED TO A BELL PUMP STATION 0 6" (TYR) FLOW ANNULAR SPACE SHALL REMAIN TYPE CLAMP ON THE PIPE. (TYPICAL EACH 6'-C"DIA PLASTIC JOINT SEALER 6, (SEE NOTE 4) (2 SEALERS PER JOINT) z (%) 6 SLOPE 1/2" D EMPTY. SEAL BOTH ENDS WITH 12" �. SIDE). SEE TABLE BELOW FOR THE MINIMUM FLOW m Q (RR) OR 8" (DOT) THICK CLASS "C" NUMBER OF TIE RODS REQUIRED AT EACH PLAN _ 6�L SOLID CLASS "C" cr LU CONCRETE W/ SOLID CONCRETE PLUGS (SEE SPECS) END, TIE ROD SIZE AND QUANTITY. cr fn w FILLER BRICKS ONLY REFER TO S-15 DETAIL. AS FILLER ALLOWED LEVELING COURSE, 12" (MIN.) MANHOLE FRAME & COVER GATE VALVE (4" MIN) REQUIRED PRIOR TO DROP NO RUBBLE, GRADE TO W N Ln 1/2" PER FOOT. Z " .. CONSTRUCT SPILLWAY WHERE THICKNESS OF GRANULAR BACKFILL (#57 STONE) D2 (DIA) STEEL CASING PIPE - IS 6 INVERT OF UPPER SEWER 4" FM (PVC, DR18) Z vi v ri c�i r STEEL CASING PIPE W FINISHED GRADE -� SEWER. GROUT `^ N Ln LEVELING COURSE, 12" (MIN) OF GRANULAR U�/)� vJ V J CC U THICKNESS CONCRETE TO FORM W CURVES SECTION "A -A" \\/\\\//\\\\% / \/\\\/\ � Q SOLID CLASS C OI EASY FLO CONCRETE, SOLID FILLER U_ BRICKS ONLY ALLOWED AS FILLER, NO RUBBLE. GRADE TO 1/2" PER FOOT. NOTES: 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE SHALL BE BETWEEN 90" -180" UNLESS OTHERWISE APPROVED BY JEA. PLAN VIEW (S-3) CARRIER TYPE AND CASING PIPE SIZES (MIN) IN INCHES PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS 8 (min) OF ROCK (57 STO ) 45" BEND (TYP) 3. A JEA APPROVED GATE VALVE (4" MIN) SHALL BE PROVIDED AT THE R/W LINE FOR ALL FORCE MAIN PIPING VALVE AT THE RNV LINE IS NOT CARRIER PIPE NO. DIA. (DI) CASING PIPE NOM. DIA. (DO WALL THICKNESS RAILROAD -(FEC) WALL THICKNESS RAILROAD -(CSX) WALL THICKNESS DOT NUMBER OF TIE RODS (EACH END) TIE ROD SIZE (DIA.) 4 14 0.25 0.25 0.25 2 3/4" 6 16 1.25 0.281 0.25 2 3!4" 8 20 0.375 0.375 0.25 2 3/4" 10 20 0.375 0.375 0.25 4 3/4" 12 24 0.375 0.375 0.25 4 3/4" 14 30 0.50 0.469 0.312 6 3/4" 16 30 0.50 0.469 0.312 6 3/4" 18 30 0.50 0.469 0.312 8 3/4" 20 36 0.562 0.562 0.375 8 3/4" 24 42 0.625 0.625 0.50 /4 3/4" 30 48 0.625 0.688 0.50 14 1" 36 54 0.688 0.781 0.50 14 1" 42 60 0.781 0.844 0.50 16 1 1/4" 48 66 0.781 0.938 0.50 16 1 1/4" (FOR SECTION VIEW SEE 8-2) PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS 8 (min) OF ROCK (57 STO ) 45" BEND (TYP) 3. A JEA APPROVED GATE VALVE (4" MIN) SHALL BE PROVIDED AT THE R/W LINE FOR ALL FORCE MAIN PIPING VALVE AT THE RNV LINE IS NOT W z WHICH EXCEEDS 15' LINEAR FEET WITHIN THE CITY RNV AREA, THE GATE PVC PIPE (4" MIN) REQUIRED WHERE THE CONNECTION (CONNECTION AT JEA MAIN) IS LOCATED ON THE SAME SIDE OF THE STREET AS THE PUMP -OUT BOX (SHORT -SIDE SERVICE) AND CONSIST OF 15 LINEAR FEET OR LESS WITHIN NOTES: 1. MIN. COVER TO TOP OF CASING; a) FDOT-3.0' b)RAILROAD-5.5' TO BASE OF RAIL, 4.5" ' OR SECONDARY OR INDUSTRIAL TRACKS. EXCEPT FOR R.E.C. O THE CITY RNV AREA. 4. NO CONNECTIONS PERMITTED INTO JEA FORCE MAINS WHICH ARE GREATER THAN 12" WITHOUT PRIOR JEA m NOTES: W (SEE NOTE 3) THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OF 6 INCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. �` APPROVAL. 5. QUICK DISCONNECT WITH CAP SHALL BE ALUMINUM AND BE POSITIONED DIRECTLY UNDER MANHOLE LID NV 1. SEWER PUMP -OUT BOX SHALL BE CONSTRUCTED ON PRIVATE PROPERTY AND LOCATED AT THE RLINE. W z OR COUPLING. HOWEVER, A MINIMUM X ¢ PROVIDE NEW FLOW THE PREFERRED CONSTRUCTION LAYOUT IS SHOWN ABOVE. Z W� 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. INTERIOR SPECIALTY /\\�\\ /\\j/\\/ 2. ASSEMBLY TO BE ENCLOSED WITHIN A 48"x48" (MIN) PRECAST CONCRETE BOX WITH OPEN BOTTOM W/ Lu z ¢� 4. iv r LINER (PROTECTIVE I` /\ \ // GO TRAFFIC LOADING COVER OR TYPE "C" MANHOLE OPEN BOTTOM WITH FRAME AND COVER (NON-JEA LOGO U m 5. COATING) AS ,\/ \ TYPE COVER). W O W V (FOR SECTION VIEW SEE 8-2) PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS SPECIFIED IN SECTION 446 45" BEND (TYP) 3. A JEA APPROVED GATE VALVE (4" MIN) SHALL BE PROVIDED AT THE R/W LINE FOR ALL FORCE MAIN PIPING VALVE AT THE RNV LINE IS NOT W WHICH EXCEEDS 15' LINEAR FEET WITHIN THE CITY RNV AREA, THE GATE PVC PIPE (4" MIN) REQUIRED WHERE THE CONNECTION (CONNECTION AT JEA MAIN) IS LOCATED ON THE SAME SIDE OF THE STREET AS THE PUMP -OUT BOX (SHORT -SIDE SERVICE) AND CONSIST OF 15 LINEAR FEET OR LESS WITHIN NOTES: 1. MIN. COVER TO TOP OF CASING; a) FDOT-3.0' b)RAILROAD-5.5' TO BASE OF RAIL, 4.5" ' OR SECONDARY OR INDUSTRIAL TRACKS. EXCEPT FOR R.E.C. THE CITY RNV AREA. 4. NO CONNECTIONS PERMITTED INTO JEA FORCE MAINS WHICH ARE GREATER THAN 12" WITHOUT PRIOR JEA .JANUARY 2018 PLATE S-3 2. (SEE NOTE 3) THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL OF 6 INCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. �` APPROVAL. 5. QUICK DISCONNECT WITH CAP SHALL BE ALUMINUM AND BE POSITIONED DIRECTLY UNDER MANHOLE LID OR COUPLING. HOWEVER, A MINIMUM FOR ACCESS. 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. DROP FM PIPING TO CROWN OF 4. ALL JOINTS WITHIN CARRIES PIPE SHALL BE MECHANICAL RESTRAINED JOINTS. _ '. GRAVITY EFFLUENT PIPE AS SHOWN m 5. FOR STREET USES WHICH ARE NOT DOT OR RAILROAD, USE DOT CASING THICKNESS UNLESS OTHERWISE INDICATED BY ENGINEER. e / REFER TO S-15 DETAIL. W W Z Z 'S W V 6. CASING PIPE SHALL BE FURNISHED IN NOMINAL 8 FOOT LENGTHS (MIN.) UNLESS OTHERWISE IN ON THE DRAWING OR APPROVED BY JEA. /\� /\\\ W (D cn ¢ F W CC ¢ W W f- 2 ¢ 7. PIPE TO BE USED AS A CASING SHALL CONFORM TO EITHER ASTM STANDARD A139 FOR "ELECTRIC FUSION (ARC) WELDED STEEL PIPE". WITH A PSI OR "API SPECIFICATION API-5LX, GRADE X-42 WELDED STEEL PIPE". I' R PRIV\, ATE PUMP OUT T ASSEMBLY MINIMUM YIELD STRENGTH OF 35,000 SECTION TYPICAL FORCE MAIN CONNECTION TO MANHOLE JANUARY 2018 PLATE S-46 TYPICAL CASING DETAIL - SEWER �' - JANUARY 2018 PLATES -18 JANUARY 2018 PLATE S-25 0 U MANHOLE FRAME & COVER L FINISHED GRADE GROUT 12" NOM, 18" MAX n - I J 8" Z-8" DIA CONCRETE ADJUSTMENT RINGS OR BRICKS (TYP) o GROUTED IN PLACE 0 J 5" 4'-0" DIA 6'-C"DIA PLASTIC JOINT SEALER 6, (SEE NOTE 4) (2 SEALERS PER JOINT) z (%) 6 SLOPE 1/2" D PER FT. (TYP) N ai 4 N Q r 6�L SOLID CLASS "C" cr LU CONCRETE W/ SOLID cr fn w FILLER BRICKS ONLY REFER TO S-15 DETAIL. AS FILLER ALLOWED NO RUBBLE, GRADE TO W N Ln 1/2" PER FOOT. Z " .. CONSTRUCT SPILLWAY WHERE Z - IS 6 INVERT OF UPPER SEWER UJ - toABOVE MID HEIGHT OF LOWER W O -� SEWER. `^ N Ln LEVELING COURSE, 12" (MIN) OF GRANULAR U�/)� vJ V J CC U THICKNESS Q UNDISTURBED SOIL MIN. BACKFILL (57 STONE) %/%\//\/%\/%\/%\/%\\//\\//�\//\\//\\//\\\\! LU CC o BEARING CAPACITY: FT. ✓\/��///��/\�/\/\/\/\/\/�/�/ 2000 LB/SQ IN UNSUITABLE SOILS, f1._S-2 OVER -EXCAVATION IS SECTION VIEW REQUIRED (SEE NOTE #6). > (FOR PLAN VIEW SEE S-3) L) Q ' Ln NOTES: '^ V J � 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF It CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE Q) A.S.T.M. C 478 WITH 4000 LB. CONC., TYPE FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. C-0 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF u BITUMINOUS WATERPROOFING MATERIAL. C) 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS Q WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER. 0 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. a 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH � OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12' (AT A MIN.) AASHTO AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). W v O z v Q cn SANITARY SEWER TYPE "A" MANHOLE z z 8"-21" SEWERS z W PLATES S-2, S-3 0 Q U U; JANUARY 2018 a o cn 0 cn I- w w O Oz z =Q I-cj z Q tnzWU�z Q z= co 0 w c 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. 2. THE SITE CONTRACTOR IS DEVICES AFTER ICOMPLLETIONLE FOR MOF CONSTRUCTION OVING THE RAND ONLY WHEN AREAS SEDIMENT CONTROL HAVE BEEN STABILIZED. 3. ADDITIONAL PROTECTION NOT PERMIT ITSI PROTECTION LEAVE I HE PDRO�ECT � ONFINETHE SOVE DUEM 0 UNSEEN ST BE PROVIDED THAT WILL CONDITIONS OR ACCIDENTS. 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME 5. WIRE MESH SHALL BE LAIDOVER F THEINLET E DROP NLET SO STRUCTURE. T THE WIRE HARDWARECLOTHEXTENDS OR MINIMUM OF 1 FOOT BEYOND EACH SIDE O COMPARABLE WIRE NECESSARY, WITH 1 THE I THE OPENINGSHALL SHALL BE USED. OVERLAPPED. IF MORE THAN ONE STRIP OF MESH IS 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED ON SHEEE AT SEDIMENT FILTER DETAIL (SEE DETAIL INLEIT OPENING. TTHEDEPTH STONE SHALOF �NE EXNDL BEYOND LEAST 12 INCHES OVER THE ENTIRE THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 7. IF THE TOEPERFORMSE T�MES FUNCToON,EDTHEITSTONEDSMENT SO MUST BE HAT IT NO INLET, LONGER FILTER AWAY FROM THE ADEQUATELY INLET, CLEANED AND REPLACED. WITH 8. SYNTHETIC BALES SHALL BEEITHER I THANE -BOUND OVEROANDTUNDER -TIED THE BALES.THE BINDINGS ORIENTED AROUND THE SIDES 9, SYNTHETIC BALES F ADJACENT BALES PR ESEDSHALL BE PLACED LENGTHWISE IN A HERSINGLE ROW SURROUNDING THE INLET, WITH THE ENDS 0 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TASOILIIMUM SHALLDEPTH BE BACKFILLEDINCHES. AND COMPACTED SYNTHETIC BALES THE EXCAVATEDTHE FILTER BARRIER. 11. EACH SYNTHETIC BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. 12. LOOSE SYNTHETIC STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM ENTERING BETWEEN BALES. 13. SYNTHETIC STRAW BALEBARRIERS RSHALL LD E INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING L. 14. CLOSE ATTENTION SHALL BE GIVEBENEATH TO OYTHE RC BALES. ROF DAMAGED SYNTHETIC BALES, END RUNS AND UNDERCUTTING 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SYNTHETIC BALES SHALL BE ACCOMPLISHED PROMPTLY. 16. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER ECH RAIINFALONE-HALF ITMUST BEGREMHT OVED HE WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY BARRIER. ALE OR FILTER 17. ANY TTFENCESITS ARE ENO INING IN PLACE, LONGER REQUIRED, AFTER SHALLTHE BESTRAW DRES SED TO CONFORMBTOR OR SILTHE _ AND OR S L EXISTING GRADE, PREPARED AND SEEDED. Z °w 18. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE o MADE IMMEDIATELY. 0 CL 19. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME 1 INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE w NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. OZ LU 0 20. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. U NSIONS (L WW 21. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMEWH m THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED INA SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL °z a NOT ERODE. w" a o 22. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER z ;E WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 0 a 23. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA Q Z DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE Za STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. 0 0 24. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS AND PRESERVATION EASEMENTS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAILS (THIS SHEET) FOR TYPICAL CONSTRUCTION. g W m 25. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO 0 ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. z z a 26. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE Cn OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED z SOLIDS TO THE RECEIVING OUTFALL. LUa W a 27. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A zw = CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. = f- 28. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED UNTIL A P J ERMANEN VEGETATIVE COVER IS ESTABLISHED. CONTRACTOR SHALL USE ADDITIONAL MEASURES TO STABLIZE DISTRUREB AREAS THROUGH COMPACTION, SILT SCREENS, HAY BALES, AND "5GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. �m z LU, W 29. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL SHALL REMAIN IN PLACE UNTIL AFTER ° 0 COMPLETION OF CONSTRUCTION, AND REMOVED ONLY WHEN AREAS HAVE BEEN STABILIZED. ate. w m 30. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. CONTRACTOR E OBF�MNLPBLE IEITONAL °° EQUALI TGUIDELNENDMAY R a w CONTROLS. _z 2 ° 31. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT a w INQUIRIES, RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION 0 CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. w� W E ST. JOHNS 32. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT U) CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND TH '� RIVER WATER MANAGEMENT DISTRICT RULES AND REGULATIONS. w� w w 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SO ~ AND/OR GRASS PER THE CONTRACT DOCUMENTS THE ST. JOHNS RIVER WATER MANAGEMENT w �_ DISTRICT AND CITY OF JACKSONVILLE STANDARDS AND MEETING THE NPDES FINAL 0- STABILIZATION REQUIREMENTS. ww oa 34. THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.ID.E.P.) CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS, AND FINES. 35. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND REGULATIONS. (FOR ANY CONSTRUCTION NOT COVERED BY THE OWNER'S "NOTICE OF INTENT" PERMIT). 6' Mil' STABILIZED CONSTRUCTION ENTRANCE N.T.S. DROP INLET 0 WITH GRATE 0 o -- 11 i STRAW BALES STAKED WITH 2 STAKES PER BALE VA COMPACTED SOIL TAKED SYNTHETIC STRAW BALE TO PREVENT PIPING RUNOFF WATER I===ILTERED WATER WITH SEDIMENT I Al I SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SYNTHETIC STRAW BALE DROP INLET SEDIMENT FILTER N.T.S. POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF SYNTHETIC STRAW BALE IN A DRAINAGE WAY N.T.S. FLOW PLAN VIEW RUNOFF WATER WITH SEDIMENT SECTION VIEW POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF A FILTER BARRIER IN DRAINAGE WAY 18" MIN. +may; N.T.S. FDOT COARSE AGGREGATE NO. 1 ,GRAVEL ( 12" MIN. DEPTH ) �!PX�ti:�• r . i SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER N.T.S. STAKED AND ENTRENCHED SYNTHETIC STRAW BALE BINDING WIRE OR TWINE II I I I II I I COMPACTED SOIL TO PREVENT PIPING FILTERED RUNOFF II I I I II I I I SEDIMENT LADEN RUNOFF .I _I SII III II II I � I II I 1 1 I I 1 i! F�l I -1 I I= - CROSS -SECTION OF A PROPERLY INSTALLED SYNTHETIC STRAW BALE N.T.S. 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 1, EXCAVATE THE TRENCH q� EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CONSTRUCTION OF SILT FENCE N.T.S. 4" 3. WEDGE LOOSE SYNTHETIC STRAW BETWEEN BALES. 2. PLACE AND STAKE STRAW BALES. i1Mw' "L dbBY L. d Q a8p3 I BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 / I I (l l 0 I/f l r 4-1 o C N 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. J CONSTRUCTION OF A SYNTHETIC STRAW BALE BARRIER 1. SET THE STAKES ll�l1115� Illjlll111 jlll% 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. l'1= - N.T.S. C ca m 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE •� ALONG THE LINE OF STAKES m N Cn CL / 2 rr 0- i f � Ill /i III p __1 IIi�11I� ill I 4. BACKFILL AND COMPACT THE EXCAVATED SOIL i i,;1� 111111 CONSTRUCTION OF A FILTER BARRIER N.T.S. 11� co � N � N > M �J :3L_ 0 LU m C 0 0 co 00 LO C CO C0 00 Q Project Number 18-0065 Sheet Name Sediment & Erosion Control Details Sheet Number C-540 U1 LU °moo 0-0 �z LU UJ M 00� 0❑ z< UJ tea~ ❑ U) 0 _ �Q ❑ a. az za 00 oW(6:) aLn w0 =m 1-o �z J zQ �m U) ❑Q UJ w w =w �w zw s� J � J _Ci 0= E2 m Z w CO c� 00 W W O�Y W Q �m LL 00 aw �m =z 00 �U > z aw O�_ U� w� �o �(n wU) W wa Ww ❑ no w� XW Z Q C7 � WZ ❑Q OWNER'S REQUIREMENTS SITE DESCRIPTION PROJECT NAME AND LOCATION: SCRUBBLES CAR WASH 835 ATLANTIC BLVD. ATLANTA BEACH, FLORIDA 32233 OWNER NAME AND ADDRESS: SCRUBBLES EXPRESS WASH 101 OAK POINT AVENUE TIFTON, GA 31794 DESCRIPTION: THIS PROJECT WILL CONSIST OF: PROJECT INCLUDES REDEVELOPING AN EXISTING CAR WASH FACILITY. EXISTING PAVEMENT WILL REMAIN WHERE POSSIBLE WITH NEW LANDSCAPE ISLANDS. SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; GRADING; EXCAVATION FOR THE SEDIMENTATION POND, STORM SEWER, UTILITIES, AND BUILDING FOUNDATION; CONSTRUCTION OF CURB AND GUTTER, ROAD, AND PARKING AREAS; AND PREPARATION FOR FINAL PLANTING AND SEEDING. RUNOFF CURVE NUMBERS 1. PRE -CONSTRUCTION = 98 2. DURING CONSTRUCTION = 85 3, POST -CONSTRUCTION = 96 SOILS: SEE GEOTECHNICAL REPORT FOR SOILS DATA SITE MAPS: * SEE ATTACHED PAVING AND DRAINAGE SHEET C-130 FOR ALL GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS. * SEE ATTACHED SHEET C-140 FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS SITE AREA: 1. TOTAL AREA OF SITE = 0.64 AC. 2. TOTAL AREA TO BE DISTURBED = 0.64 AC. NAME OF RECEIVING WATERS: STRAWBERRY CREEK CONTROLS THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. DRAWING NO. C-540 HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS REQUIREMENTS" FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY CURB AND GUTTER STORM SEWER, CURB INLETS AND CATCH BASINS FOR THE DEVELOPED AREAS. AREAS WHICH ARE NOT DEVELOPED BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 0.00 ACRES± WILL HAVE BEEN REGRADED WHERE PRACTICAL, THE TEMPORARY SEDIMENT BASIN WILL BE IN THE LOCATION OF THE PERMANENT RETENTION BASIN. WHEN UPSLOPE AREAS ARE STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM SEDIMENT BASIN, AND THE AREAS ON THE SIDE OF THE BASIN WILL BE PLANTED WITH VEGETATION. THE WET DETENTION SYSTEM IS DESIGNED WITH A 21 DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. REFER TO " CONTRACTORS REQUIREMENTS" FOR THE TIMING OF CONTROL/MEASURES. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. D.E.P. DREDGE/FILL PERMIT # C.O.E. DREDGE/FILL PERMIT # S.J.R.W.M.D. M.S.S.W. PERMIT # CITY OF JACKSONVILLE DEVELOPMENT PERMIT # POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNED: DATE: CORPORATE OFFICER, GENERAL PARTNER, PROPRIETOR, EXECUTIVE OFFICER;, OR RANKING ELECTED OFFICIAL GENERAL THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION. SEQUENCE OF MAJOR ACTIVITIES: I THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND HAY BALES AS REQUIRED 3. CLEAR AND GRUB FOR DIVERSION SWALES/DIKES AND SEDIMENT BASIN 4. CONSTRUCT SEDIMENTATION BASIN 5. CONTINUE CLEARING AND GRUBBING 6. STOCK PILE TOP SOIL IF REQUIRED 7. PERFORM PRELIMINARY GRADING ON SITE AS REQUIRED 8. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE 9. INSTALL UTILITIES, STORM SEWER, CURBS & GUTTER. 10. APPLY BASE TO PARKING AREAS 11. COMPLETE GRADING AND INSTALL PERMANENT SEEDING/SOD AND PLANTING 12. COMPLETE FINAL PAVING 13. REMOVE ACCUMULATED SEDIMENT FROM BASINS 14. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE ANY TEMPORARY DIVERSION SWALES/DIKES AND RESEED/SOD AS REQUIRED NOTE: VERTICAL CONSTRUCTION OF THE BUILDING WILL BE TAKING PLACE DURING ALL THE SEQUENCE STEPS LISTED ABOVE TIMING OF CONTROLS/MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH THE SEDIMENT AND EROSION CONTROL PLAN. (DWG. NO. CONTROLS IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE EROSION AND SEDIMENT CONTROL PLAN AND AS REQUIRED TO MEET THE SEDIMENT AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY AGENCIES. EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES 1. STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT - FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE. 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. CONTRACTOR'S REQUIREMENTS 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 11. TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED. STRUCTURAL PRACTICES 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP IS USUALLY INSTALLED IN AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA WITH THE FOLLOWING LIMITATIONS: A. THE SEDIMENT TRAP MAY BE CONSTRUCTED EITHER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE VELOCITY OF FLOW AT DESIGN CAPACITY OF THE OUTLET WILL EXCEED THE PERMISSIPLE VELOCITY OF THE RECEIVING CHANNEL OR AREA. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. INVENTORY FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION: Concrete, Fertilizers, Wood, Asphalt, Petroleum Based Products, Masonry Blocks, Tar, Cleaning Solvents, Roofing Materials, Detergents, Paints, Metal Studs SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: PETROLEUM PRODUCTS ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER ONSITE. MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM SHALL BE COMPLETED BY THE INSPECTOR THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. NON -STORM WATER DISCHARGES * IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: * WATER FROM WATER LINE FLUSHING * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. DEWATERING PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE BELOW THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUND WATER EXCEEDS THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE EFFLUENT (GROUND WATER) TO SURFACE WATERS OF THE STATE. i SIGNATURE BUSINESS NAME AND ADDRESS OF CONTRACTOR & ALL SUBS RESPONSIBLE FOR/DUTIES GENERAL CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR N O �_ N M� J U_ ,0) Cn N N C N C Y O co U bJd 00 00 •� ONS LO 0 LO Z 1014 C NO . O ��U L O C N N LO C 00 NO Z M Zp O O N O" PK E R BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 O CIOC J w ca L V 11 -p Cn C W tD -a�M �: W 120 N wCn O Q O V�X11 � M '2 CO M CV M a) J =) LL O LLI m Q co U) C N 0 Qm LO C M CU 00 Q Project Number 18-0065 Sheet Name Stormwater Pollution Prevention Plan Sheet Number C-541 3/4' STRAP THROUGH 3/4' WIRE - CINCH BUCKLE TENSIONED TIGHT OVER 2X4 WOOD BOARD (LENGTH EQUAL TO ROOTBALL DIAMETER) TOP OF ROOTBALL 2' ABOVE BACKFILL------, 3/4' WIDE POLYESTER STRAP WITH BLACK PLASTIC OR METAL TOGGLE - 2 OR 4 PER TREE (ANCHOR SYSTEM 2) METAL STRAP - to a ATLANTIC BOULEVARD (STATE ROAD A -1-A AND STATE ROAD 10) ANCHOR SYSTEM 2 i(Xf iilGl'R-OF_WAY 3/4' WIDE POLYESTER STRAP WITH TOGGLE ANCHOR TENSION STRAPPING OVER 2X4 BOARD <1 OR 2 PER TREE) SINGLE OR MULTI -TRUNKED TREE WATER BAG IF NO AUTOMATIC IRRIGATION IF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ALL NYLON STRING, STRAPS, & PLASTIC WRAP WOOD SCREW UPTI❑NAL TEMP. MULCH DAM AROUND RO❑TBAL (N❑ SOIL) TOP OF ROOTBALL 2. 3 MULCH ABOVE BACKFILL SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMER❑CK FREE TOPSOIL) EXISTING LIMEROCK-FREE S❑IL OR YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE (ONE ON EACH SIDE OF ROOTBALL (ANCHOR SYSTEM 1) TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS SECURED WITH TWINE 2'X4'X18' WOOD PAD SECURED W/ METAL STRAPS DO NOT PENETRATE NAILS INTO TRUNCK 2'X4' WOOD BRACE NAILED TO PAD AND STAKE (3 EA. PALM) 3' MULCH TO BE PLACED 1' BELOW GRADE - 3' TEMPORARY BERM 2'X4'X30' WOOD STAKE A3 SAND/COMPOST MIXTURE COMPACTED EXIST. SOIL -BACKFILL TREE PLANTING DETAIL NOT TO SCALE METAL 9' ItME♦♦•♦••♦•••••♦•� O O D ;0 r r. �;MV D m Z D 0 0 ;0 M SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) 48 HOUR% BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 lT'S' T ELAW/NKOMA *, PLANTING NOTES 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluatevarious areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevail in soil conditions, what lime/sulphur applications are needed (if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. ANCHOR SYSTEM 1 2X2 PINE OR STEEL U -CHANNEL FENCE 6. All plants shall conform to the varieties indicated in the POST ANCHOR STAKE ONE ON EACH SIDE OF ROOTBALL U OR 2 PER TREE) plant list. =TBALL DIAMETER-- 1/2 X HALL DYAMETER HED WIDTH VARIES (TYRE') TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS SECURED WITH TWINE (3) 2'X4'X18' WOOD PAD SECURED W/ METAL STRAPS - nn NOT PENETRATE NAILS INTO TRUNK 2'X4' WOOD BRACE NAILED TO PAD AND STAKE (3 EA. PALM) 3' TEMPORARY BERM 3' MULCH TO BE PLACED 1' BELOW GRADE 2'X4'X30' WOOD STAKE 12' SOIL MIX 18' YARD SAND EDGE OF TREE PIT COMPACTED BACKFILL PALM TREE PLANTING DETAIL NOT TO SCALE E Herbicides may be mechanlca IId SHRUB PLANTING DETAIL application. y 7. Substitution of plant materials will not be permitted unless FRONTAGE/ AREA authorized in writing by the LANDSCAPE ARCHITECT. If proof is SCRUBBLES - PLANT LIST 18,950 SF variety with corresponding adjustment of contract price. 1865 QTY SYM flagged on site by the CONTRACTOR and shall be adjusted if required SHRUB DESCRIPTION Q _J0) or owners representative. 53 9. All proposed tree planting locations shall be staked or flagged SIZE SPACING NOTES* owner or owners representative. 9 SAND 10. The CONTRACTOR shall estimate the depth of the planting hole LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' X 10', 3 TRKS , 6' CT, MATCHED AS SHOWN FYN, FF, WW, OHE 27 higher. Planting holes dug too deep are required to have soil added to SP SABAL PALMETTO "CABBAGE PALM" 8', 10'-12' 35 FULL HEADS MATCHED AS SHOWN N, FYN, FF, WW 71 pep VO VIBURNUM ODORATISSUM "SWEET VIBURNUM" 30" X 24", FULL, MATCHED 36" OC. FYN, FF, WW 32 [ JP JUNIPERUS CONFERTA "PARSONS JUNIPER" 18" X 18", FULL, MATCHED 36" OC. N, FYN, FF, WW 173 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 24" X 18", FULL, MATCHED 36" OC. N, FYN, FF, WW SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) 48 HOUR% BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 lT'S' T ELAW/NKOMA *, PLANTING NOTES 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluatevarious areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevail in soil conditions, what lime/sulphur applications are needed (if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. ANCHOR SYSTEM 1 2X2 PINE OR STEEL U -CHANNEL FENCE 6. All plants shall conform to the varieties indicated in the POST ANCHOR STAKE ONE ON EACH SIDE OF ROOTBALL U OR 2 PER TREE) plant list. =TBALL DIAMETER-- 1/2 X HALL DYAMETER HED WIDTH VARIES (TYRE') TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS SECURED WITH TWINE (3) 2'X4'X18' WOOD PAD SECURED W/ METAL STRAPS - nn NOT PENETRATE NAILS INTO TRUNK 2'X4' WOOD BRACE NAILED TO PAD AND STAKE (3 EA. PALM) 3' TEMPORARY BERM 3' MULCH TO BE PLACED 1' BELOW GRADE 2'X4'X30' WOOD STAKE 12' SOIL MIX 18' YARD SAND EDGE OF TREE PIT COMPACTED BACKFILL PALM TREE PLANTING DETAIL NOT TO SCALE E Herbicides may be mechanlca IId SHRUB PLANTING DETAIL application. y 7. Substitution of plant materials will not be permitted unless FRONTAGE/ AREA authorized in writing by the LANDSCAPE ARCHITECT. If proof is GREEN AREA PROV'D SF submitted that any plant specified in not obtainable, a proposal SHRUBS REQ'D will be considered for use of the nearest equivalent size or 18,950 SF variety with corresponding adjustment of contract price. 1865 8. Plant material locations and bed outlines shall be staked or Q flagged on site by the CONTRACTOR and shall be adjusted if required SHRUB to fit actual as -built conditions on site and approved by the owner Q _J0) or owners representative. 53 9. All proposed tree planting locations shall be staked or flagged OPTIONAL TEMP. MULCH DAM AROUND ROOTBAL (NO S❑IL) before installation by the LANDSCAPE ARCHITECT and approved by the 3' MULCH owner or owners representative. S❑IL MIX (1/4 S❑IL CONDITIONER & 3/4 YELLOW SAND 10. The CONTRACTOR shall estimate the depth of the planting hole OR STOCKPILED LIMEROCK FREE TOPSOIL) by measuring the distance between the point where the topmost root EXISTING LIMER❑CK-FREE SOIL OR emerges from the trunk and the bottom of the root ball. The planting 'YELLOW SAND (COMPACTED) hole shall be slightly shallower than this distance. No more than 2 to 3 8 EQUALLY SPACED VERTICAL SPLICES inches of the root ball needs to be above the soil unless the site is IF ROOTBALL IS CONTAINER GROWN poorly drained. Poorly drained soil requires planting depths even or shall be a minumim 30" from buildings or walks. higher. Planting holes dug too deep are required to have soil added to z o the bottom and loosely compacted. If planting holes should fill with C) (Y water as it is dug, position the bottom of the root ball above the 35 water and mound soil to cover the sides of the ball. The hole shall Q N - be at least 1.5 times the diameter of the root ball. Wider holes shall C..) be used for compacted soil and wet sites. W 11. The soil shall be freshly tilled and large clods of soil broken up. The X growing medium shall be settled and firm at the time of herbicide Sod shall be healthy, free of insects and weeds, in naturally flourishing t b into ncorpora e y mlxmg top layer at a depth of 1-3 inches. NOT TO SCALE 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area, has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. LANDSCAPE REQUIREMENTS PROPERTY FRONTAGE/ AREA GREEN AREA REQUIRED SF GREEN AREA PROV'D SF TREES REQ'D / SHADE REQ'D SHRUBS REQ'D INTERIOR VUA 18,950 SF 1895 1865 7 Q 1895 x .25 = 473/9 I` J Q _J0) 0o 53 W 0 0 J commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square W J STREET FRONTAGE N I w� MLLJ Z 21. Rough grades will be established by the owners general SOUTH 135 LF 1350 1414 3 shall be a minumim 30" from buildings or walks. 135 x .75 = 10113 z o C) (Y \- 0 U 35 Q w a. Q N - `-- r C..) N LC) W ADJACENT PROPERTY X Z Sod shall be healthy, free of insects and weeds, in naturally flourishing Z Q NORTH 140 LF 700 646 3 EAST 140 LF 700 700 3 PLAN WEST 155 LF 775 765 3 07• 1 9.18 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. TOTAL The LANDSCAPE CONTRACTOR is responsible for removing tree stakes 5420 5390 19 88 U Q performed to determine whether phosphorus fertilizer with 30% slow Z release nitrogen will be required. All planting bed areas shall be fertilized (n approximately 4-6 weeks after installation. 0 18. Plant material soil shall be "native" soil that was removed from the ., • z z� OC) Q z I` J Q _J0) 0o hand or irrigation system each day for two weeks. After approximately one W 0 0 J commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square W J m Q U on N I w� MLLJ Z 21. Rough grades will be established by the owners general I211:� E J contractor at approximately 3 inches below curbs, sidewalks, U iJ U w Li J shall be a minumim 30" from buildings or walks. = z o C) (Y \- 0 U • Q w a. Q N - `-- r C..) N LC) W om X Z Sod shall be healthy, free of insects and weeds, in naturally flourishing Z Q Qn' 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All uneven edges shall be squarely ®®%@see®00 +' !E0)allo ®m A 9 �O ® STATE JF ®per O ® 9Q FC ORI�P � �J ®®®OCPR ®®® LL_ ®0886®®®® a 07.19.2018 17. Before fertilization a soil and/or foliar nutrient analysis shall be Q performed to determine whether phosphorus fertilizer with 30% slow = release nitrogen will be required. All planting bed areas shall be fertilized (n approximately 4-6 weeks after installation. < F- O 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used � LL as replacement after contaminated soil has been completely removed from planting area. Q 2 O 19. After sodding is completed, the entire side areas shall be watered by U U hand or irrigation system each day for two weeks. After approximately one W month of installation, sodded areas shall then be top dressed with a 15-0-15 (n W m commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square W feet of area in an evenly broad -case pattern. m Q U on 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading I preparation for planting. Apply pre -emergent to all beds prior to planting. MLLJ Z 21. Rough grades will be established by the owners general I211:� E J contractor at approximately 3 inches below curbs, sidewalks, U iJ hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing conditions. Dry, brown and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. LANDSCAPE 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. PLAN Sodded areas shah then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly,broad case pattern. 07• 1 9.18 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. Copyright, Janet 0. Whitmill,R.L.A. Co JANET a WHET. Whitmill, .L. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes All rights reserves. Na part of this work may be used, reproduced, after tree is estallished. distributed, displayed or otherwise 28. All plants shell be guaranteed by the LANDSCAPE CONTRACTOR to any meansawthoutin anform the prior be healthy plants ;and in flourishing condition of active growth for written consent of Janet 0. Whitmill. ninety (90) days from final inspection and acceptance. All trees shall be guarante4d an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with th requirements of the specifications at any stage Z of the project opOration. - 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. w 31. There will bel special care to all existing trees to be p retained on siteavoid construction damage. 32. An automat irrigation system is to be provided and a shop drawing of the layout and design must be libmitted to the governmental agency, for review and approval, pridr to installation. 33. Irrigation sy tem shall be fully automatic, providing 100% w coverage to all p nting areas, with all pop up heads in lawn area. Q 34. Irrigation st ion shall be set where there will be no mixing of shrub and law areas, fixed spray heads with gear driven heads or impacts. Shru risers shall be minimum 2.5' from eop and r - all heads minimu 2' from buildings. 35. A double c ck backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") JOB NO. 27417 on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental DRAWN: DHM agency any subsequent changes must be resubmitted for review and approval. 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. CHECKED: Jow 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. SCALE•1 "=16'- 0" L-1 DRAWING NO. N PROPERTY LINE - - FENCE X X X BRL------------ EASEMENT - - - - - `- CURB & GUTTER = CENTERLINE LOT LINE POND (TOB) TOB CONCRETE ' s SITE DEV LOPMENT SUMMARY: OVERALL SITE AREA = f 0.64 ACRES RE#: 177602 0010 ZONING = CG LANDUSE = CCG -2 REQUIRED SETBACKS: LANDSCAPE FRONT = 10' SIDE = 5' BACK = 0' BUILDING AREA (SF) USE �COMMERCiAL) A = 3,715 CAR WASH REQUIRED PARKING: (1 SPACE PER SERVICE BAY) TOTAL = 8 SPACES PROVIDED PARKING: STANDARD = 13 SPACES HANDICAP = 1 SPACE TOTAL = 14 SPACES w O w a 0 0 UZ a0 UJ z w�m 022 0o z< °d~ m0 �x 0Q Z 00 woW (m o: a� wo =m �z Z_ < �x og u) a. xw �m zw x = F- J H x � �D �m Z 00 4. Y wm 00 aw �z xz 20 �U �z w 0� U� w� x �o COW wm >m W� wcn a Ww F- 0)_ wF_ W WI! 02 Fn >_ o¢ GFN�RAL GEOMETRY NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS, LATEST EDITION. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE ON PLANS. 3. 18" STANDARD CURB AND GUTTER SHALL BE CONSTRUCTED ON-SITE. 4. THE BUILDING CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. IF DIMENSIONS DIFFER FROM THOSE SHOWN HEREIN, CONTACT THE PROJECT ENGINEER PRIOR TO CONSTRUCTION STAKEOUT. 5. ALL PERMANENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC AND MEET THE CURRENT CITY AND FDOT STANDARD SPECIFICATIONS, LATEST EDITION. 6. SEE SHEET C-001 FOR GENERAL NOTES. 7. ALL BUILDING TIES AND DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL. J FOUND Y2" IRON -- - 10.0 PIPE, N 0 CAP 10. o ---- --___ 10.40 -� 6' XOODFAR O 10.52 FEE C? WOOD I 110.75TS 10.4 8.9 10.91 1.8 0 � I I CONCRETE GUARD POSTS UJ 10'97 o I 10.95 10.96 tLI o I R6' 10.87 1 9 i0.7 110 10:18 10.8 9.6 0 i 20.97 11. 3 10.9 10.31 10.2 1 R6' ° 10.29 I 10.3 10.9 10.0 I 10: 7 zz I 0 0 I 10.47 0 N � I I 5' - 9,8 10.27 I 00 N O �o � I M r -,*- rr_� o R .3' CONCRETE PAD a 1� 9.6 I 9.7 a a O M R6 i 9.6 CONCRETE M D w o =1 0 M n ---I ;ULL nc BIOSWALE ,_ r 1 CABLE RISER ,' T FOUND Y2" IRON PIPE, DURDEN 8.8 8.88 CONNECT TO EXISTING SANITARY STUB -OUT. CONTRACTOR TO VERIFY LOCATION. 6 LF 4" PVC SDR -26 SANITARY TWO-WAY 4" CLEAN -OUT - 4 LF 2" PVC SDR -26 SANITARY - (1) OIL INTERCEPTOR GRIT TRAP SYSTEM 25'---' FOUND 3/8" REBAR, 0.4' NO CAP �---- 10.72 1a�s �i � 7�T 10.52 0 5 10 20 RE ,)BACKFLOW VENTER ENCLOSED 10' X 20' DUMPSTER A c -r n I l A! 7 - 'CONCRETE BOLLARD 10.64 PAVERS 1.29 co04 • •moi C: U_ a) N C Y O N 00 00 WJ •V-4 ONM -° Lo 0 LO Z C N O Q v U N 4- �O C N CU Ln C O CO a�LO Z M O N Q `e`er L. BA/tF o a' 'T oat o , t . BOBBY L. BAKER, P.E. FL LICENSE NO. 70823 REVISIONS No. Date Revision 01 07/05/18 COAB 1 I R6' � I I 11.2 � I1 11.36 I 87 I � 63 ° 0.4'11.40 O �• 11. �I7 ).84 I I 111.0 -< iD 12:96' I o O t 1 co o f 0 4 10' 1 0 C-0 M N F7 oN z r Ion Fr� > z (7) R2' R2' 11 06" RAISED CONCRETE PAD O D � O 10.22 PIPE BOLLARD (TYP.) < O 1 m Q FLAG POLEO -2 N J wc N CD a a) 5' 3 I U 0O LL N m W a 4 1 5 ° C E TE W aa)i 0 1 10.88 9,76 0)m � -- ---- � Q U a 10.8 I 9.93 I m LO C CY) CU GO Q 1 m BIOSWALE a CL I Q U 6' 1 6 12.4' 9.88 0 10.9 9' 1 �' I BENCHMARK: FOUND Y2„ IRON PIPE ELEVATION=9.85' ° 1 C. 24 9.99 Project Number 9.79 9. 5 10.E a.99 18-0065 a. R�265.00' ERS 9.85 s89�18'38"w 9.67 C G Sheet Name ,�, 9.75 r 29.47' 9.61-_��- 9.79 FOUND Y2" IRON Site PIPE, CAP ILLEGIBLE 9.55 --- - 9.71 Geometry 9.4 9.6 9.14 9.64 Plan 9.18 8.47 8.76 N89°18'38"E 175.03' (FIELD) 8.84 8.57 Sheet Number A T L A N T I C B O U L E V A R D (STATE ROAD A -1-A AND STATE ROAD 10) 100' RIGHT-OF-WAY CMI 10 NERAL INTERFACE * REFER TO TABLE FOR PAVEMENT SECTION SHOWN IS FOR GE CONDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY SEE PLAN PAVEMENT SECTION THICKNESS VARY. SEE PLAN FOR SPECIFIC DETAILS. CURB &GUTTER SEE PLAN FOR SIZE *� N CNI � & TYPE • *"� J c 6» ASPHALT (FDOT TYPE S-3) r� L . g„ / **'�� 1. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED. 8 FT - ALL AREAS WHERE SOD HAS BEEN REMOVED SHALL BE a 4 ;' LIMEROCK BASE RESODDED. L 6 oCo Y 2 SLOPE PER PLAN -- 2. ALL ASPHALTIC CONCRETE SHALL MEET THE �- {ate .. i % ° s °" " U REQUIREMENTS OF SECTION 331 AND/OR SECTION 333, MONOLITHIC CURB & SIDEWALK 2„ �` l ° WJ co � FDOT STANDARD SPECIFICATIONS. LATEST EDITION. p c 4` l r "q`' `o' } 00 A 41 0 (0 N SECTION MATERIAL DESCRIPTION LIFT THICKNESS TEST METHOD COMPACTION MOISTURE CONTENT LOCATION & TYPE BUILDING SUBGRADE (5' BEYOND PERIMETER) EXISTING SANDY SOILS OR COMPACTED FILL CONSISTING OF NON -PLASTIC, INORGANIC, GRANULAR SOIL CONTAINING LESS 12" MODIFIED PROCTOR 95% N/A THAN 10% MATERIAL PASSING 1-1/4"x18" 0 18" OC THE No. 200 MESH SIEVE EXISTING SANDY SOILS OR COMPACTED FILL CONSISTING OF NON -PLASTIC, INORGANIC, GRANULAR SOIL CONTAINING LESS THAN 10% MATERIAL PASSING 12" MODIFIED PROCTOR 98% N/A PAVEMENT SUBGRADE TO A DEPTH OF 30" BELOW BASE (5' BEYOND PERIMETER) THE No. 200 MESH SIEVE FDOT LIMEROCK, LBR = 100 6» MODIFIED PROCTOR 100% N/A LIMEROCK BASE EXISTING SANDY SOILS OR COMPACTED FILL CONSISTING OF NON -PLASTIC, INORGANIC, 6" MODIFIED PROCTOR 98% N/A PAVEMENT SUBBASE GRANULAR SOIL, LBR = 40 EXISTING ON-SITE SOILS 12" MODIFIED PROCTOR 90% N/A LANDSCAPE AREAS EXISTING GROUND SURFACES TO RECEIVE FILL IN BUILDING AND EXISTING SANDY SOILS N/A PROOF ROLL AS DESCRIBED BELOW N/A N/A PAVEMENT AREAS NERAL INTERFACE * REFER TO TABLE FOR PAVEMENT SECTION SHOWN IS FOR GE CONDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY SEE PLAN PAVEMENT SECTION THICKNESS VARY. SEE PLAN FOR SPECIFIC DETAILS. CURB &GUTTER SEE PLAN FOR SIZE *� N CNI � & TYPE • *"� J c 6» ASPHALT (FDOT TYPE S-3) r� L . g„ / **'�� 1. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED. 8 FT - ALL AREAS WHERE SOD HAS BEEN REMOVED SHALL BE a 4 ;' LIMEROCK BASE RESODDED. L 6 oCo Y 2 SLOPE PER PLAN -- 2. ALL ASPHALTIC CONCRETE SHALL MEET THE �- {ate .. i % ° s °" " U REQUIREMENTS OF SECTION 331 AND/OR SECTION 333, MONOLITHIC CURB & SIDEWALK 2„ �` l ° WJ co � FDOT STANDARD SPECIFICATIONS. LATEST EDITION. p c 4` l r "q`' `o' } 00 A 41 0 (0 N SECTION ASPHALT LIMEROCK BASE STANDARD DUTY 1.5" 6" HEAVY DUTY 2" 8" (INCL. DRIVEWAY >7 TO 9 APRON) >9 TO 12 04 �- s" -I X"R. s" CONC. PAVT. 00 �-SAME SLOPE AS oLO �'4 R•- ADJACENT PAVEMENT CO N 17�"R -Y4"R. 9" s" 7" 7" Z O 4"R 5" 5" O7 CA 18" 2 „ ,. M 00 11 " 2' 13" i"R : ion _� T8" 10" " R. 1 " R. " TKX1» R. 1" R. " N �- 1Y M in R• DROP X2 R. /IT1 a e a u 1/2 a " P. INT & 1 co r; l"R "R 6 a �° 6%" PREFORMED JOfNT� ILLER 1 1 ,': 1 °� 1 / PROOF ROLLING TO BE ACCOMPLISHED UNDER THE DIRECTION OF THE ENGINEER. (FOR CONCRETE PAVEMENT ONLY) � 8" 18» 18" �,a"' •�.1 4E'®, a8e y �' r,. HEADER DROP & MONOLITHIC CURB 2' VALLEY CURB TYPE "A" CURB DROP CURB I MIAMI CURB MEDIAN CURB CITY STANDARD �''s `� • •I�i�•• .. GRADE SUBBASE AND BASE MATERIALS 1 SIDE -WALK, ASPHALT AND CURB SECTION 2 �A• SUB �� rr SPECIFICATIONS FOR , HEADER CURB SIGN N0. FTP -25 / CONCRETE SIDEWALK EDGE OF PAVEMENT/FACE OF CURB EDGE OF PAVEMENT/FACE OF CURB - „ APPROVED SEALER APPROVED SEALER 1 /8„ 1 1/2" 1 8" 12:1 SLOPE (MAX.) 1/899 1 /4 0o D/4 1 /8' - 1 /4» F I I " " BOBBY L. BAKER P.E. 6, i� a /4 R` 1 /4 R' FL LICENSE N0.70823 o a o D b D D/4 REVISIONS 2.0% (MAX.) :z�.� � � 4 CONTROL JOINT EXPANSION JOINT CROSS SLOPE WHEEL STOP (TYP. ) Xi DOWEL LENGTH /2 CONTRACTION JOINT No. Date Revision 0 CONSTRUCTION JOINT i a Q � 01 07/05/18 COAB 1 1 1/2- 0 GALVANIZED 0 Z o< a STEEL POST W/CAP N � v O= z J JOINT SEALER NOTE: 5. ADA sem• 0 z WHITE Q a W ¢ Q 1. PROVIDE TRANSVERSE EXPANSION JOINTS B APPROX. PARKING PARKING 1 o U) V) d � w N po 1/4- - 1/211- APPROVED SEALER BACKER ROD z 30' SPACING MAX. SPACING OF 50FT. / / r v �+ ¢ o w PORTLAND CEMENT 0 2. "D" = MAINTAIN MINIMAL 4" THICK CONCRETE UNLESS a a `" �'J N a o = CONCRETE PAVEMENT OTHERWISE SPECIFIED. WHITE co Z Z U 0 0_ a EXISTING M 0� m cn 0 D Q./4 1 STRUCTURE, m 60' " V' � z w c� _ OR CASTING„ „ 6 r- " s w w w Z w c� z: U-1 -T d° TRANSVERSE 2 2 _ i ° LL w LL d � Z D O U) Yet LL p Fw� k / MIN. 3,000 P.S.I. - i IFIT' Ot � V w a m Imo- PREMOLDED JOINT i EXPANSION JOINTS 6" w CONCRETE 11 �: � i d N U1 cn N a 0 0 MATERIAL EXPANSION JOINT „ » / �� „-.- "-7+ Ow 'ii w w �I 0 z = a P.T. 6 �--y I-•-/ 6 -�-y r-/ / _ . _ _ - - o F - NON EXTRUDING PREMOULDED 6;-0;; MAX.) „ m v n' z N JOINT FILLER(A.S.T.M. D-175) 4 -0 MIN.) ADA PARKING NOTES: 6 � � 1. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. MIN. c° d _J d NOTES:_ TYPE F JOINT (0 coa 1. MINIMUM 28 -DAY COMPRESSIVE STRENGTH = 4,000 PSI TRANSVERSE 2. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED PER STANDARDS ESTABLISHED BY THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). Q 2. MAXIMUM SLUMP = 4 INCHES EXPANSION JOINTS 3. ENTRAINED AIR CONTENT = 4 TO 7% 3. PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2A) IN ALL 4. THICKNESS, d AS SHOWN ON SITE PLAN DIRECTIONS. _ 5. MAXIMUM JOINT SPACING = LAYOUT AS SHOWN ON SITE PLAN 6. JOINT TYPE 4. ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A SIGN 12 MIN. 8 MIN L INDICATED ON SITE PLAN � � . COMPACT SPACE � 7. JOINTS SHALL BE CUT AS SOON AS CONCRETE HAS HARDENED z SHOWING THE ACCESSIBLE SYMBOL. z (CENTERLINE TO CENTERLINE OF BLUE STRIPES) 9' MIN. STANDARD SPACE TO THE DEGREE THAT EXCESSIVE RAVELING WILL NOT OCCUR UJI U) 5. ADA SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE AND MOUNTED, EITHER ON A AND BEFORE UNCONTROLLED SHRINKAGE CRACKING BEGINS O POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. $. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL 0 9. MATERIALS, QUALITY ASSURANCE, PLACEMENT AND CURING w 6. SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH ADAAG 4.29.2. NOTE: SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY W 7. HANDICAPPED PARKING SIGN (FTP -25) SHALL CONFORM TO F.D.O.T. DESIGN SPECIFICATIONS. REFER TO PLAN SHEETS FOR ACTUAL PARKING SPACE LAYOUT. OF JACKSONVILLE FLORIDA SECTION 130 PORTLAND CEMENT SHEET(S) CONCRETE AND ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS DOWEL SIZE AND SPACING REQUIREMENTS "D" CONSTRUCTION JOINTS TYPE D SLAB DEPTH (IN,) DOWEL DIMENSIONS AND SPACING ROUND (SEE NOTE 9) 5 TO 7 3/4"x14" 0 18" OC >7 TO 9 1"x16" 0 18" OC >9 TO 12 1-1/4"x18" 0 18" OC EXIST. NEW SIDEWALK SI( EWAL P.C. CONTROL JOINT p LAN > O a 8. ALL SIGNS SHALL BE BOLTED TO POST. C HANDICAP PARKING SPACE 3 PARKING SPACE 4 CONCRETE PAVEMENT SECTION 5 TYPICAL SIDEWALK DETAILS 6 ? M J u N „ SIDEWALK 5' TYP. CITY STREETS Y.CV a 1/4" MAX. LIP 8 4' RESIDENTIAL STREETS UTIL. STRIP 6' MIN. RAMP 3' M MIN. °c� Q J o_ ALLOWED 5' W TYP. CITY STREETS SIDEWALK m LL z (SEE PLAN) 4' RESIDENTIAL STREETS STANDARD Ri oILA . m 4 MIN. -p 8„ LV c a) F iJ ca CO CUT &REMOVE RAMP CURB < w RAMP CURB CURB (MIAMI CURB 8" W a & GUTTER SHOWN) 0 0 C -' 11 M M (Cf w 5» zcn ' '�---------------- Z i� '� W °0 +' F � X � • z ALLOWED TRUNCATED DOMES RAMP CURB Q E m J CITY STD. OR MIAMI ` • a -�� `'� a A 2' z CURB & GUTTER 4' MIN. a c=n°�0�00000 000000°° m 12 1 MAX. ° z p A . 2, °°°°°°°°©°° °°°°°°° 2 DROP CURB (COUNTY STANDARD z O - g , o_ °o°000°000 000000 00 CURB & GUTTER SHOWN) / O°©00 000°00000° �, '��/ O Cn W A, 0 0 oo °o°o°o°o°o CUT &REMOVE STD. ° ° ° <} ° ° ° ° ° ° ° SECTION B -B w °U TRUNCATED DOMES = CURB & GUTTER SHOWN N.T.S. rz IF CURB & GUTTER IS EXISTING ?, DETECTABLE o00000o OP OF CURB FAC SECTION A -A CUT & REMOVE EXISTING CURB ON RAMPS THAT ARE PERPENDICULAR WARNING 0000000 o & GUTTER TO CONSTRUCT TRANSITION » WITH THE CURB LINE, THE DOME PATTERN A 0 0 0 o D SHALL BE IN-LINE WITH THE DIRECTION OF A z A EDGE OF DETECTABLE 2.35" TRAVEL. ON RAMPS INTERSECTING CURBS GUTTER LU CUT AND REMOVE STANDARD CURB AND GUTTER WARNING ON A RADIUS, THE DOME PATTERN SHALL m EXISTING CURB AND\ -OR MIAMI CURB AND GUTTER BE IN-LINE WITH THE DIRECTION OF TRAVEL Y 6" GUTTER TO CONNECT PLAN VIEW (SEE PLAN) PLAN VIEW TO THE EXTENT PRACTICAL. PLAN VIEW Project Number m TRANSITION N.T.S. N.T.S.o.s" INTEGRAL N.T.S. DOME � 1 18-0065 z ho VARIES TRUNCATED DOME ROP CURB (ON EXIST. FACILITIES REMOVE & RECONSTRUCT CURB CURB & GUTTER) Sheet Name Cn --RAMP (SEE DETAIL) CURB/ CURB 6' CURB TRANSITION 4' MIN. 6' CURB TRANSITION 0 RAMP W/ INTEGRAL CAST CURB --O 0 O S ON �Q. NOTES: �' 6" ,y 1. HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL "' 1 1 MAX DROP CURB 12:1 MAX STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. C'2" N -� 0 0 0 NOTE: Site LU VARIES 2. THE CONTRACTOR SHALL INSTALL DETECTABLE WARNING SURFACES IN TRUNCATED DOME ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE ACCORDANCE WITH A.D.A. REQUIREMENTS. REFER TO FLORIDA BUILDING CODE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF Details ACC O O O O TOP OF CURB FACE BACK OF SIDEWALK ` a --RAMP FOR FURTHER INFORMATION. THE RAMP AND IN THE DIRECTION OF TRAVEL 24 a.W r Y CAST CURB 3. DETECTABLE WARNINGS IN CURB RAMPS/CROSSWALKS SHALL COMPLY WITH THE TOP WIDTH OF THE DOME SHALL �PI,AN VIEW INCHES (610 mm) FROM THE BACK OF CURB. It;RAMP W/ SEPARATELY ALL ADA REQUIREMENTS INCLUDING 4.7.7 / 4.29 AND FDOT INDEX NO. 304. o BE A MINIMUM OF 50% AND A MAXIMUM RAMP CURB OP'IONS SECTION A -A GUTTER Sheet Number OF 65% OF THE BASE DIAMETER. N.T.S. LU C=510 CURB CUT HANDICAP RAMPS z / Q A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. GANG WATER SERVICES GANG WATER SERVICES SINGLE WATER SERVICE Y- P/L PIL 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) r 2 7 1/2' JEA UTILITY 4" D.I.P. OR MAIN (MIN) WHERE 2' 2'METER W/ MULTIPLE TAPS ARE `I EASEMENT CURB STOP CONSTRUCTED R/W 15' MAX20' MAX z 1" POLY HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS 1" POLY TUBINGW/"Y" 1" MIP PACK > W WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE N INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. DE A HORIZONTAL DISTANCE F AT LT 2. NEW O (3) FEET BETWEEN TRELOCATEDHE OUTSIDE OOF TDWATER HE WATERAINS SHALL BE LAID TO MAIN AND THE OUTSIDE OFF AINY EXISTING OR PROPOSED STORM SEWER, EE STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3 NEW OR FEET, AND PREFERABLY YN EN (10) FEET,DERGROUND MAINSER PROVIDE HORIZONTAL DISTANCE TW ENH THE OUTSIDE OF E WATER MAIN ANDTHE OUTS D 6) OF ANY EXISTING OR P PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR D SO THE OUTSIDE OF THE WATER MAIN STORMWATER A LEAST TWELVE (12) INCHES ABOVE OR BELOW IN, OR PIPELINE CONVEYING T ELAIMED WATER SHALL BE I OUTSIDE OF HE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. 7 NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANYT PROPOSED UTILITY FITTING JOINT COUPLING POTABLE WATER WASTEWATER GRAVITY AND FORCE MAIN RECLAIMED WATER VACUUM SEWERS CONFLICTING UTILITY HORIZ. VERT. JOINT SPACING' HORIZ. VERT. JOINT SPACING` HORIZ. VERT. JOINT S ACING' HORIZ. VERT. JOINT SPACING` POTABLE WATER 3'3-6' 12 REQUIRED FOR NEW 6' to 10' NOTE 5 NOTE 2 3' 12" NOTE 2 S to 10' 12" 3' NOTE 2 DEVELOPMENT AREAS NOTE 1 NOTE 2 LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH (SEE NOTE #4) RECLAIMED WATER 3' 12" NOTE 2 NOTE 1 12" NOTE 2 3' 12 6' NOTE 2 3' NOTE 1 12„ 3' NOTE 2 WASTEWATER 6' to 10' 12" 6' 3' NOTE 1 12 6 NOTE 1 12 NOTE 2 3' NOTE 1 12 3' NOTE 2 (GRAVITY AND FORCE MAIN) CO -POLYMER METER BOX NOTE 2 .... � 4„ PVC v &COVER (NOTE #1) VACUUM SEWERS T to 10' 12" 3, NOTE 2 NOTE 1 12" 6 NOTE 1 12 3' NOTE 2 3' NOTE 1 12' 3 NOTE 2 RIGHT OF WAYS 3' NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A PERMANENT STRUCTURES SADDLE W/CORP - 2" SADDLE W/CORP STOP ............ N/A N/A NOTE 1 N/A N/A NOTE1 N/A N/A NOTE1 N/A N/A (SIGNS, POLES, ETC.) NOTE1 2' MAX (SEE NOTE #4) TEE WITH VALVE �\ STORM 3'3' 12" NOTE2 3' NOTE1 12" 3' NOTE 2 3' NOTE 1 12 3 NOTE 2 3 NOTE 1 12 3 NOTE 2 SEWERS NOTE1 WATER MAIN SHORT -SIDE WATER SERVICE N CORPORATION STOP REQUIRED ON POLY TUBING (1" MIN.) GAS NOTE1 12" NOTE 2 NOTE1 12 3 NOTE 2 3 NOTE 1 12 3, NOTE 2 3, NOTE 1 12 3, NOTE 2 3'-6' N/A N/A 3'4 NOTE 6 N/A N/A -6 N3OTE 6 N/A NIA 3 -6 NOTE 6 N/A N/A TREES NOTE 6 BOX, NOTE 7 1/2' J A UTILITY EASEMENT ALL OTHER 3 NOTE1 12" 3 NOTE 2 3' NOTE1 12 3' NOTE 2 3' NOTE1 12 3' NOTE 2 3' NOTE 1 12" 3' NOTE 2 UTILITIES BOX O DRAINAGERNV: RIGHT O WAY LINE SET CURB STOP AS PREVENTER (IF APPLICABLE) FOR FITTING JOINT COUPLING MULTI -SERVICE "Y' WATER SERVICE MARKER (2" FIP INLET AND 3 REQUIRED FOR NEW 2" POLY TUBING OR 4 1" FIP OUTLET) DEVELOPMENT AREAS LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH (SEE NOTE #4) POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A SET AT FINAL GRADE (NOTE #7) ............7 ..... .... ......... I ....... ...... MIN. (NO GLUED TEES) ........................ ...... CO -POLYMER METER BOX .... � 4„ PVC v &COVER (NOTE #1) METER COUPLING (NOTE #4) 12" ROADWAY . CURB STOP (MAX) SADDLE W/CORP - 2" SADDLE W/CORP STOP ............ LOCATE WIRE PIG . .................................. ........ TAPPING SLEEVE OR TAIL END (24" LONG) lk H 2' MAX (SEE NOTE #4) TEE WITH VALVE �\ \.\.� WATER MAIN SHORT -SIDE WATER SERVICE N CORPORATION STOP REQUIRED ON POLY TUBING (1" MIN.) ALL SERVICES REGARDLESS OF SIZE. c METER BOX LOCATION 2' WATER MET BOX (TYP) (CONNECTED DIRECTLY INTO SADDLE) M ER N LE (NEAR UG ELECTRICAL 2, (N #4 BOX, NOTE 7 1/2' J A UTILITY EASEMENT RNV ® 10'x10' JEA UTILITY EASEMENT W/UG ELECTRIC CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW BOX O DRAINAGERNV: RIGHT O WAY LINE SET CURB STOP AS PREVENTER (IF APPLICABLE) P/L EASEMENT (NOTE #3) P/L P/L: PROPER INE SERVICE SADDLE CLOSE TO WALL #"AS SET METER ON UNDISTURBED Z 'd 6r ri "i -J POSSIBLE (2 MAX) (SEE NOTE #2) OR COMPACTED SOIL DOUBLE 1 �� WATER SERVICE POLYETHYLENE WATER \ SERVICE LINE (SEE NOTE #6) (100LF MAX., NOTE #3) NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCEPTABLE RANGE FOR TAPS 0° 45° z NV ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE RLINE BUT INSIDE THE 7 1/2' ELECTRIC Z O EASEMENT. I 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN HE JEA 7 I DISTRIBUTION MAIN W ¢ 1/2' UTILITY EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IFA CONFLICT EXISTS WITH OTHER w Z N UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BYw NOTES: Z JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOX 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. z 0 IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS 0 Fr LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE 2. SINGLE BAND SADDLES SHALL BE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WET TAPS OR WATER MAINS 12" SIZE AND LARGER A DOUBLE BAND w 0 O 0 IL EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER, AT L THREE ( SADDLE IS REQUIRED. BRASS SADDDLESDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT NOTES: PRIOR TO CONSTRUCTION. WATER MAIN (NEW WATER MAIN UCTI N . LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER OR WASTEWATER FORCE MAIN. 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AIVD MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS , METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENT ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. AREA. ND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED AN UNDERGROUND T OF DEPTH. 8. WHERE AER FOR EACH ADDITIONAL FOO 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL ANOTHER PIPELINE AND WHERE T N UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE HE BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 2" POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRE IS BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO APPROVED OTHERWISE BY JEA. THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS PRIOR TO CONSTRUCTION. 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. GROUND). ALL EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN HE 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES FUTURE. SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND E INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER N REQUIREMENTS U I R E M E NTS 4. NO WATER PIPE SHALL PASS THROUGH OR COM 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE' WIRE MAY BE UTILIZED NOTES O N UTILITY S E PA RAT I O SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER BOX TO CORP THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). PLATE W-11 5• WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WH STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORTSIDE } JANUARY 2018 SEPARATION SHALL BE R INCHES. OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS LIJm WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN PVC CROSSING THE 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. L m 0 (D Z STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND V CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY E P.E. ENGINEER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF Fn ?� lyj U LLj DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. U ¢ I w 6. REFER TO POTABLE WATER PIPING- SECTION 350, 111.4.11. H F - w cc ¢ x a 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON HE DRAWINGS.O U 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRIS 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES HE SAME CUSTOMER) UTILIZING A 1" PLACED ON TOP OF BOX). Z BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. V SEPARATION REQUIREMENTS FOR306 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. WATER, WASTEWATER AND RECLAIMED WATER MAINS 9. POTABLE WATERSERVTE,AND/ER AND/OR OR AND NOT RVICES I CONSTRUCTED ORSIMASPHALT AR TO HNLESSAE ABOVE PROVEDAND T ERWISEBD,ATAMIN.OF10' FROM THE WATER SERVICE DETAIL- 2" AND SMALLER METER `' POTABLE WATER SERVICE, ND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. r 10. SERVICE SIZE SHALL BE SAME AS THE METER SIZE. C JANUARY 2018 PLATE W-10 JANUARY 2018 PI-P`TE W"2 E WATER OR RECLAIM SERVICE INSTALLATIONS E 0 2" AND SMALLER METER v January 2018 PLATE W-1 C .p MJ TEE, [HYDRANT/ANCHOR TEE SHALL N BE APPROVED BY O&M MANAGER] HYDRANT SUMP (PROVIDE GRAVEL IA PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) m V3/4" RODS (24" LONG MIN) MIN. N 6" PIPE OO ap 3/4' RODS ALONG FIRST 15 LF FROM HYDRANT (NOTE #2) 6" M.J. GATE VALVE (RESTRAINTS REQ.)- • • / , 2'-8" ` •,-M1I APPLY GROUT TO FILL ANNULAR SPACE PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD POSITIONED NEAREST TEE FITTING 24" ROUND PRECAST CONCRETE MECHANICAL RESTRAINT REQUIRED (NP) COMPACTED EARTH (TYP) PAD 4" THICK (SEE SPEC) SET ON COMPACTED EARTH, (SEE NOTE# 6) 90° BEND (TO BE SMOOTH HOSE BIBB (� WATER MAIN PLAN REMOVED) (TO BE REMOVED) VALVE BOX ADJUSTMENT (SEE NOTE# 5) PROVIDE RAISED PAVEMENT MARKER MAXIMUM TRENCH WIDTH FINISHED GRADE WATER SHALL FLOW GENERAL BACKFILL (SEE NOTE #1) MATERIAL COMPACTED VALVE BOX & COVER (TYP) �STRAIGHTDOWN To 100% MAX.ASTM D698 PROVIDE BLUE PAINT TO / �I i\ \ .'";.� '• / ' � (SEE NOTE #6) PUMPER NOZZLE (SEE NOTE #5 THE INSIDE OF THE TOP SECTION \\ff\off off\\ff w ` z_ (NOT ANGLE) J j 3 -WAY FIRE HYDRANT I� tat TO FACE OF PAVEMENT OF THE BOX (NOTE #5) °? o =5 ��\ ff� ff\ \f/\/f}/ffes/ v } ELECTRONIC LOCATE BALL MARKER o Q (SEE NOTES #3 & #4) \\ f f 6" PVC RISER PIPE N j LOCATED WITHIN 12" FROM FINISHED GRADE (LENGTH AS REQUIRED) m RISER PIPE (NOTE #10) W WATER VALVE BOX v \\ iv f` PROVIDE "V" CUT IN TOP OF 6" (COVER PAINTED YELLOW) BREAKABLE FLANGE z \ \\j -BACKFILL COMPACTED TO 98% RISER PIPE FOR LOCATE WIRE GATE VALVE W/ 2" OPERATING /\/\\/\\/\\ j\\/\\ j\\/\\� \\�\\�\\�\\�\\�\\�\ f\\� LOCATED (1 'MIN.) ABOVE FINISHED \f/� MAX. DENSITY, ASTM D698 (SEE ACCESS INTO VALVE BOX NUT (NOTE#4)f/.\f/.\//.\//.\//\ co GRADE PLASTIC DEBRIS SHIELD REQUIRED PIPE W/ LOCATING WIRE FINISHED GRADE � / /,• NOTES #3 & #4) Z Q \� ON ALL VALVES 12" ND SMALLER PIPE DIAMETER / /j/, (SEE NOTE # 9) PIPE (Y2" SIZE MIN.) (TO BE LQ Q /f \ REMOVED) ROUTE TO ^ C w �\ f / /\/ ROADWAY SHOULDER IF N) G \�\\i \\/>\ ' REQUIRED (SEE NOTES) LOCATE WIRE REQUIRED LEAVE DRAIN r z / /f\/ - PIPE TO BE INSTALLED ON RESTRAINED MECHNICAL \\ \\ \ \\ \\\/�\ (SEE NOTE #1) HOLES OPEN w w \,/' UNDISTURBED SOIL OR SUITABLE JOINT (NP) 12" (MIN) LAYER OF #57 BARE WIRE DEAD-END LU/�/ SOIL COMPACTED TO 100% MAX. _� STONE (REQUIRED FOR w (NOTE #1) \ \\` UNDISTURBED EARTH VALVES 20" AND LARGER, BUSHING IF REQ. (TO BE REMOVED) m w /f,\� DENSITY, ASTM D698 (NOTE #2) 1"THREADED PLUG (TO BE INSTALLED AFTER (NOTE #7) BACTERIOLOGICAL CLEARANCE IS RECEIVED) o \//\\ �\ "%;, /\ 90° DEGREE BEND (TO BE REMOVED) 0 4 > N NOTES: 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE DI CORPORATION STOP CONNECTED D PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. IRECTLY INTO SADDLE REMAIN) PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP TYPICAL TRENCH 1" WATER SERVICE SADDLE OR EQUAL) TO TOP AND ALL 4 SIDES. 2'-8" 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). (TO REMAIN) (NOTE THAT OUTLET, 3. A"V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/(ASPHALT IF NO CURB) TO ALL BELOW GRADE VALVES. THE "V" CUT IS AT 3:00 OR 9:00 POSITION) SECTION O n I NOTES: TO BE PAINTED BLUE WATER/PURPLE RECLAIMED. Ll� I 1 V 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE 12" NOTES: CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA 4. IN PAVED AREAS, INSTALL VALVE SI E DEPTH TO ALLOW ARA MIN. DISTANCE BETWEEN THE VALVE COVER - MINI AND THE TOP OF WATER MAIN (SIZE &TYPE VARIES) STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH NUT/STEM ALLOW A I MINIMUM DISTANCE ' 1. LOCATE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF HE WIRE SHALL BE PAYLINE WIDTHS. BETWEEN THE VALVE COVER AND THE TOP IN THE VALVE OPERATING NUT. 30 I TINGCHESELOWFIEXTENSION SHALL BE PROVIDED NOTES: SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUE 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT SHOULDERS (NON -TRAFFIC AREAS). AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN ABOVE THE TOP OF THE PIPE. LOCATE WIRES 4"THRU LOA PI CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING WIRES WITH A 24" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. 2. HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING &FITTINGS (AS NOTED), AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. AGENCIES. H 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. E PUMPER NOZZLE). THE 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND SIZE, DIRECTION AND TURNS TO OPEN &VALVE TYPE. MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS IS SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. BRASS AYa" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. APPROVED BY JEA, FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH INSTALLED ON FIRE HYDRANT BRANCH LINES. PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF HE HYDRANT SHALL 8E COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100°� OF IT'S MAXIMUM DENSITY AS DETERMINED BY THE 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A ALL I RESTRAINED UTILIZING ONLY TWO 3J4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES LABORATORY MODIFIED PROCTOR TEST, ASTM D698. 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 -#4 REBAR AROUND SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. W REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL PERIMETER, MAY BE USED. OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS ND EXCEPTIONS INCLUDING REMOVAL 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL H AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" ND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. N 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. HE HYDRANT SOILS. UP TO Y THE OVERALL HEIGHT OF THE VALVE. Z r SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. � I� E S S U R E PIPE 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING Z Q 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND OPEN CUT TRENCH FOR P NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION, SHIELD SHALL BE BY TEMPORARY SAMPLE TAP a REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS AFC, BOXLOK OR APPROVED EQUAL. Z CIO SHALL BE PAINTED RED. JANUARY 2018 IN STATE ROAD RIGHT -OF-WAY PLATE W -42A 10. ALL VALVES SHALL 8E INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER JAN Y 2018 PLATE W-25 Z 5. FIRE HYDRAt4TS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. HIS IS ESPECIALLY (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). LU IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, HE WATER VALVE INSTALLATION DETAIL INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. HE USE OF HYWANT EXTENSIONS SHOULD BE MINIMIZED. JANUARY 2018 PLATE W-18 6. BLUE REFLEX%TIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS PERPENDICILAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN THE CENTEP. OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. P O z LU In FIRE HYDRANT INSTALLATION Z Z Z = U Q USING MECHANICAL JOINT TEE Z o JANUARY 2018 PLATE W-13