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201 MAYPORT RD BEACHES HABITAT FOR HUMANITY3 0 N ¢ 9 0 0 0 i 0 0 z a W U ¢ W m V)< o O F (5 N 0 "5 00 N p N 000 C % 5 LOCATION NTS iiiicimo,Tll PREPARED BY: GE:: NESIS 9822 TAPESTRY PARK CIR, SUITE 201, JACKSONVILLE, FL 32246 (904) 730-9360 Fax: (904) 730-7165 TRUTICONSCON PLANS FOR 201 MAYPORT ROAD ,ATLANTIC BEACH, FL PREPARED FOR: BEACHES HABITAT FOR HUMANITY 979 MAYPORT ROAD ATLANTIC BEACH, FL. 32233 f MZ 30Vd '9099 A60 316 30Vd 11964 AW 0 b V A 3 1 n o e o i i N V l l d PROJECT MAP W 1 E 100 0 100 ( IN FEET ) 1 Inch = 100 Feet INDEX OF DRAWINGS C-01 COVER SHEET C-02 SURVEY C-03 DEMOLITION PLAN C-04 DEMOLITION & EROSION CONTROL NOTES C-05 SITE PLAN C-06 UTILITY PLAN C-07 GRADING & DRAINAGE PLAN C-08 DRIVEWAY CONNECTION DETAILS C-09 DRIVE A PLAN & PROFILE C-10 DRIVE A PLAN & PROFILE C-11 ALLEY A PLAN & PROFILE C-12 ALLEY B PLAN & PROFILE C-13 ALLEY B & ALLEY C PLAN & PROFILE C-14 SIGNING & STRIPING PLAN C-15 GENERAL NOTES & DETAILS C-16 GENERAL NOTES & DETAILS C-17 PAVING, GRADING, & DRAINAGE DETAILS C-18 WATER DISTRIBUTION NOTES & DETAILS C-19 WATER DISTRIBUTION NOTES & DETAILS C-20 WATER DISTRIBUTION NOTES & DETAILS C-21 WASTEWATER NOTES & DETAILS C-22 WASTEWATER NOTES & DETAILS N It N :. 0 . — JAN �° U Z clia LU 0:' N oN M to a .... I, IL v=i a N N LL IALL �3 Z uj Co Lu m o o foo LL v e 1.L XI a I n 0 F— L mo Cqo m o� _ m to a y®U OD -j i L Cn f3 a W N W O WW ¢ �mW N W M . Cu F � U Ld M to 'o v=i a LL Z uj Co -Q 1.L W W W O V a 0 w F - w O a 0 N SHEET NUMBER CM01, W Z F � U Ld w 'o v=i a SHEET NUMBER CM01, 3 0 I 0 I m 0 0 z U w w m po N Q W o1 N F 0 26.6' M M 28.7' 0 DETERIORATED C4 CONCRETE FOUNDATION C4 28.7' � 4 26.6' FNO F (NO1 CAP) C 0 R N �. 5ou��c 0 ~ SEE DETAIL A q�q FND 1/r I.P. (NO CAP) log BENCHMARK: 1 NORTH RIM OF MANHOLE, ELEVATION (9.84)./ f C,�agr TA _ ELEVATIONS SHOWN THUS (9.84), AND _ ._ ,� 'gam �4,, ---- �A - REFER TO NAVD OF 1988. / CClw_ PowER �►t1 �' /S'�q C NOT O SC,AL_E POLEC w OF a =WALL � � SEE DETAIL_ "F" 0 ��, � T� 24" SANITARY MANHOLE / 0AWWLY � ;�uofNl� u NO TOP = (9 84)` N. INVERT - 10» TERRA-COTTA (-0.84) / X q 3 O ��� &x NO�CAP a6l ``. E. INVERT - 10 TERRA-COTTA (-0.25) 9° „, 10 CoQ.. � FND 1/2" IP E. INVERT - 10" TERRA-COTTA (3.88) , C. � �q� x 03 x y S. INVERT - 10" TERRA-COTTA (-0.64) 0> , V, FOM 9. t � �\E10CF aWlj Y IIM11 � 10 0 1... r . � , �`�� )c t 24" SANITARY MANHOLE 4 CONC. R I,Pol�' $ 0 I a< GUY MIII� �1 q>° VALVE �X8.96 �1 `�1�� y 29.5, TOP = (10.14) N. INVERT = 10" TERRA-COTTA (-0.46) q' x`"' S. INVERT = 10" TERRA-COTTA (-0.11) DOWNGUY EASBANT PER- '� M 26.7'fOFFICIAL VOLUME `� l 1018. PAGE � E**WT 28.7' ark (ITEM #6) CONC. POMIEI DETERIORATED N �``~- __.._ a PEE - C16 CONCRETE FOUNDATION 9.59 04iTAI > _ Q CONC. ." 1 / SPILLWAY 28.7' NOT "TO SCALE O u 26.6' DETAIL - NOT TO SCALE DETAIL -- A, --------------------------- NOT TO SCALE FND 1/2" P (NO CAP) O&VfLY OF OF 1 am WALL L 100.0'(10 = WALL a1" s OF POINT OF BEGINNING F� DETAIL - D NOT TO SCALE O v N 161) AliTHE PALMS APARTMENTS cc) C �' ADDRESS # 3952 MAYPORT ROAD 7.2 ACRES 5�9x FHD or aLOpC WML NC. x� >7 24" SANITARY MANHOLE SPILLWAY TOP = (9.82) N. INVERT - 10" TERRA-COTTA (0.26) 0 A �, S. INVERT - 10" TERRA-COTTA (0.39) 1�0 xq �F"��� - �E. INVERT = 8 TERRA-COTTA (5.50) / moor � ry Cb, SANITARY SEWER MANHOLgEy f J Oj s, ! CONC. Ct, LE"GAL DESCRIPTION THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN THE CITY OF JACKSONVILLE, COUNTY OF V(1 DUVAL AND STATE OF FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A TRACT OF LAND LYING IN THE CASTRO Y FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, ATLANTIC BEACH, DUVAL COUNTY, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE NORTHERLY LINE OF ATLANTIC BOULEVARD AND THE EASTERLY LINE OF MAYPORT ROAD; THENCE RUN NORTH 20'28'35" EAST ALONG SAID EASTERLY LINE OF MAYPORT ROAD, A DISTANCE OF 360 FEET TO A POINT OF BEGINNING; THENCE RUN NORTH 89"19'35°' EAST PARALLEL TO SAID NORTHERLY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 612.38 FEET; THENCE RUN NORTH 07°04'25" WEST, A DISTANCE OF 691.90 FEET; THENCE RUN NORTH 69'31'25'° WEST, A DISTANCE OF 251,01 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF SAID MAYPORT ROAD; THENCE RUN SOUTH 20"28'35'° !'BEST ALONG SAID EASTERLY LINE OF MAYPORT ROAD, A DISTANCE OF 834.36 FEET TO THE POINT OF BEGINNING. (DESCRIPTION FURNISHED BY CLIENT) LANDS THUS DESCRIBED CONTAIN 7.2 ACRES MORE OR LESS �� 52.01 O �p�Xx1O° 4�.' Lu z lb rr 'lb q`� Id N --CONC. POWER POLE X & GUY WIRE Lki C�" � 1 ° I3 O J I DOWNGUY EASEMENT PERC3 8 U, OFFICIAL RECORDS VOLUME �q) A� Q Z 6' X O7 6018, PAGE 1231° DOMT "B" x 0.. (ITEM #6) �3w 44 t� CT1 . q .�q < q' 2, �a x D c n ® ,meq• � n .-.f x C_ P 4 yy,_ v x�wOOp qF> D ...... 10 1 , Q C.1 C1 x % OB e`t rAv x 0 4a 4 y ;, 4b , O). O �q° Oy° C CIC x 1 POLE '�jq1,� SNOOD POWER k GUY Waif' 1°deop xq q, Lij U-1�'f F d� m x 9< o U3 OONIQ POWER POLE U � q �`� 3 • % !� a. Je GUY WgiE o m J DOWNGUY EASEMENT PER 30;jf.0' 125 POWER POLE GUY WIRE �/ . OFFICIAL RECORDS VOLUME q' x10.1 x �u� 1011. PAGE 1256. EXHOT "A" x .. DETAIL - C .... 1� _ CV (ITEM 6) (J UNDERGROUND N{6J r._.:i C> SC�AE E x\° NDERGROUND GAS TANK f AS TANK Cl 34" STORM MANHOLE ®* d �'':` E. INVERT = 15 R.C.P. (7.92)FEN= liAllf N. INVERT = 15" R.C.P. (7.87) .�,✓ � d 24" SANITARY MANHOLE TOP - (10.25) r �q CI4��� F 32.3 `L < � 1 N. NVERT = 10 TERRACOTTA (1.08) �° u7 c�c a x�q• xq� ,�gtsr % S INVERT = 10" TERRA-COTTA (1.21) 3' CONI. � � A r 9 E. INVERT = 10" TERRA-COTTA (1.32) x wALIc x ° �d< F� $qq +� ' ' 4, W. INVERT = 10" TERRA-COTTA (1.22) / (TYPICAL) Do OF OM WALL P . ad! S'LYtK x �yvDa� 1 O.1 X01 q q� 10.2 �'� `3 tsq WOOD POWER POLE hq RsRi� v q 4 0.15 "0 �MNxt WIRE q O3• xCh. ' is INIt� Palo POOR POLE C � 0, x�. at GUY WIRE Ax P H A L T P A V E M. E N T X�'` x� x E10 aF eLoac MIALL in 44 �� C3 �� ° -' 0 G� cc W E S 50 0 50 ( IN FEET ) 1 Inch = 50 Feet LEGEND e. ycn UGG -- UNDER GROUND GAS LIGE UNDER GROUND ELECTRIC UGT UNDER GROUND TELEPHONE -- UGS --- - UNDER GROUND SEWER UGWd UNDER GROUND WATER 0) m NOTES: 1 1. ALL CONCRETE WALKS, FOUNDATIONS, & PARKING ARE CRACKED & O DETERIORATED. D 2. BEARINGS BASED ON DEED SHOWN HEREON. 3. UNDERGROUND ENCROACHMENTS NOT LOCATED BY THIS SURVEY. 4. PARKING STRIPING IS NO LONGER VISIBLE. 5. ELEVATIONS SHOWN HEREON ARE NORTH AMERICAN VERTICAL DATUM 88. 02'S'LY CNC. i FOR �a" n tX �q D 1 .63 q'4 L EIOX G p� 11 . ;, 1.3'w CONC. POWER 91 9,�q1 meq. �' 24" SANITARY MANHOLE ! GUY WIRE co MANHOLE GAS VALVE--�c�T '� c, TOP = (10.71 10.016` O` q UNDERGROUND S 4,� x N. INVERT - 6 TERRA-COTTA (6.94) ' J, GAS TANK °� q w / .0 pETAt4^ ' E' IN � �ci, W. INVERT - 4 TERRA-COTTA (7.93) ,• SEE e E. INVERT - 6" TERRA-COTTA (7.14) ' Xq' q�q �'�' -� �-, ® qC9 C3 d� UNDERGROUN ~i -367'��' E%rr�d� w6.:� � � X91 CON CR1 93E 1-70 POWER GAS TANK N " 1-7 [3 C 0 W'd 'POLE POINT OF BEGINNING \ �._ 110.3 It Q, e. ycn x a X ¢"� X� r; TOPOGRAPHIC: WW.O.#00-546-8; 11-12-13 (FIELD) �q4j l rj cv N 1 1.17! REVISE: W.O. 00-546-7; 09-09-13 FIELD SEE DETAIL .- D 40.3' 1 01 9' FNO 1/2" P REVISE: W.O.#00-546-6; 12-12-06 (FIELD)) FNO 1/2" P (NO LaE� 2�nAL-0) Cwm Lm FEIICE YM e+vmEa WLO: .1 BLDG, 1.6'S BLDG. 1. I'�; X -X p; �I , . BLDG. 1.2 S J_DG, u.7'S 1�M RECERTIFY: 00-546-5;06-24-05(FIELD) MLT: 00--546-••4;5--01(F (FIELD) 1 (g>�-KT OF dOCU WALL �4 7' WOW FWM f n: 1 STORY CC}N.,. BI..0 �31iLDING RECENT.: 00-546-3;5-1-01 (FIELD) RECER FQI�IE l WIIt! �4 , 1 STORY CONC. BOCK BUILDING REVISED: 5 1s-00 REVISED 50-12000 POWER POLES do EASEMENT: 5-17-00 REVISED: �q 1� "X" %1 612 3 8(R E C) THE PARCEL SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 Q, 8919"M5" W(FEC) . s 89°23'45" w(ACT) 612.47'(ACT.) L4ALL AMERICAN SURVEYORS OF FLORIDA, INC. {RJ 24 SANITARY MANHOLE ' tatySURVEYORS &BF1 s�urxp;r�r � a� S1tF �� ,r� Vlrcc�FLORIDA <- �o / � - U -- LACE SED RUS/ ESS N'0t .385,17 E'LY R%W LINE V OR 5-6016, PACE 2223 TOP = (9.52) S. INVERT - 6" TERRA-COTTA (7.31) ORV 4964, PAGE u46 L ,mrd THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE - � - q r W. INVERT = 4 TERRA-COTTA (6.17) P.R.M. = PERMANENT REFERENCE CONC = CONCRETEMONUMENT NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON. MEETS -4 MON. - MONUMENT P.T. m POINT OF TANGENCY THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA i \` E.P. = IRON PIPE P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ; ALL � r POINT OF REFERENCE I.Rm IRON ROD P.C.C. = POINT OF COMPOUND CUM CHAPTER 472.027 / CHAPTER 61017-6, FLORIDA, STATUES. AUt:'RICAN N LY RfW LINE OF ATLANTIC BLVD.R C. - CHORD A = ARC LENGTH B.R.L = BUILDING RESTRICTION UNE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL 1 SURVEYORS f 8C THE E'LY R W LINE OF MAYPORT RD. FND 1/2' IP = RADIUS ACT.) = ACTUAL U.D.E = UNOBSTRUCTED DRAINAGE JAM.LRS L. HARRISON, JR., No. 264' of, rLt' NIDA, ; INC. M67 P -PLAT EASEMENT R = RADIAL L.S,# - LAND SURVEYOR NUMBER MICHAEL A. GARRETf, No. 6643 ! dr N'LY RW LINE = CENTER LINE P.E. - POINT OF INTERSECTION = SCALE 1 50' �I 1 A T L A N T I C B 0 U L E V A R D R,xW - RIGHT-OF-WAY - EDGE OF WATER -X- =FENCE TOB $TOP OF asNNlc (W) = WITNESS NAVD - NNOOM AMERICAN VERTICAL DATE 4-27-00 FLORIDA REGISTERED SURVEYOR AND MAPPER `_ LL m LOA T_ V) z I O m I N >W I LLI UJ I w ? I = U E ; U N I I Io m m c U) LLI I y: m m to LLI I d W m N N Cf) LL E J 0 Z �U a- UJ 7 s J ''Onn N V to 0 0 z NN 0C IAU U" Q 0 L LL Lu N O W j CO foo MU. U) r. m Lla C, 0 x �u_ Uo Y (0 0 ui rn Q m 00 d cooa 0 c 0 i U) 0 J W Na < 0 (� N W N W CA O � U w uu0! Q w a W F W W N SHEET NUMBER W a z U O d a O w F - w O a. r� N C-02 W N d M z LO E z M o QU � J r- 00 to�- CV W N v S U O 0 N 0 _% mn N 00 POINT OF REFERENCE N'LY R/W LINE OF ATLANTIC BLVD. & THE E'LY R/W LINE OF MAYPORT RD. POINT OF 361Q00O -,, � o� FIND 1/2" IP (NO CAP) CONC. BLOCK WALL FDOT TYPE III SILT FENCE FENCE TO BLDG- FND 1/2" IP #3672 SOIL TRACKING o� 24" SANITARY MAN OLE TOP = (10.25) N. €1:3V. = €u" TERRA GOTTA S. INV. = 10" TERRA -COTTA (1.2",` E, INV. = 10" TERRA-COTTA (1.321 W. INV. = 10" TERRA-COTTA. (,22) o 34" STORM MANHOLE / N. INV, _ 15" RCP (7,87) ,Ja END OF BLOCK WALL ,^ 0.2'S'LY 691�Ju k'ACT) 891.60 LEGEND 41 q Y p SRT 61 0 DOWNGUY EASEMENT PERQ OFFICIAL RECORDS VOLUME �3 018, PAGE 1256. EXHIBIT "A" STORM24' SANITARY MANHOLE BLOCK (ITEM #6) N, INV C.T TOP = (9.82) 0.2`S°LY S, € .V. = (127) ` /—N. INV, = 103" TERRA -COT rA (0t.26) s + . � E. INV. -= (2.50) IPPV. � 10°' TERRA -,COTTA (03.3"0 i?. (B�� STORM MANHOLEI E NV 8" TERRA-COTTA (5,50) INV. = (2.09)e f o S. INV. _ (2.030 W. INV. •- (2.35) i CONC. POWER`"SEE NOTES ON CONIC. ,POLE GUY WIRE WALL DEMOLITION CONC. POWER �." DOWNGUY EASEMENT PER �� m_�_ ;o,• 4Av Rf/x._ OFFICIAL RECORDS VOLUME FND 1/2" IP J' #3672 3 3 7 3 P' l.d X07°04'25" N 07'06' 55" W(ACT) DOWNGUY EASEMENT PER OFFICIAL RECORDS VOLUME FND 1/2" IP NO CAP. 0.9'N FND 1/2- IP #3657 Oq� s Data, r o�. Z ( IN FEET ) 1 Inch = 40 Feet BENCHMARK _NORTH RIM OF MANHOLE, ELEVATION (9.84) ELEVATIONS SHOWN THUS (9.134), AND REFER TO NAVD OF 1988 EMST3NG 24" SANITARY MANHOLE (EX --1) TOP = (9.84) +_N. INV. = 10' TERRA-CO'E TA (-am) E. INV. = 'I0" TERRA, -COTTA (-0,25) E. INV. = 10" TERRA-COTTA (3.88) S. INV. = 10" TERRA-COTTA o.. STORM MANHOLE N. INV. - (2.09) S. INV. = (2.03) E. :NV. = (2.09) END OF BLOCK WALL O.4°S°LY - CONC. POWER POLE s a� v ^D _S 'Q (A (n 10 V Ca 00 00 �. �V r O � w ~o N END 4F BLOCK WALL �._ C) c�rL cin I_i_I a CD 4 Qr� D 7 r) --� QLi Q v Q END OF BLOCK WALL 0 FENCE TO CORNER OF WALL CO FENCE do WALL 0.4°S LC) In n 0' J I I a 6" CHAIN LINK J9 FENCE WITH —� U. m BARBED WIRE FDOT TYPE III SILT FENCE FENCE TO BLDG- FND 1/2" IP #3672 SOIL TRACKING o� 24" SANITARY MAN OLE TOP = (10.25) N. €1:3V. = €u" TERRA GOTTA S. INV. = 10" TERRA -COTTA (1.2",` E, INV. = 10" TERRA-COTTA (1.321 W. INV. = 10" TERRA-COTTA. (,22) o 34" STORM MANHOLE / N. INV, _ 15" RCP (7,87) ,Ja END OF BLOCK WALL ,^ 0.2'S'LY 691�Ju k'ACT) 891.60 LEGEND 41 q Y p SRT 61 0 DOWNGUY EASEMENT PERQ OFFICIAL RECORDS VOLUME �3 018, PAGE 1256. EXHIBIT "A" STORM24' SANITARY MANHOLE BLOCK (ITEM #6) N, INV C.T TOP = (9.82) 0.2`S°LY S, € .V. = (127) ` /—N. INV, = 103" TERRA -COT rA (0t.26) s + . � E. INV. -= (2.50) IPPV. � 10°' TERRA -,COTTA (03.3"0 i?. (B�� STORM MANHOLEI E NV 8" TERRA-COTTA (5,50) INV. = (2.09)e f o S. INV. _ (2.030 W. INV. •- (2.35) i CONC. POWER`"SEE NOTES ON CONIC. ,POLE GUY WIRE WALL DEMOLITION CONC. POWER �." DOWNGUY EASEMENT PER �� m_�_ ;o,• 4Av Rf/x._ OFFICIAL RECORDS VOLUME FND 1/2" IP J' #3672 3 3 7 3 P' l.d X07°04'25" N 07'06' 55" W(ACT) DOWNGUY EASEMENT PER OFFICIAL RECORDS VOLUME FND 1/2" IP NO CAP. 0.9'N FND 1/2- IP #3657 Oq� s Data, r o�. Z ( IN FEET ) 1 Inch = 40 Feet BENCHMARK _NORTH RIM OF MANHOLE, ELEVATION (9.84) ELEVATIONS SHOWN THUS (9.134), AND REFER TO NAVD OF 1988 EMST3NG 24" SANITARY MANHOLE (EX --1) TOP = (9.84) +_N. INV. = 10' TERRA-CO'E TA (-am) E. INV. = 'I0" TERRA, -COTTA (-0,25) E. INV. = 10" TERRA-COTTA (3.88) S. INV. = 10" TERRA-COTTA o.. STORM MANHOLE N. INV. - (2.09) S. INV. = (2.03) E. :NV. = (2.09) END OF BLOCK WALL O.4°S°LY - CONC. POWER POLE s a� v ^D _S 'Q / w to o V Ca n Z Lo �. �V r O N O ~o N END 4F BLOCK WALL �._ C) +y CO FENCE TO CORNER OF W WALL ON LINE N & S ' 4 tr r W O Z 0 --� QLi Q f Q c0" � LL m m v UJI In n 0' J I I a a J9 O U. m O � c FND 1/2- IP )(NO CAP) 0111 10 1c w to o V Ca n Z Lo O O r O I O ~o N F +y CO o W w 4 tr r W O Z 0 --� QLi U N V) z LL m m v UJI In n 0' J I I a a U. m O � c m W m E I Q 0111 10 1c w to o V Ca n Z Lo Z R� I O o z F +y CO I >w w 4 I I CD 0 --� QLi U N V) z o LL m m I n D I I � N W I c m W m E I Q c z W o >Z' 0 I E I E ; O I z � o th 7N — LL () o Q _N o NN Q C J-1 � :::: O X d' Li WSOW ��(D o Ngo =NC UL �Om 0T_U. F_ ZOD x x 'Q o M LL F_ Lu1100 QLo C Oo 0 00 Q ;. Co U. m 0 O 0 °' a W Q Lu CL W In fY a 0111 10 1c w to o O Ca n Z Lo Z R� w E Z z F +y CO ® N La Ld W a CD 0 --� QLi 0 V) SHEET NUMBER C-03 Q a O J a. w Z ~ � O - O a F W o a Ld W a CD SHEET NUMBER C-03 W z z F W hi Ld 2 ir N d SHEET NUMBER C-03 €:POSIOV Cu" N ri", R 0 L N 0 T E S ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) „FLORIDA LAND DEVELOPMENT MANUAL - BEST MANAGEMENT PRACTICES" AND "FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTOR'S MANUAL' (LATEST EDITION) C01TRACTOR IS REQUIRED TO APPLYFOR PD PERMIT. DRAFT STORMWATER PREVENTION PLAN (SWPPP), EROSION CONTROL PLAN, AND SWPPP PROCEDURES ARE INCLUDED HEREIN. CONTRACTOR IS RESPONSIBLE FOR REFINING THE EROSION CONTROL PLAN AND SWPPP SASED ON SIR SITE CONDITIONS,CONSTRUCTION AND PHASING / SEQUENCING. IF AN ACTIVE NPIDES PERMIT EXISTS FOR THIS DEVELOPMENT, THE CONTRACTOR MUST APPLY AND ABIDE CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR ON SITE. 2. POST ALL PERMIT PLACARDS (WITHOUT DRIVING NAILS INTO TREES) IN A VISIBLE LOCATION. 3. FLAG/STAKE LIMITS OF CLEARING/CONSTRUCTION. 4. INSTALL PERIMETER SEDIMENT AND EROSION CONTROLS. 5. SCHEDULE EROSION CONTROL INSPECTION WITH ENVIRONMENTAL INSPECTOR AND REQUEST FINAL APPROVAL TO COMMENCE CONSTRUCTION. 6. CRUSH EXISTING ON --SITE CONCRETE PER NOTES BELOW. 7. CLEAR AND REMOVE ASPHALT PAVEMENT, REMAINING UNDERGROUND CONDUIT / VACATED UTILITIES, ETC. FROM SITE. 8. CLEAR AND GRUB REMAINDER OF SITE. ROOT RAKE SITE TO CLEAR EXCESS DEBRIS 9. MAINTAIN ACTIVE NPDES PERMIT UNTIL SITE WORK BEGINS - TRANSFER NPDES PERMIT TO SITE CONTRACTOR. DEMOLIllu-IN NOTE�) 1. THE CONTRACTOR SHALL PUT UP AND MAINTAIN SUCH BARRIERS AND WARNING LIGHTS, AS MAY BE NECESSARY OR REQUIRED BY CODE, TO PROTECT AND PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE DEMOLITION WORK AREA. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) INSOFAR AS THEY APPLY TO DEMOLITION WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. PROTECTION OF BUILDINGS & EQUIPMENT: TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE INSTALLED ADJACENT TO THE DEMOLITION WORK FOR PROTECTION OF PERSONNEL, EXISTING ADJACENT BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST, FALLING OR FLYING DEBRIS. ANY DAMAGE TO EXISTING STRUCTURES, FACILITIES AND/OR EQUIPMENT RESULTING FROM DEMOLITION WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 3, DISPOSAL OF EXISTING EQUIPMENT & DEBRIS: ALL DEBRIS AND EXISTING MATERIALS AND EQUIPMENT SHALL BE HAULED AWAY AND DISPOSED OF IN A PERMITTED FACILITY BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR OBTAINING DISPOSAL AREAS. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT SPILLAGE OF MATERIALS BEING HAULED IN PUBLIC STREETS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY CLEAN UP ANY SPILLAGE WHICH MAY ACCIDENTALLY OCCUR. 4. CLEANUP: THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT MUST AT ALL TIMES BE KEPT IN A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW WORK. 5. ALL EXISTING SURFACE FEATURES / UNDERGROUND UTILITIES / ABOVE GROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION TO BE REMOVED UNLESS OTHERWISE NOTED. BEACHES HABITAT HAS COORDINATED WITH JEA TO REMOVE ABOVE GROUND ON-SITE POWER. CONTRACTOR RESPONSIBLE TO REMOVE EXCESS CONDUIT OR UNDERGROUND LINES 6, THE NAME AND PHONE NUMBER OF THE AFOREMENTIONED INSPECTOR SHALL BE PROVIDED TO THE CITY OF ATLANTIC BEACH PUBLIC WORKS AT THE PRE -CONSTRUCTION MEETING. 7. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED, DURING ANY PHASE OF DEVELOPMENT, AT THE DISCRETION OF THE CITY OF ATLANTIC BEACH PUBLIC WORKS INSPECTOR. 8. ALL DISTURBED AREAS TO BE LEFT IDLE LONGER THAN 14 DAYS MUST BE STABILIZED WITH QUICK GROWING GRASS SEED AND MULCH. 9. GENESIS HAS NOT VERIFIED THE ACCURACY OF THE EXISTING SURFACE FEATURES OR UNDERGROUND UTILITIES. THE CONTRACTOR IS TO FIELD VERIFY LOCATIONS AND SIZES OF ALL SURFACE FEATURES AND UNDERGROUND UTILITIES PRIOR TO DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD WITH ANY DISCREPANCIES PRIOR TO COMMENCING WITH CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH CITY OF ATLANTIC BEACH TO CAP WATER AND SEWER LINES ON-SITE PRIOR TO DEMOLITION, 10. ALL EXISTING UTILITY AND STORM STRUCTURE AND FITTING TOPS PROPOSED TO REMAIN SHALL BE ADJUSTED TO MATCH FINISHED GRADE ELEVATIONS. 11. ANY PUBLIC LAND CORNER OR BENCH MARK WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ADMINISTRATOR SHOULD NOTIFY THE ENGINEER IMMEDIATELY, ANY MONUMENT OTHERWISE DESTROYED BY THE CONTRACTOR SHALL BE RESET BY A FLORIDA PSM AT THE CONTRACTOR'S EXPENSE. 12, IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 13, THE BOTTOM 2.5 COURSES OF EXISTING CONCRETE BLOCK RETAINING WALL LOCATED ALONG MAYPORT ROAD SHALL BE MAINTAINED AS EXISTING FOR THE WALL ALONG MAYPORT ROAD, THE WALL SHALL BE MAINTAINED IN A CLEAN LINE, APPROXIMATELY 20" IN HEIGHT AND CONSISTENT WITH BACK OF SIDEWALK SLOPE, CONTRACTOR MAY REMOVE WALL AT TRANSITIONS INTO THE PROPERTY. THE INTENT WILL BE TO RE -SKIN WALL WITH STUCCO, AND PROVIDE NEW CAP, TO BE USED AS A SHORT RETAINING WALL FEATURE FOR PROPOSED DEVELOPMENT. 14. CONTRACTOR SHALL REMOVE EXISTING POOL FOUNDATION AND REPLACE WITH CLEAN FILL IN 12" COMPACTED LIFTS. 15, CONTRACTOR MAY MAINTAIN 50 FEET OF EXISTING ASPHALT DRIVE TO UTILIZE FOR CONSTRUCTION ENTRY OR CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE (PER DETAIL), IF SECONDARY ENTRY IS UTILIZED, CONTRACTOR MUST UTILIZE CONSTRUCTION ENTRANCE DETAIL. 16. ON --SITE DUMPSTER MUST BE FROM AN APPROVED CITY OF ATLANTIC BEACH WASTE COMPANY IN ACCORDANCE WITH CHAPTER 16, CITY CODE, DUMPSTERS WILL HAVE TARP COVERS OR RIGID COVERS ON WINDY DAYS. DUMPSTERS MUST BE REMOVED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 17. CONTRACTOR TO REMOVE AND DISPOSE OF ALL EXISTING OCCUPATION AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. 18. ALL EXISTING CONCRETE / ASPHALT OCCUPATION DESIGNATED TO BE REMOVED IS TO BE SAWCUT ALONG THE LIMITS OF DEMOLITION, L0i.- N Qi J o� N 0 _% N 000 ON-SITE C CRUSHING OSLABS 1. CONTRACTOR TO CRUSH ALL AVAILABLE ON ---SITE CONCRETE AND STOCKPILE IN LOCATION AS SHOWN ON DEMOLITION PLAN. 2, CRUSHED AGGREGATE MUST BE LESS THAN 2" DIAMETER 3. NO MORE THAN 10% OF CONCRETE AGGREGATE CAN BE SMALLER THAN 200 SIEVE (0.075MM). 4. ON-SITE CONCRETE CRUSHING MUST CONFORM TO SECTION 204 GRADED AGGREGATE BASE FROM 2013 FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SECTION. 204 GRADED AGGREGATE BASE 204-1 Description. Construct abase course composed of graded aggregate. 204-2 Materials. Use graded aggregate material, produced from Department approved sources, which yields a satisfactory mixture meeting all the requirements of these Specifications after it has been crushed and processed as a part of the mining operations. The Contractor may furnish the material in two sizes of such gradation that, when combined in a central mix plant pugmill, the resultant mixture meets the required specifications. Use graded aggregate base material of uniform quality throughout, substantially free from vegetable matter, shale, lumps and clay balls, and having a Limerock Bearing Ratio value of not less than 100. Use material retained on the No. 10 sieve composed of aggregate meeting the following requirements: Soundness Loss, ,Sodium, Sulfate: AASHTO T104 .................. 150ro Percent Wear: AASH`l'C T96 (Grading A) GLoup 1 Aggregates ....................................................... 450,10 Group 2 Aggregates....................................................... 65% Group 1 This group of aggregates is composed of limestone, marble, or dolomite. Group 2: Tllis group of aggregates is composed of granite, gneiss. or quartzite. IJsegraded aggregate base material meeting the following gradation: Sieve Size Percent by Weight Passing 2 inch 100 1 1/2 inch 95 to 100 3/4 inch 65 to 90 31/8 inch 45 to 75 No. 4 35 to 60 No. 10 25 to 45 No. 50 5 to 25 No. 200 0 to 10 For Group 1 aggregates, ensure that the fraction passing the No. 40 sieve has a Plasticity Index (AASHTO T90) of not more than 4.0 and a Liquid Limit(AASHTO T89) of not more than 25, and contains not more than 67% of the weight passing the No. 200 sieve. For Group 2 aggregates, ensure that the material passing the No. 10 sieve has -a sand equivalent (AASHTO T176) value of not less than 28. The Contractor may use graded aggregate of either Group I or Group 2, but only use one group on any Contract. (Graded aggregate may be referred to hereinafter as "aggregate".) 204-3 Equipment. Provide equipment meeting the requirements of 200-3. 208 NOT TO SCALE FDOT AGGREGATE NO. 1 (1X" - 3e) GEOTEXTILE UNDERLINER 204-4 Transporting Aggregate. Transport aggregate as specified in 200-4. 204-5 Spreading Aggregate. Spread aggregate as specified in 200-5. lsCq oat'. Il/VE CALL 48 HOURS BEFORE YOU DIG FRA SUNSHINE STATE ONE CALL OF FLORIDA, INC. 204-6 Compacting and Finishing Base. 204-6.1 General: Meet the requirements of 200-7.1 with density requirements of 204- 6.3. 204-6.1.1 Single -Course Base: Construct as specified in 200-6. L 1. 204-6.1.2 -Multiple-Course Base: Construct as specified in 200-6.1.2. 204-6.2 Moisture Content: Meet the requirements of 200-6.2. 204-6.3 Density Requirements: After attaining the proper moisture conditions, uniformly compact the material to a density of not less than 100% of the maximum density as determined by FM 1-T 180. Ensure that the minimum density that will be acceptable at my location outside the traveled roadway (such as intersections, crossovers, turnouts, etc.) is 98% of the maximuin density. 204-6.4 Density Tests: Meet the requirements of 200-7.2, 204-6.5 Correction of Defects: Meet the requirements of 200-6.4. 204-6.6 Dust Abatement: Minimize the dispersion of dust from the base material during construction and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Test the surface in accordance with the requirements of 200-7. 204-8 Priming and Maintaining. Meet the requirements of 200-8. 204-9 Thickness Requirements. Meet the requirements of 285-6. 204-10 Calculations for Average Thiclniess of Base. Calculations for determining the average thickness of base will be made in accordance with 285-7. 204-11 Method of Measurement.. 204-11.1 General: The quantity to be paid for will be the area, in square yards, completed and accepted. 204 11.2 Authorized Normal. Thickness Base: The surface area of authorized normal thickness base will be calculated as specified in 9-1.3, omitting any areas not allowed for payment under the provisions of 204-9 and omitting areas which are to he included for payment under 204-11.3. The area for payment, of authorized normal thickness base, mill be the surface area determined as provided above, adjusted by adding or deducting, as appropriate, the area of base represented by the difference between the calculated average thickness, determined as provided in 204-10, and the specified normal thickness, converted to equivalent square yards of normal thickness base. 204-11.3 Authorized Variable Thickness Base: As specified in 200-10.3. 209 IRT o � 0 0 N �00 Z W � Z W Q' J a a r M W o o )a d w W zQ Ion I)a (3)E 4Ao U Cf) 7 N UL N - O Q (A o d N N 0 0 z J V) 0 W : W CL' a LU�O O 0 Ngo U5 m LL CY) J p�LL W Z v0 W U W J Q WQLo o 0 O U 0 U to 0 CL 2MU m m U) a� N 00 rnr (y)a 0 r M W o o )a d w W zQ Ion I)a (3)E 4Ao U Cf) X 0 0 W a a W a QD 7 N cts U_ L- N - O Q (A o d N N 0 ,N i Q C J �0LL J 0 0 W : W CL' a LU�O rn w 0 Ngo 0 00 2N LL CY) J p�LL Z v0 X o �'co Cf) WQLo o 0 O O (D o 2MU U) a� 00 rnr (y)a X 0 0 W a a W a QD cts co W E N ,. 0 ,N 11 J 0 0 W : CO CL' a Z 0 rc�__ a W Z 0 U) 0 W W Z 0 J 0 2 W 0 Li W W W Z 0 LL F_ Q F_ X W V Q W M W a Z U 3 O W a SHEET NUMBER C=04 W N a m M Q Ln 6 w E C2 E Z m� O d a _J ` � Q W 0 0 Z W J 0 0 a F_ a Z 0 O N W a Z U 3 O W a SHEET NUMBER C=04 W N a m M Q Ln 6 w E C2 E Z m� O d a _J ` � 9 0 w rn ml 0 0 r- 00 in 0 it Q 0 z V) rn U W m H o W Q O I O � O N O Qj J v S U E; N 0 ./ Lo 1� N 00 ND 1/2" IP ��� �m�� o ~— o "NO CAP; ! o rn uj 3 � IIS CONC, BLOCK WALL II a I .�? �� ° O WILE END BLO O �h — t ... III w DOWNGUY EASEMENT PER ____.__..-=_.............-----' - -- '.,'.° -` ° OffICdAL RECORDS VOLUME _» - I cn I �p 6016, PAGE: 12,56, ;:}a€iBfT "A'°� LT__-______ 00 cxa I I 6� % >IT'EM ) I 'y� I I 00, � �s � � CONC. BLOCK � �- � QUADPLEX LOT TRIPLEX LOT DUPLEX LOT N I ® WALL 0.2'S'LY I 0 / 4 FT SIDEWALK 0 CL Cn Cn BUILDING TYPES w V Ili z I DUPLEX ;�, � \�' `��� 5 �20? & +., 68.00 0N fur Cn ca 6 FT SIDEWALK TRIPLEX END OF BLOCK `YALi I �3 � � � � `� a�• < f Y ; �" /Z:1 FENCE TO CORNER OF WALL . CIDPAI ®_, P f A � / 1 d � ; DOWNGU Y EASEMENT MEN T PER �� Cr FENCE do WALL 0.4!S \ ��. : PROPERTY LINE /' { OFFICIAL RECORDS voi..UME DOS".NGUY EASEMENT PER �� �d ®$ 70, '40D� om'4 C018, PAGE 1256~ E< Xi�"HIT� "B" {f - OFFICIAL RECORDS VOLUME 0" m #6) 6015. PAGE 1256, EXHIBIT {i EA) PROPOSED CONCRETE WALL3 BLOCK SEE LANDSCAPE PLANS FOREND Q��LOCATION, LIMITS AND DETAILS. 00` WALEO.2'S'LYTRIPLEXEND OF BLOCK$" CHAIN NK WALL 0<2'S'LYFENCE W;''H 6,1 BARBED WIRE 00 A " E jj 1 LVL s� O rn 30 0 30 ( IN FEET ) 1 Inch = 30 Feet Z 0 0 N 00LU Z LL, D z U D O Z K J CL a LL Q M II N C i V) z CO CIO I= F Co o} m W N d O M �" N. a) i Ld w w Q to g Z W 1] Ll E 3 Z . , i 1 O z u - M W I ! s ; N I o w 00 is i 0 z O z W O Er 0 N •.. tD 0 - ma Z J N N rrOn V O UI O R�bs N CJ IA �3 �m W(o es o MCS U. m lN» rq LL lIn q J a �x u - W (r) 0 mo m 600) - W o cto m o a eU e J LL 0 f LL uj N CO r +M O 0 w a uu lid w w a N C CO CIO I= F Co E W W N d O M �" N. a) z � C)a GG! U to g Z W 1] Ll E W Z . , z J A�'_ s JLJL Q W to z J F— �aJ SHEET NUMBER O O Q N C=05 w z Z I= F U W � 2 0 to a SHEET NUMBER O O Q N C=05 0 LJ L Q 0 0 00 i 0 m Q 0 z Fa - N al.- N 0 C % -3 LL. I � 4 7- I (1) 8"-22.5' BEND I Q € > FENCE TO QED i CORNER, 1.5°S w22 8' PVC WM — 1 0 � , (2) 8--45-BEND i IN n I b > x ` ._°I I (2) 8"-45' BEND I z �i a 0 FENCE TO BLDG ! i CORNER, 0.7'S Al'IY p DGWNGUY Ek";'MEN: PER o O GFFi? des; RECORI6S VOLUME 8, PAGE 125, ENieir ,.p°, i 6 0 B L� L. ( VI, J ,7OWNGOY EASEMENT PER OFFICIAL RECOMDS VOLUME ( IN FEET ) 1 Inch = 40 Feet J (o JAIt N ;... M 0 lD U m 7 y� V N C tA:: rNn VZ2S Lu Im a Cq ID 8 �X n� o m LuO rs e m C C N 00 0) O r O O N 00 W m r z m O � z n U 0 LLJ M.1 Z m a a a LL. O m � 0 II r N Z Or (n m > w LL.I U J W Q m U U (n ZO m Co F= C) N 0 m o z m z V) a z 0 a z N Q O N O O O N N U J J LL O W m O LL O O m J FLL — Q 0 W co 0 0 C Q 0 0 Q = U J LL Lu o W W 4 a W a C11 C CD CuLo W N ` d M Lo ry N a Q Ce L w E z c Zz 5 ♦ Q U W ',L V)Y.� J J SHEET NUMBER Q O w F - w O a. Q r� O N C-06 W z Z F I- U W W 0 v=i a SHEET NUMBER Q O w F - w O a. Q r� O N C-06 r- 00 z rn 3 3 FND 1/2" IP24' SANITARY MANHOU TOP - (10.25) N 00 C AP') N. INV. = 10* TERRA-COTTA (1,08)LEGEND S, INV. - 10' TERRA-COTTA (1.21) E. INV, = 10TERRA-COTTA (1,32) 0 W INV. = 10' TERRA-COTTA (1.22) BUILDING P ov AD ELEVATION. 12.1 MINIMUM FINISHED FLOOR ELEVATION PAD 8" 34' STORM MANHOLE E. W - 15' RCP (7,92) CONC. BLOCK WALL• lz� 1 (7,87) = 15 RIP BLOC E F K WALL 0 jj -UY EASEMENT PER CONCRETE STEPS PER (o Ly DOVIG FDOT INDEX 521 OFFiCIAL RECORDS VOLUME 6018, PAGE 1256, EXHIB:T "A' (I Ft STORM MA�H 24" SANITARY MANHOLE NC. BLOCK N. INV. = (2.20) TOP - (9.82) WALL O.VS'LY S. INV� - (Z27) N. INV. - 10' TERRA-COTTA (0.26) I E. INV, = (2.50) S. IW = 10' TERRA-COT'A (G.,39) X x E. 1W - 8" TERRA -CO -TA 15.501 EXTEND BLOCK WALL ±57 LF 4 - `a STORM MANHOLE N INV. = (2,09) S. INV. - (2,09) EXIST STORM MH 4Q W. INV. = (2.09) TOP EL = 9.82 4,-, EXIST INV - 2.09 (N) cn &C loot, V� rn co Lu T" z m z w z 0 iL a - LL. V) z Or U)- m >w LLI�g of c) _j L11 < 0 m L) V) r -A101 INV Z..UV LL r,I; 0 30 30 z ST -10 EXIST INV 2.09 (W) 0 F_ FIDOT TYPE C INLET INV IN 2.09 (NE) (L END OF BLOCK WALL i5 TOP EL = I FENCE _at CONNECT TO 7, DOWNIGUY EASEMENT PER TO CORNER OF WALL cn INV OUT = 3.00 (N) OFFIUAL RECORDS VOLUME DOWNGUY EASEMIEN"I PER in FENCE & WALL 0.4'S EXIST. STORM MH IN FFFT 0 O N O Qj J �i o 0 N p mr N OD 6- THICK 3,000 PSI FIBER REINFORCED PORTLAND CEMENT CONCRETE 12" FREE DRAINING SUBGRADE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM D-1557. CONCRETE SIDEWALK WITHIN FDOT RIGHT OF WAY NTS 2" ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) 8" CRUSHED CONCRETE BASE COMPACTED TO 98% OF THE MODIFIED PROCTOR (ASTM D-1557) MAX. DRY DENSITY. (MIN. LBR VALUE OF 150) 12" FDOT TYPE 'B' STABILIZED SUBBASE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM D-1557. (MIN. LBR OF 40) F=LEXIBLE PAVEMENT WITHIN FDOT RIGHT OF WAY NTS M A Y P 0 R T R 0 A D PROPOSED CURB RAMP CR -G WITH DETECTABLE WARNING SURFACE EXIST. CURB & GUTTER TO BE ALL DISTURBED AREAS EXIST. DROP CURB TO BE REMOVED REMOVED & PROPOSED VALLEY WITHIN R/W TO BE SODDED � � & PROPOSED FDOT TYPE F CURB GUTTER CONSTRUCTED TO BE CONSTRUCTED & CONC. 31.41' PROPOSED CURB RAMP Sped TO BE RECONSTRUCTED. �p �^ CR -L WITH DETECTABLE ti` o� �� �2' WARNING SURFACE sg .."gam®_ St— _� --___ moo- ^ ° �p g. .�� ®tet m__ �m __ ____®__ __ (� RfW®LfNE ____ W.�-----------_-�� _-___ .s .�, � 9 �, - __-----_--__ scan m � son _ r =.mar-- '. � � � --sun-- — sig _ � scan _._..........� sones= .________________ ---_-- R1-1 36"x36°° STOP SIGN & ct R3-5 30°°x36°° RIGHT TURN \clov12 6'. ONLY SIGN �! \ 24" WHITE THERMOPLASTIC TOP BAR 30' �I \ \ 'y- ^ \ 1 I 2 3 4 0 \ \ I 1 5 \ lfts 12 10 9 8 6 13 12 10 W we (P m- 30 0 30 ( IN FEET ) 1 Inch = 30 Feet 14 13 12 m 9 PROPERTY LINE EXIST. GROUND _. 7 8 ....... ..... ......_....... ........ .. ......... DRIVEWAY SECTION SCALE: V=10' HOR 1°=1' VER wl 7 SCALE: 1"=10'HOR PROPOSED VALLEY GUTTER 14 13 ' 00 W ' Z w Z F- ' v o i w z I € 0 i a a I LL Z m i Q O I 2 N U) Or Q i N m iLLJ i >w I I Ld WQ U I IZ LL m W i 3 E j a Q I U : N i W ip i m i Q W m j O Z I ^°Iz o w N N IA. t U z Ma 7 N Q I N O !%.T O li w N tA CJ �3LL �m ui o �m o 00 b�9 � m OD LL gX a n 0 �-- 0 ma m W �C m o� � to a eV dDLL 0Cn £3 a W N 00 L) O W uu Q 0_ W D' a C0 C (� W N (D Q LO 6G® L]`N Z N LLI .0 w E J Z W = m CLo LL m J Q w U) !( TO BE REMOVED FOR 12 I DRIVEWAY CONNECTION F -- PROPOSED ALLEY __ _ . i W 11 0 CONS Z III S/W EXIST. ASPHALT ROAD F• 6� 4 II L) W �k 2 OX z ti 9 O V MATCH EXIST. GRADE ±9.88 EXIST. GROUND _. 7 8 ....... ..... ......_....... ........ .. ......... DRIVEWAY SECTION SCALE: V=10' HOR 1°=1' VER wl 7 SCALE: 1"=10'HOR PROPOSED VALLEY GUTTER 14 13 ' 00 W ' Z w Z F- ' v o i w z I € 0 i a a I LL Z m i Q O I 2 N U) Or Q i N m iLLJ i >w I I Ld WQ U I IZ LL m W i 3 E j a Q I U : N i W ip i m i Q W m j O Z I ^°Iz o w N N IA. t U z Ma 7 N Q I N O !%.T O li w N tA CJ �3LL �m ui o �m o 00 b�9 � m OD LL gX a n 0 �-- 0 ma m W �C m o� � to a eV dDLL 0Cn £3 a W N 00 L) O W uu Q 0_ W D' a C0 C (� W N (D Q LO 6G® L]`N Z N LLI .0 w E J Z W = m CLo LL m J Q w O Q O w F— w O a. Q r 0 N C-08 U) J 12 Q F -- W 11 0 Z O F— 10 L) W z z 9 O V 8 Q Lu W 7 Q Z F: I -- w W F- O (n a SHEET NUMBER O Q O w F— w O a. Q r 0 N C-08 KEY MAP 5 c �Ll: STA 10+00 DRIVE A = STA 19+83.92 DRIVE A (2) 8"-45' BEND DRIVE A STA 10+00 -15+00 SCALE: 1 " = 30' HORZ 1" = 3' VERT 20 O 0 N 0 ':... O U Lo Lo cq. d 'n O N o O — i p li N N ac): 20 1.8 _.. 3 uj 3 �m w 0 UjC'i co c 00 0 cis bi tp m u - tY � LL X �L �Lm 0 in m� p( Lu0( 0(0, rg DJ LL N C 0 N m 0) 16cn a ..... O 16 C) N... € M + + +Lo N 14 ''���14 M NM II u co 11 _ _ _.. II Q _... v7 >_. Zvi II I i o C3 H II I > € a W w i? ¢ II EXISTING GRADE > a 0 -12 vi a. w U) a _ w 74% 0.40% aw _> 0147- . 74%-049 ♦� U -049 0.417o -- f - -- - 10 _ uj PROFILE GRADE LINE $ ................ .. ----------------------- € __.._ _ . W w 6 6 .........._ -- _ _ - -- ____ _ . 8" (2 ) -45 BEND W Z (2) 8"-45' BEAD 4 _ 4 J 15" RCP ........_.. ............ .. ......... _.. .. ................... ..... ......... ............. ...... ...... ....... . ............... ......... PVC WM v 2- if _ - __.. i 5 0 0 —2 .. .. ....... .. ........ ... ......_....._.. ......... ....... ........ .... ..... — 2 4 — EXISTING ELEV(TYP) PROPOSED ELEV (TYP) —6 i —6 c: L x O N O pa O 00 QO CD 0 c3 a (o to cD c0 r- 00 ti 0) cD O 00 Lor u n N I� O O N� O O) N O �? trite O O O 0 O � e -N Np 6cN � NO L- 15+00 10+ 00 11+00 12+00 13+00 14+00 O F n U N W O Q O z CD 0 0 ti C4 coW Z W� z� Z U W � J 0- 0_ LL C m M � II r N z O L/) m > w w a 2 U U fn .1 L m } L m 0 a 0 F - Z Q 0 LL F— F— m a W O QuiW Q aop W a c\l O 0 N 0 ':... O U Lo Lo cq. d 'n O N o O — O f_D O p li N N ac): tAII(nUn J V LL J 3 uj 3 �m w 0 UjC'i co c 00 0 cis bi tp m u - tY � LL X �L �Lm 0 in m� p( Lu0( 0(0, rg DJ LL N C N m 0) CD 0 0 ti C4 coW Z W� z� Z U W � J 0- 0_ LL C m M � II r N z O L/) m > w w a 2 U U fn .1 L m } L m 0 a 0 F - Z Q 0 LL F— F— m a W O QuiW Q aop W a c\l C 0 a RS s E W N a cocW)m M Lo Lo z z 'n �`, Q p co LL :. �m w Z J E uj Q w 0 — N c J cis -' u - w in W J LJL W 0 a w 0 a z z 0 U z O a J � Q w 0 — N SHEET NUMBER C-09 W 0 z z U W-3 v=i a SHEET NUMBER C-09 R q w Zn 0 0 r- 00 MATCH, At E ST SANITARYLATERAL iTYP ! ) I 19 MEM SIN 15+00 18 ....................... .................................... - ............ .................. ... ............ - ............. ...................... 0) LO c6 cisLd + 0 00 oR II 160 0 A CORE HOLE & CONNECT .......... ............................ .................... ............... .... + 0 IA ...................... ................... ............ .............. NOq II in ,t II U) 5; II 14 --- - - --- < II -- ---- > . .........C� UJ LLJ W> a- Ld 0 a- Ld (o Lu 1 0.40% Z .......... .............. ........ .......................... ................................ .............. N ... ..... .......... ........... . ..... ........... 0 X: uj - 1 0 ........... ... .... .. . .. ... - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - - - - - - - - - - - - - - ------ uj Z --- ---------- ---------------- -- C 16+00 0 + N (D o0c) ui 6 L Z 8" PVC: WM .................. .............. ....................................................... ...... 4 : ........... ......................................... ................... ............................ ................... ............ ........... ......................................... 0 23+00 2 --- ---------- --- ............ MEM SIN 15+00 0 04 17+00 14 13 .......... ........... .................................... 0 0) LO c6 cisLd + 0 00 oR II 0 0 NC) + C� L(DIf) A CORE HOLE & CONNECT Noi > jj LO II in ,t :z U) 5; - - > uj _j Lon) . .........C� 00 =) + 0 < 'v) 0 w E (o Lu 1 uj > !Z Z cv—ni) Poo N ... ..... .......... ........... . ..... ........... 0 X: 0 C) C CC) DO ry (3) Z --- ---------- ---------------- -- C 16+00 0 04 17+00 14 13 .......... ........... .................................... 00 ................ Lo + ?2 0) LO c6 cisLd + 0 00 oR II 0 0 NC) + C� ST -11 A CORE HOLE & CONNECT Noi > jj alc II in ,t U) 5; - - > uj _j - - -------- - ------- .............a IL................... ... > W JJ > 00 + rn ivA I", 11 10 STA 21+85.69 DRIVE A STA 36+41.03 ALLEY A 00 LLI 40 190 z m D Hyl z Z 0 LL CO 26, W 0 m 5; Ld wej of LLJ 0 U) END 0-4'So'&COCK WAQ z U. 0 Lu opa3 he a (n W Z -OWw Z 0 0, fD N E F_ 0 t z LU N OC N 30 0 30 ()0 U) Cc, N 0 CJ D a) , IN FEET () u� 1 Inch = 30 Feet IA Wo ce; 1�0 0 00 Cq 0 U. 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Lu < z n O11 Nc; Ln —z — — — uj (A 0 Z --- ---------- ---------------- -- 0 LL, Z z 0 fie Ld 71 0 : z C) 00 z z 0 O > > > J (n V) 0 0_ 00 00 C14 04 0) 00 22+00 e D L -It Z 9 Z +< 00 Noi > jj > Z_ w P x X x x V) 0 Of 00 LLJ Ld LLJ LLJ Ld F�_ < z P 0 Ld LLJ Ld 71 0 0) v o0c) SHEET NUMBER C mi 0 23+00 e D L F. U w w m W Q O. OF - 6 oN O Qj J v s U o� N O O r - 04r N 00 n CD 0 S i ' N Oo LLJ w m �O I z Wi 0 ~ j U 6 z O CL a a I LJ- o Gar p u N Iz o5-: U5m >w LLJ w a 30 0 30 I ! o m Can ppg a I E i ' N IN FEET) w 1 Inch = 30 Feet -- -- — I r S i Q w E o z z� in a ALLE Y A STA 3 0+00 - 3 7+63 Ar= � � - _ I 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 S i Lu a a w it a i0 m� Lu C7 m w N 00 �Cq0 a IA �o Ln a w m� z a Q N I- U N 0 t; _ ... o W °o z I °C 0 Z o c J _ a. i IA LL m a a W'D m� �0� O A / 1 3 t if cOq °LL <U- o J mu STA 37+62.99 ALLEY A = STA 45+10.23 ALLEY B LU to L L L L m ILLL.LLL 1;� u - a ALLE Y A STA 3 0+00 - 3 7+63 Ar= � � - _ I 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 no Lu a a w it a uurr m m� Lu C7 m co Co 00 �Cq0 a w m a o Ln a ALLE Y A STA 3 0+00 - 3 7+63 Ar= � � - _ I 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 LLI Lu a a w it a uurr m N C co Co _ (ri .�- o w m a o Ln a w to LO o a 0 z I °C 0 Z a J _ a. - z W m a a � w o J <U- o J LU to w LLI J _ LL o o a w o a 0 z °C 0 a J a. a a � w o J N J a w w Q z F W Lu m h U 0 w rn 0 - SHEET SHEET NUMBER C-11 � N 14 � 21 20 ��� 19,I )jB ' " i i lb m Cl N I I J,-�o o Lo 18 _.... _. ............. I x � W ,410. m ca E .__ ........_; - z ' i > to m 18 1_6 0 �.. U w I I I >< mLL K 2 I 0m . U o� �No (n x�� Lu �Q ®V 3 7 BLD W m 7 � ............ ............ . . 45+00 Ptd. r U ........... ....... ....._. ................00 C/) C 40+a0 . +ixP 414.00 O+ - 44+GC � uj ao + € ALLEY w 5' LANDSCAPE BUFFER I E. KEY MAP CO) sC 4A VZ m 30 0 30 ( IN FEET ) 1 Inch = 30 Feet ��?�� N 14 13$� x��' 12 11 Cu m Cl N CMz LC)'" I I �® I �Q ��? o Lo 18 _.... _. ............. 0 C J a� J 'n LL V _._ . ................... V) m ca E .__ ........_; - z ' (D > to m 18 1_6 0 �.. U w J a mLL K 2 I 0m U o� �No (n Cn Lu �Q ®V c� LL. m � W m 7 � .... . . ... ............ ............ . . 45+00 Ptd. r U ........... ....... ....._. ................00 C/) O O+ Lo 0 � uj ao + € v w oOp PROPERTY LINE - 5Q ALLEY B STA 40+00 - 46+50 SCALE: 1" = 30' HORZ 1" = 3' VERT 20 N --__ N ::. to JAIt 0 U Cu m Cl N CMz LC)'" oN - 0 No 18 _.... _. ............. 0 C J a� J 'n LL V _._ . ................... V) m ca E .__ ........_; - z ' (D > 0w 1500 18 1_6 0 �.. U w J a mLL K 2 I 0m U o� �No (n 16 z 0 a �Q ®V c� LL. m � m 7 � .... . . ... ............ ............ . . ................ ......... U ........... ....... ....._. ................00 ... . O O+ Lo 0 � ao + € + .4- oOp N I!') . 14 ...............II ......... .. a .fl. ........ �II ....... p 14 fnII a ! wn II < N> ...i t _..._ ........ ........ ...... .. 5uJ A — w � PROFILE GRADE LINE 12 aw a- UJ 5 uJ �5 ui .. —0.47% _ .........� ____......... 0.47% _ a w. _ _ ;_.._. ;_._- 0.47% ..... 12 0.47% 10 7 10 EXISTING GRADE 8 ........ .............................. ...... . EXISTING GRADE .. ..... ....... . ... 6 ........ 1 15„ RCP ,.,...... _ _------- ------------- . _. _ ....... i 5” RCP 4 ....... ............. ....... 1 :.. ... ........ .:;� / ..... .... ......... __tel .� .. .................. 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W m WQ OI O F ON O Qj J 00 N p 04 00 NOD I I�I 1 I �I E I . 'I I I 1!I 'I I / �I 1 R4 KE 4" WHITE PAINT \ S� I '9' s• 9' I 24" WHITE PAINT STOP BAR R1-1 24"x24" STOP SIGN I 12" WHITE 1 CROSS WALK STRIPING I� I 24" WHITE 1 PAINT STOP BAR R1-1 24"x24" 1 STOP SIGN �I a �q R1-1 24"x24" STOP SIGN 24" WHITE PAINT STOP BAR 24"x30" RIGHT / 12" WHITE ►L CROSS WALK STRIPING a R5-1 30"00" / �.' a::' r::� e,;.,v: "aa --`.•-. DO NOT ENTER R1-1 24"x24" STOP SIGN a 24" WHITE\ - PAINT STOP BAR PARKING STRIPING--`-- / R5-1 30"x30"`a- O r O O ' CV 00 W �r Z o Sc m ti� ui u o Z Q a ii E M O � u 3 r t O } m IT1 > W I LLJ W Q V) Q 3UZ m LL m P ; O 7 B C lCL � i `•U ( IN FEET) I 1 Inch = 30 Feet m a w m _- - -?- z o 0 24" WHITE THERMOPLASTIC a STOP BAR \Aj R1-1 36"x36" STOP SIGN p & R3-5 30"x36" RIGHT //URN ONLY SIGN PAINT(TYP)JiM7i E9 dbS iVlhiB�PlE1 dL7 ,� f " \ / PER EDOT INDEX 17346 R5-1 30 x30" r DO NOT ENTER 12" WHITE / l11 f CROSS WALK R5-1 30"00" / STRIPING"° ! DO NOT ENTER / 4 1 V1, a��`� / /91 / 91 } �f / R1-1 24"x24. ? � '`�• a'' /r � f � WHITE THERMOPLASTIC 12°, WHITE THERMO- STOP SIGN `a4 ` ARROW PER FDOT PLASTIC CROSSWALK INDEX 1734 STRIPES (TYP.) 24°' WHITE PAINT STOP BAR DISABLED PARKING SIGN / (REFER TO DETAIL) COMMUNITY CENTER R5-1 30"x30" DO NOT ENTER b T12 WHITE :-~ _ _ - - - ; �� _ — 1 CROSS WALK \ / f� -3 ° �� 6' DOUBLE STRIPING / 6" WHITE YELLOW441 I \ 1 ` , - - _ = - _ - _. rt• i �i x3 I -- - R4-7 24"0 PAINT (TYP) _ _iL-._.- _'.__. --�_' I KEEP RIGHT _ - x --- — — I SYMBOL -- - - "••,� r —_ — 12" WHITE CROSS WALK STRIPING \rte/ '�` � ...- •------ �� — � I . uj woo on Lo —__ ,_ I _ _ Now Now ----- — —t<L �` — — _- -_ --- -- I_ Now -� Iam - C11 . ' C a m J 0 � z Lo C7 O z 0 Law F_ s c O U) Z 0 C_► 0 m m z z 0 CV ^ Q J LLI w Z z � Ld LLJ X:w U 71 N 0 - z J 0 � Q C7 O z w a. F_ s F_ O U) a. 0 Q 0 z z 0 CV 0 LLI w Z z � Ld LLJ X:w U 71 N 0 - SHEET SHEET NUMBER C-1 4 -4 r - co x U w m PH Va w M F cn v S O 0 N 0 .5-) Ln n N Ga GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND PERMITTING ANY REQUIRED DEWATERING PLAN. 2. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION. 3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH THE STRICTER OF THE QML OF ATLANTIC BEACH AND FDOT SPECIFICATIONS (LATEST EDITION). 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE -CAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE FABRICATION AND/OR INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 5. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS AND U11UTY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES (INCLUDE LIGHTING, POWER, TELEPHONE, CABLE, GAS, IRRIGATION, ETC...). 6. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES ARE SUBJECT TO THE REVIEW AND APPROVAL OF APPLICABLE AGENCIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 7. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE SIZES, STRUCTURES, AND ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT. 8. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY ENVIRONMENTAL PROTECTION AGENCY (EPA) PERMITTING WHERE REQUIRED. THIS INCLUDES FILING A NPDES NOTICE OF INTENT, IF REQUIRED. 9. ALL UNDERGROUND UTILITIES (INCLUDING CONDUIT & SLEEVES) MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION. 10. CONTRACTOR SHALL COORDINATE PRE -CONSTRUCTION CONFERENCE WITH AGENCIES HAVING JURISDICTION. 11. CONSTRUCTION SHALL ADHERE TO THE APPLICABLE GOVERNMENT AGENCY CRITERIA, PERMIT CONDITIONS, AS WELL AS SPECIFICATIONS PROVIDED BY OWNER. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER CONCERNING LIMITS OF CONSTRUCTION, TRANSITIONS, ETC. WHICH MAY NOT BE SHOWN ON THESE PLANS. 13. ANY ON-SITE WELLS NOT PROPOSED TO REMAIN ARE TO BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH 40D-3.517. 14. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, WETLANDS AND LAKE AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED. 15. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. 16. SEE FOOT DESIGN STANDARDS INDEX 001 FOR STANDARD ABBREVIATIONS DENOTED IN THIS PLAN SET. 17. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS -BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH A COMPACT DISK CONTAINING THE ELECTRONIC COPY OF THE AUTOCADD DRAWING FILE OF EACH SHEET AND FIVE SETS OF SIGNED AND SEALED PRINTS. THE "AS -BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: a. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. b. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. c. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. d. DIMENSIONS AND ELEVATIONS OF STORWATER CONTROL STRUCTURES (WEIRS, SKIMMERS, GRATES, ORIFICES, ETC.) e. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. f. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. g. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. h. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. I. NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS -BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS -BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. SITE PLAN AND COORDINATE GEOMETRY NOTES 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTIUTIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. DIGITAL OR ELECTRONIC REPRESENTATION OF THESE CONSTRUCTION PLANS DOES NOT CONSTITUTE A COORDINATE CONTROL MAP OR MATHEMATICALLY CONTROLLED INFORMATION FOR THE USE OF CONSTRUCTION STAKEOUT. IT IS THE RESPONSIBILTY OF THE CONTRACTOR AND/OR THE CONTRACTOR'S SURVEYOR TO ENSURE THAT ANY DIGITAL OR ELECTRONIC REPRESENTATION OF THESE PLANS IS IN COMPLETE CONFORMANCE WITH ALL OF THE NOTATIONS, SPECIFICATIONS, DETAILS AND OTHER DATA APPEARING ON OR AS MAY BE DERIVED FROM THESE CONSTRUCTION PLANS. 5. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, BACK OF CURB OR CENTERLINE OF STRUCTURE, UNLESS NOTED OTHERWISE. SURVEY NOTES 1. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY PROVIDED BY 2. VERTICAL DATUM: THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD 1988. 3. ALL CONCRETE WALKS, FOUNDATIONS, & PARKING ARE CRACKED & DETERIORATED. 4. BEARINGS BASED ON DEED SHOWN HEREON. 5. UNDERGROUND ENCROACHMENTS NOT LOCATED BY THIS SURVEY. 6. PARKING STRIPING IS NO LONGER VISIBLE. PAVING, GRADING & DRAINAGE NOTES 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO 13E EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, 7HE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 5. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THE PLANS. 6. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIAL, CONTRACTOR TO PROVIDE A 1'(W) RIBBON CURB AT THE ABUTMENT OF SPECIALTY PAVEMENT AND ASPHALT, REFER TO PLANS. 7. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 8. ALL UNPAVED DISTURBED AREAS WITHIN PUBLIC RIGHT OF WAY SHALL BE SODDED UNLESS ADDRESSED SPECIFICALLY ON LANDSCAPE PLAN. ALL OTHER AREAS NOT SPECIFICALJ_Y ADDRESSED ON LANDSCAPE PLANS MUST BE STABILIZED AT THE CONCLUSION OF EARTH DISTURBING ACTIVITIES. CONTRACTOR MAY SEED & MULCH SLOPES FLATTER THAN 12:1 BUT IS RESPONSIBLE FOR ACHIEVING STABILIZATION FREE OF WASH -OUTS. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE SOILS TESTING AIVD SUBMITTING TESTING TO OWNER'S ENGINEER ON A WEEKLY BASIS. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE REQUIRED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS WORK. UPON THE COMPLETION OF THIS WORK, SOILS ENG114EER WILL SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 10. A QUALIFIED TESTING LABORATORY SELECTED BY THE OWNER SHALL PERFORM ALL MATERIALS TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. 11. MIXING IN PLACE OF SOIL CEMENT WILL NOT BE ALLOWED. 12. CONTRACTOR TO FINISH ALL EXPOSED BACK OF CURB. 13. COMPACTED SUB -GRADE SHALL BE MECHANICALLY MIXED TO THE SPECIFIED DEPTH PRIOR TO GRADING, COMPACTION AND TESTING 14. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL, IRRIGATION, CABLE TV AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. CONTRACTOR TO COORDINATE INSTALLATION OF ANY ADDITIONAL CONDUIT LOCATIONS WITH OWNER. 15. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE STRICT OF CITY OF ATLANTIC BEACH OR FDOT STANDARDS AND SPECIFICATIONS. 16. ALL CURB CUT RAMPS TO BE CONSTRUCTED PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS (FDOT INDEX 304) AND BE ADA COMPLIANT INCLUDING USE OF TRUNCATED DOME TACTILE SURFACE. 17. ALL EARTHWORK PLACEMENT OF FILL AND PAVEMENT PREPARATION TO CONFORM TO THE MORE STRICT OF THE CITY OF ATLANTIC BEACH TECHNICAL SPECIFICATIONS OR THE PRO IEill GEOTECHNICAL ENGIN R' RECOMMENDATIONS. 18. TERMINATION OF BOTH FDOT TYPE "F" AND 6" VERTICAL CURB SHALL INCLUDE A 3' TRANSITION TO FLUSH UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. 19. EXTRA MATERIAL IS REQUIRED PER FDOT INDEX 205 (SHEET 1 OF 5) AROUND STORNI PIPE MEETING COVER CRITERIA OF SAID INDEX. 20. JOINTS OF STORM SEWER SHALL BE STAGGERED FOR CROSSINGS OF THE SANITARY SEWER WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE SO THAT THE PIPE BELL IS NOT LOCATED AT THE CROSSING. 21. AS A COST SAVINGS MEASURE STORM STRUCTURES WITH MULTIPLE PIPE CONNECTIONS MAY BE OFFSET FROM THE CENTER OF THE STRUCTURE TO REDUCE THE OVERALL STRUCTURE: SIZE. CONTRACTOR IS TO COORDINATE OFFSET CONNECTIONS WITH APPROPRIATE SUB CON"FRACTORS INCLUDING PROJECT SURVEYOR. 22. POND T.O.B. LINE INDICATES TOP OF BANK; I.E., THE POINT AT WHICH THE SLOPE BE -GINS. 23. CONTRACTOR TO UTILIZE SAME PAVEMENT BASE OPTION MATERIAL FOR ALL PAVING 'WITHIN PROJECT. 24. ALL STORM DRAIN STRUCTURES TO CONFORM THE "FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" MANUAL DATED 2014 OR LATEST EDITION. 25. ALL PROPOSED STORM GRATES, RING & COVERS AND SANITARY SEWER RING & COVERS TO MEET H-20 LOADING RATING. ALL STORM GRATES TO BE HOT DIPPED GALVANIZED RETICUUNE STEEL GRATES. ALL EXISTING STRUCTURES TO BE MODIFIED AS REQUIRED TO MEET H-20 LOAD RATING AND ADJUSTED TO MEET PROPOSED GRADE. PRIVATE MANHOLES TO BE LABELED "SANITARY" OR "STORM" AND MANHOLES LOCATED WITHIN PUBLIC RIGHT-OF-WAY OF EASEMENTS SHALL HAVE THE GOVERNING AGENCY MASCOT & LETTERING. 26. STANDARD INDEXES REFER TO THE LATEST EDITION OF THE "FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM". CONTRACTOR SHALL REFER TO SAID INDEX FOR ADDITIONAL DETAILS AND INFORMATION NOT SHOWN ON THESE PLANS. 27. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. SUBSTITUTION OF RCP WITH OTHER MATERIAL (PVC, HDPE, ADS, ETC.) WILL NOT BE PERMITTED. 27.1. IF SPECIFIED, HDPE PIPE SHALL BE SMOOTH INTERIOR, CORRUGATED EXTERIOR, WITH INTEGRAL GASKETED WATER -TIGHT JOINT MEETING ASTM F 477 AND ASTM D 3212. 28. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURE. ALL PIPE LENGTHS INCLUDE END TREATMENT (FES & MES). CONTRACTOR SHALL VERIFY ALL QUANTITIES IN SUBMITTAL OF BID, AND INFORM ENGINEER OF ANY DISCREPANCIES. 29. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACK FILL. CONTRACTOR TO NOTIFY THE ENGINEER AND APPLICABLE AGENCIES 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. 30. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE: STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. 31. ALL MITERED END SECTIONS ON SIDE DRAIN PIPES AT DRIVEWAY ENTRANCES TO FDO' ROADWAYS MUST BE IN ACCORDANCE WITH INDEX NO. 273. 32.LIMEROCK AND COMPACTED BASE RUST BE REMOVED FROM ALL AND AP AREAS 33. SITE CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR REGARDING BACKFILL WITHIN LANDSCAPE ISLANDS. BACKFILL VOLUME TO BE ADJUSTED TO ACCOUNT FOR ADMIXTURE REQUIREMENTS SHOWN ON LANDSCAPE PLANS. 34. LANDSCAPE BEDS TO BE FINE GRADED TO PROVIDE POSITIVE DRAINAGE PRIOR TO INSTALLATION OF PLANT MATERIAL SIGNING AND PAVEMENT MARKING NOTES 1. ALL SIGNS AND PAVEMENT SHALL CONFORM TO THE U.S. DEPARTMENT OF TRANSPORTATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" 2009 EDI11ON INCLUDING REVISION DATED MAY 2012 AND THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (DATED 2013). 2. ALL PAVEMENT MARKINGS SHALL BE LEAD-FREE, NON -SOLVENT BASED THERMOPLASTIC, COMPLIANT WITH SECTION 711 OF STANDARD SPECIFICATIONS, AND LISTED ON QPL, UNLESS NOTED OTHERWISE. 3. PAINTED PAVEMENT MARKINGS SHALL COMPLY WITH SECTION 710 OF STANDARD SPECIFICATIONS AND BE LISTED ON QPL. (TWO COATS APPLIED 14 DAYS APART) 4. ALL PAVEMENT MARKINGS TO BE REMOVED SHALL BE PERFORMED BY HYDROBLASTING. 5. THE SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENTS TO COMPLY WITH MUTCD PLACEMENT CRITERIA. 6. ANY EXISTING SIGN TO REMAIN THAT IS DISTURBED DURING CONSTRUCTION OR RELOCATED SHALL BE RESET TO CURRENT STANDARDS FOR HEIGHT, OFFSET AND METHOD OF INSTALLATION. 7. CAUTION SHALL BE EXERCISED WHILE RELOCATING EXISTING SIGNS SO AS TO PREVENT DAMAGE TO THE SIGNS. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE ENGINEER, THEY SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LENGTH OF THE COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. 9. THE CONTRACTOR SHALL USE W -SHAPE STEEL POST FOR ALL MULTI -POST SIGNS. ALUMINUM ROUND TUBES SHALL BE USED FOR ALL SINGLE POST SIGNS. 10. ACCESSIBLE SPACES SHALL BE MARKED AND SIGNED IN ACCORDANCE WITH FDOT INDEX 17346 UNLESS OTHERWISE NOTED. SAFETY NOTES 1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. 2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC (MOT) PLAN MUST BE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER AND APPROVED BY APPLICABLE AGENCIES PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 3. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 4. CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFETY EQUIPMENT IN ACCORDANCE WITH BOTH CONTRACTOR'S HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING IT'S EMPLOYEES AND SUB CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUB CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. a. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS AND FLORIDA TRENCH SAFETY ACT. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. b. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND U1ILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. c. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATIOWIT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. d. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE STATE ONE CALL AT 800-432-4770. TESTING SCHEDULE ITEM TEST TEST FREQUENCY EMBANKMENT OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99-57 (METHOD C), NO TOLERANCE ONE PER 500' HORIZONTALLY, IN ONE 1 FOOT LIFTS ( ) GRADATION 1- 1 500' SECTION PER ER LIFT / PROCTOR 1-T180 PER MATERIAL TYPE PROCTOR 5-525 PER MATERIAL TYPE DENSITY 1-T238 1/500' SECTION PER LIFT UTILITY TRENCH BACKFILL OVER PIPELINES AND AROUND STRUCTURES FROM R.O.W. LINE TO R.O.W. LINE _3 o OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99-57 (METHOD C), NO TOLERANCE (SEE NOTES 1 AND 2 ) OVER PIPELINES AND AROUND STRUCTURES OUTSIDE THE R.O.W. LINE OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99-57 (METHOD C), NO TOLERANCE (SEE NOTE 1) STABILIZED SUBGRADE OPTIMUM MOISTURE / MAXIMUM DENSITY PER MATERIAL TYPE MINIMUM 40 LBR PER MATERIAL TYPE (SEE NOTE 4) MINIMUM 20 LBR (FOR SOIL CEMENT ONLY) SAME AS FOR 40 LBR (SEE NOTE 4) 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM D1557-70), NO TOLERANCE (SEE NOTE 3) BASE (OTHER THAN SOIL CEMENT OR CRUSHED CONCRETE) OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOURCE MINIMUM 100 LBR PER SOURCE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM D1557-70), NO TOLERANCE (SEE NOTE 3) GRADATION, ATTERBERG LIMITS PER SOURCE SOIL CEMENT BASE MIX DESIGN PER MATERIAL TYPE OPTIMUM MOISTURE / MAXIMUM DENSITY PER MATERIAL TYPE DAILY PROCTOR 1-T180 PER MATERIAL TYPE COMPRESSIVE STRENGTH SPECIMENS ONE SET OF THREE (3) PER MATERIAL TYPE DAILY TEST CORES, THICKNESS (SEE NOTE 3) 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T134, NO TOLERANCE (SEE NOTE 3) CRUSHED CONCRETE BASE MINIMUM LBR 150 3/STREET TO OBTAIN AN AVERAGE OF 150 LIQUID LIMIT AS DETERMINED BY AASHTO T80 (LESS THAN 25) PER MATERIAL TYPE PLASTICITY INDEX AS DETERMINED BY AASHTO T90 (LESS THAN 4) PER MATERIAL TYPE ABRASION PER LOS ANGELES ABRASION (FM-1TO90) (50 MIN) PER MATERIAL TYPE 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 PER MATERIAL TYPE CONCRETE SLUMP TEST ONE PER SET OF CYLINDERS COMPRESSIVE STRENGTH CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR 100 CY OR FRACTION THEREOF AIR CONTENT ONE PER SET OF CYLINDERS SUPERPAVE ASPHALT AGGREGATE ANALYSIS PER FDOT DESIGN MIX ONE PER FOOT APPROVED TYPE BITUMEN CONTENT PER FDOT THICKNESS (SEE NOTE 3) MAXIMUM SPECIFIC GRAVITY (GMM) PER FDOT 92% OF LAB DENSITY (LESS THAN 90% AREA MUST BE REMOVED AND REPLACED) (SEE NOTE 3) 1. TESTS SHALL BE LOCATED NO MORE THAN 500 FT APART. TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART THAN ONE1 () FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH ONE (1) FOOT OF UFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN ONE (1) FOOT LIFTS. FOR ALL TYPE PIPE, FILL TO BE COMPACTED BENEATH THE HAUNCHES USING SUITABLE TAMPERS. FOR PIPE LESS THAN 24" IN DIAMETER, BACKFILL IN APPROPRIATE LIFTS AND TEST FROM THE TOP OF THE PIPE AND EVERY ONE (1) FOOR VERTICALLY THEREAFTER. FOR PIPE 24" TO 72" IN DIAMETER, BACKFILL IN APPROPRIATE LIFTS AND TEST FROM THE SPRINGLINE AND EVERY ONE1 () FOOT VERTICALLY THEREAFTER. FOR PIPE LARGER THAN 72", TESTS SHALL BEGIN ONE (1) FOOT ABOVE THE BASE OF THE TRENCH. 2. FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY (AASHTO-T99) PER FDOT SPECIFICATIONS SUBARTICLE 125-9.2.1. Scq oats, F� 3. TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN ONE (1) TEST PER STREET. NO CORE SHALL BE LESS THAN SPECIFIED MINIMUM THICKNESS. 4. TESTING FOR THE SUBGRADE BEARING CAPACITY AND COMPACTION SHALL BE LOCATED NO MORE THAN 500 FT APART AND SHALL BE STAGGERED TO THE LEFT, RIGHT, AND ON THE CENTERLINE OF THE ROADWAY. THERE SHALL BE NO LESS THAN THREE (3) TESTS PER STREET TO OBTAIN AN AVERAGE LBR 40 VALUE. HILLSBOROUGH COUNTY MAY RESERVE THE RIGHT TO SAMPLE AND TEST ANY MATERIAL UTILIZED IN THE CONSTRUCTION OF THE SUBGRADE. TESTING SHALL BE IN ACCORDANCE WITH THE TESTING SCHEDULE OF THIS MANUAL (ABOVE) AND APPLICABLE FDOT STANDARD SPECIFICATIONS FOR THE ROAD AND BRIDGE CONSTRUCTION (EXCEPT FOR THE REQUIREMENTS OF CQC). INSPECTION OF THE SUBGRADE SHALL BE CONDUCTED BY THE ENGINEER OF RECORD, THE PGMD INSPECTOR, AND SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO BASE CONSTRUCTION. CONTRACTOR SHALL CALL 'SUNSHINE STATE ONE CALL" 1-800-432-4770 A MINIMUM OF 2 -DAYS AND A MAXIMUM OF 5 -DAYS PRIOR TO START OF CONSTRUCTION. o 0 0 11 - co co W �T_ z w� z U O w 0 z a a F m U 0 N N tA ch0 Z OL _3 o r m w 00 o n 0 o w w za Ina 10) w N It i T71 v, I N N tA W U LLJ° a Z OL _3 o Z CO N U) �N tA U(DLL Q i O old Lu N (D m Woo O F_ w w �M° LIL �t-�m W OLL O J a7 �c a U0 Lu Y (00 o 0-60 0) a o° J lY�a J w 0) WC LL d 0 O CV N Il Z LV N co o: W U C7 0 w w w Lua Q Z o_ w W � Ld 0 a W w N CV C c Co Lo 6 W �.-� d:�> LL i T71 v, I LLJQ o O old w F_ w w O F_ O �- Z a J Lu O CV Z W C7 w Q Z F w � Ld 0 W a SHEET NUMBER C-1 5 W N o to n ulLo L w �o w E Z M d 6 J 3 0 J F w 9 0 x U w w m cnQ w NUMBER OF PANELS VARIES ASPHALT CONCRETE PAVEMENT CONCRETE PAVEMENT JOINTING PLAN N.T.S. NOTES: 1. LOCATION OF JOINTS ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. CONTRACTOR IS TO LOCATE JOINTS TO ASSURE THEY DO NOT ALIGN WITH BUILDING DOWNSPOUTS. 2. CONTRACTOR TO PREVENT TRAFFIC (INCLUDING CONCRETE DELIVERY TRUCKS) FROM RUTTING AND SOFTENING FINISHED COMPACTED SUB -BASE PRIOR TO CONCRETE PLACEMENT. 3. ALL COLD CONSTRUCTION JOINTS TO UTILIZE TYPE 'C' KEYWAY JOINTS. 4. REFER TO PLAN VIEW FOR JOINT LOCATIONS. LE113 i3m ALV. CAP FTP -21-06 �111-6" X V-6") ------ FTP -21-06 PA"'PosQNG BBY 1 1-6" X 1'-0") �LNY i� FTP -22-06 Xw FlN(1-0" X 6") 818ij'F3E 2" DIA. X 0.188 GALV. STEEL TUBE ��IEMBEDDED 3' INTO CONCRETE FILLED PIPE. CROWN CONCRETE, SMOOTH FINISH, RIME AND PAINT WITH 2 COATS SAFETY YELLOW EPDXY ENAMEL. 7" DIA. EXTRA STRONG STEEL PIPE FILLED TH CONCRETE. PRIME AND PAINT WITH 2 OATS SAFETY YELLOW EPDXY ENAMEL. i._.I FINISH PAVEMENT GRADE 18" SONOTUBE FILLED WITH CONCRETE. L,COMPACTED GRANULAR BACKFILL. NDISTURBED SUBGRADE NOTE: • SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. • CONTRACTOR MAY SUBSTITUTE FTP -20-06 IN LIEU OF FTP -21-06. • AS AN ALTERNATE, OWNER MAY ELECT TO INSTALL ALUMINUM POST (PER FDOT INDEX 11860) PLUS WHEEL STOPS IN LIEU OF 7" CONCRETE FILLED POLE. • ACCESSIBLE SPACES SHALL BE MARKED IN ACCORDANCE WITH FDOT INDEX 17346 UNLESS OTHERWISE NOTED. DISABLED PARKING SIGN DETAIL NTS V) z Q Z 0 3r 0 00 J L z d IL o� N 0 HALF ROUND KEYWAY o� N 0 --i 0.1 D TRAPEZOIDAL KEYWAY 0.75" R v A' 6" 7" :e•' e• 2'-0" MIAMI TYPE CURB �► 6" a N a VlJ C O d d G 8" 18" MOD. TYPE 'F' CURB TYPE 'D' CURB R I� Ln 1�3�a r d G14 1 Lr 2 16" TYPE 'A' CURB FLUSH CURB t7.O TE:_ 3,000 PSI FIBER REINFORCED CONCRETE • JOINTS PER FLORIDA CONCRETE PRODUCTS ASSOCIATION, INC. GUIDELINES 40 FT RIGHT OF WAY z =I I 20 FT FIRE LANE I 15 FT I 8.83 FT 8" 6 FT PARALLEL PARKING �- SOD w 10'Ld 3.5 FT 4 FT 2 FT 7.5 FT 7.5 FT 1' PAVEMENT I I ASPHALT BASE SOD SIDEWALK RESIDENTIAL RESIDENTIAL FLUSH CURB \_ PAVER PARKING WITH GEOWEB (SEE PAVER PARKING SECTION) 6' 6' I� �a VARIES _NEIGHBORHOOD PGL & PARKING IVARIES PGL VARIES 1 I 0.57 3% _ 3%_ -0.5x a TYPE D CURB y •.:.; ,'+ a N . z SOD STRUCTURAL FILL 6" TEXTURED GEOWEB COMPACTED SUBGRADE GEOWEB FIRE LANE SECTION 3-1/8" PERMEABLE INTERLOCKING CONCRETE PAVER (COLOR & STYLE TO BE SELECTED BY OWNER) BEDDING PER MANUFACTURER SPECIFICATIONS NONWOVEN GEOTEXTILE PER MANUFACTURER'S SPECIFICATIONS FDOT #57 STONE _ 4" DEEP PERFORATED GEOWEB SECTION I=III—III—I 1=I 1—III I I_711-111 --I NONWOVEN GEOTEXTILE PER MANUFACTURER'S SPECIFICATIONS I i� I I I I I_ I =1 1=1 I =1 I I I III—I T 1—IT—I COMPACTED SUBGRADE PAVER PARKING SECTION 6" THICK CONCRETE--// 20' RIGHT OF WAY 5' J �- w J w 10'Ld � Q PAVEMENT MIAMI CURB ASPHALT BASE SUB -BASE FLUSH CURB \_ PAVER PARKING WITH GEOWEB (SEE PAVER PARKING SECTION) 6' 6' I� �a _NEIGHBORHOOD ROADWAY W/ FLUME & PARKING IVARIES PGL VARIES 0 O o a 40 FT RIGHT OF WAY Lu E J Z a N . z J 20 FT FIRE LANE � a N w r O W CV Z I� I �I 15 FT 8.83 FT 8" 6 FT r W L a 1 a PARALLEL PARKING SOD m 3.5 FT 4.67 FT 1.3' 7.5 FT 7.5 FT 1' SOD SIDEWALK RESIDENTIAL RESIDENTIAL I TRIES1 I AMAX VARIES 0.5%_ PGL 3% 37 0.57 TYPE 'D' CURB 6" THICK CONCRETE PAVEMENT FDOT 'A' CURB ASPHALT7 BASE SUB -BASE FLUSH CURB PAVER PARKING WITH GEOWEB (SEE PAVER PARKING SECTION) NEIGHBORHOOD ROADWAY W/ INLET & PARKING SOD STRUCTURAL FILL 6" TEXTURED GEOWEB COMPACTED SUBGRADE GEOWEB FIRE LANE SECTION 3-1/8" PERMEABLE INTERLOCKING CONCRETE PAVER (COLOR & STYLE TO BE SELECTED BY OWNER) BEDDING PER MANUFACTURER SPECIFICATIONS NONWOVEN GEOTEXTILE PER MANUFACTURER'S SPECIFICATIONS FDOT #57 STONE _ 4" DEEP PERFORATED GEOWEB SECTION I=III—III—I 1=I 1—III I I_711-111 --I NONWOVEN GEOTEXTILE PER MANUFACTURER'S SPECIFICATIONS I i� I I I I I_ I =1 1=1 I =1 I I I III—I T 1—IT—I COMPACTED SUBGRADE PAVER PARKING SECTION PROPOSED PAVEMENT SECTION REMOVE EXISTING PAVEMENT AND MATCH SAW CUT EDGE 1 --�EXISTING PAVEMENT SEC11ON WITH PROPOSED PAVEMENT SAW CUT EXISTING' BASE- TO REMAIN TO BE USED WHERE PROPOSED PAVEMENT AND BASE WILL BE CONNECTED TO EXISTING PAVEMENT AND BASE. PAVEMENT JOINT NTS CONCRETE PAVEMENT SUB -BASE ALLEY SECTION FLEXIBLE PAVEMENT 1-1/2" ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) [25% RAP MAX] 6" CRUSHED CONCRETE BASE COMPACTED TO 98% OF THE MODIFIED PROCTOR (ASTM D-1557) MAX. DRY DENSITY. (MIN. LBR VALUE OF 150 12" FDOT TYPE 'B' STABILIZED SUBBASE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM D-1557. (MIN. LBR OF 40) STRUCTURAL FILL UNDER SUBGRADE STRUCTURAL FILL UNDER SUBGRADE SHALL BE COMPACTED TO A UNIFORM DENSITY OF NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557 IN LIFTS NOT EXCEEDING 12". ASPHALT CONCRETE RAP QUANTITIES AND MIX DESIGN GRADATION SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ENGINEER WILL NOT APPROVE MIX DESIGN AT THE EXTREME LIMITS OF FDOT SPECIFICATIONS. CONCRETE PAVEMENT 6" THICK 4,000 PSI FIBER REINFORCED PORTLAND CEMENT CONCRETE 12" FREE DRAINING SUBGRADE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM D-1557. NOTE: A. INSTALL CONTROL & ISOLATION JOINTS IN ACCORDANCE WITH FLORIDA CONCRETE AND PRODUCTS ASSOCIATION, INC. GUIDELINES PAVEMENT SECTION DETAILS o 0 0 N co W r Z w c z Z 0 o LLI 'o z f g a- LL a I i Z O m I w Lj U I LLJ U N I L lz la C13 d U W 3 m w m s o z o w I z 0 D N m 0 tAl a Z 7 oo j j N$ Z �N O � J U. tA Q3 0 L Uj N(01 o W(0o -00 U. W Oa 0 x U u - Y coo o H ui a�° m o0 0 Q O c U i u) (y J IL 0 Q r cV) � N a. W N coO oQ o w EL m w a 5' 20' RIGHT OF WAY 5' J �- w J w 10'Ld � Q a co Q w� I 6' 6' I� �a w IVARIES PGL VARIES 0 O o a I.i Lu E J Z a N . PROPOSED PAVEMENT SECTION REMOVE EXISTING PAVEMENT AND MATCH SAW CUT EDGE 1 --�EXISTING PAVEMENT SEC11ON WITH PROPOSED PAVEMENT SAW CUT EXISTING' BASE- TO REMAIN TO BE USED WHERE PROPOSED PAVEMENT AND BASE WILL BE CONNECTED TO EXISTING PAVEMENT AND BASE. PAVEMENT JOINT NTS CONCRETE PAVEMENT SUB -BASE ALLEY SECTION FLEXIBLE PAVEMENT 1-1/2" ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) [25% RAP MAX] 6" CRUSHED CONCRETE BASE COMPACTED TO 98% OF THE MODIFIED PROCTOR (ASTM D-1557) MAX. DRY DENSITY. (MIN. LBR VALUE OF 150 12" FDOT TYPE 'B' STABILIZED SUBBASE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM D-1557. (MIN. LBR OF 40) STRUCTURAL FILL UNDER SUBGRADE STRUCTURAL FILL UNDER SUBGRADE SHALL BE COMPACTED TO A UNIFORM DENSITY OF NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557 IN LIFTS NOT EXCEEDING 12". ASPHALT CONCRETE RAP QUANTITIES AND MIX DESIGN GRADATION SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ENGINEER WILL NOT APPROVE MIX DESIGN AT THE EXTREME LIMITS OF FDOT SPECIFICATIONS. CONCRETE PAVEMENT 6" THICK 4,000 PSI FIBER REINFORCED PORTLAND CEMENT CONCRETE 12" FREE DRAINING SUBGRADE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM D-1557. NOTE: A. INSTALL CONTROL & ISOLATION JOINTS IN ACCORDANCE WITH FLORIDA CONCRETE AND PRODUCTS ASSOCIATION, INC. GUIDELINES PAVEMENT SECTION DETAILS o 0 0 N co W r Z w c z Z 0 o LLI 'o z f g a- LL a I i Z O m I w Lj U I LLJ U N I L lz la C13 d U W 3 m w m s o z o w I z 0 D N m 0 tAl a Z 7 oo j j N$ Z �N O � J U. tA Q3 0 L Uj N(01 o W(0o -00 U. W Oa 0 x U u - Y coo o H ui a�° m o0 0 Q O c U i u) (y J IL 0 Q r cV) � N a. W N coO oQ o w EL m w a J Q Q a co Q (Ls Lo lM W F- 0 O o a I.i Lu E J Z Z N . Q J m � a N r O W CV Z `o w Z W W L a J Q Q W Q o O 0 W F- 0 O a z Q J � a r O W CV Z w Z W U � a SHEET NUMBER C-1 6 3 0 J w 9 0 co VARIABLI INLINE DRAIN Il rl 1 Ll \ 11 VI I I VlI JI\L 1 r%L"r%I I LI\ IIVLIIVL VI\liIIV YARD DRAIN DETAIL NOT TO SCALE i; 196 MIN. 0.2' 8. ±117' --- 0 I � I o u ; 1 PAD ELEVATION INLINE DRAIN J FINISHED FLOOR — _ _ �PADDEVATION I — — -— — C) TO _ Z SWALE 1% MIN. w —�- TO DRIVE AISLE M • I 1 + 0 m ,+,++ o z PROPOSED BACK a 14......... U I� ' 0 Lu �I OF MIAMI CURB14 z a INLINE DRAIN Il rl 1 Ll \ 11 VI I I VlI JI\L 1 r%L"r%I I LI\ IIVLIIVL VI\liIIV YARD DRAIN DETAIL NOT TO SCALE w z Lu 1% MIN. . 196 MIN. 0.2' 8. ±117' --- 0 - - I o FlNISHED FLOOR e 1 PAD ELEVATION INLINE DRAIN J FINISHED FLOOR — _ _ �PADDEVATION I — — -— — C) TO _ Z SWALE 1% MIN. w INLINE DRAIN Il rl 1 Ll \ 11 VI I I VlI JI\L 1 r%L"r%I I LI\ IIVLIIVL VI\liIIV YARD DRAIN DETAIL NOT TO SCALE POND CROSS SECTION HORIZONTAL SCALE: 111 = 20' VERTICAL SCALE: 111 = 2' ALL DRAINAGE TO STREET LOT GRADING Sm DRAINAGE BOTH TO STREET AND TO REAR LOT LINE TYPICAL LOT GRADING DETAILS N.T.S. CLOSED FLUME FD T INDEX 16 DRIVE T.O.B. AISLE 6 8 SOD 5.5' 1.75' 1 . 4 00 r DITCH LINING RUBBLE PER SECTION 530 FDOT STD. SPEC. ASPHALT Jb PAVEMENT 4- 4 : N I 6" FDOT TYPE D-2 GEOTEXTILE FABRIC GALV. RETICULINE -E (LIGHT DUTY) W/ SIDES 'YPE "D" INLET ED) EL. = 11.15 W Z 0 J - o� � c0 N 3 POND WIDTH VARIES ±117' --- t - JOPNZ w - - 3 E O Y fn ll� (SOD WITH SAND GROWN SOD) 0a 0o W C) TO DRIVE AISLE Z w —�- TO DRIVE AISLE M IAUUa + 0 m ,+,++ o z PROPOSED BACK a 14......... U I� ' 0 Lu �I OF MIAMI CURB14 z a ........ ... .................................... . ... ...... _ ..... ...._........ ............ a ...._._. o o LL Z VJ^ m o L W0) m w w En J x O t0 -LL 0 ¢I3 2 3Iz M� Z PR POSED BACK OF m I o N O la 0 m Q Fn m TYPE A CURB 0 J w v♦ IU ILCL2 J Q .0 V .......................... .................... o.. U 0 F= o m d o Q D POND BOTTOM= 10.0 a. w IL w 1 "� N IL 0 10 EXISTING GRAD 0.5' PROPOSED GRADE 0.5' N $ ...... .. ±S GWT 6 6 POND CROSS SECTION HORIZONTAL SCALE: 111 = 20' VERTICAL SCALE: 111 = 2' ALL DRAINAGE TO STREET LOT GRADING Sm DRAINAGE BOTH TO STREET AND TO REAR LOT LINE TYPICAL LOT GRADING DETAILS N.T.S. CLOSED FLUME FD T INDEX 16 DRIVE T.O.B. AISLE 6 8 SOD 5.5' 1.75' 1 . 4 00 r DITCH LINING RUBBLE PER SECTION 530 FDOT STD. SPEC. ASPHALT Jb PAVEMENT 4- 4 : N I 6" FDOT TYPE D-2 GEOTEXTILE FABRIC GALV. RETICULINE -E (LIGHT DUTY) W/ SIDES 'YPE "D" INLET ED) EL. = 11.15 W Z 0 J I iF� SWALL 1Z MIN. — LOT GRADING TYPE 'C'n ALL DRAINAGE TO REAR LOT LINE 4" THK. 3,000 6" 2' PSI CONCRETE a � . ° 41 s BRICK ENERGY DISSIPATORS NOTE: 1. EXISTING PAVEMENT, BASE, AND STABILIZED SUB -GRADE SHALL BE REMOVED WITHIN LIMITS OF POND AND ADJACENT GREENSPACE. 2. ALL FILL REQUIRED WITHIN POND LIMITS AND ADJACENT GREENSPACE SHALL BE CLEAN, INORGANIC, GRANULAR SOIL (FINE SAND) WITH A FINES CONTENT OF NO MORE THAN FIVE PERCENT. 3. PROJECT GEOTECHNICAL ENGINEER MUST APPROVE FILL MATERIAL AND WITNESS PLACEMENT. 4. NO MUCK GROWN SOD IS PERMITTED WITHIN THE POND LIMITS. ALL SOD WITHIN THE POND SHALL BE SAND GROWN. 5. CONCRETE PAVING BENEATH SKIMMER SHALL HAVE 1 WEEP HOLE PER 10SF (FDOT INDEX 281). STRUCTURES WITH 'V' GRADING SHALL HAVE TWO WEEP HOLES (ONE LOCATED IN VALLEY ON EACH SIDE). J" THK. DISAPPEARING GREEN FIBERGLASS SKIMMER. CHANNEL SIDE MOUNT W/ STAINLESS STEEL HARDWARE ATTACHED PER MANUFACTURER'S SPECIFICATIONS A" THK. ALUMINUM WEIR PLATE ATTACHED WITH J" STAINLESS STEEL BOLTS ® 9" 0. C. ALUMINUM WEIR PLATE -11.108 1, i ' - m 6" BELOW CREST EL. (MIN.) C POND BOT. 0 EL.=10.0 12" 1 ao 12" 8 Q a 4" THICK CONCRETE PAVING (3,000 PSI) CONTROL STRUCTURE - o� � c0 N 3 aa., `k �- t - JOPNZ w a o�z 3 E O Y fn ll� ¢ - a I I iF� SWALL 1Z MIN. — LOT GRADING TYPE 'C'n ALL DRAINAGE TO REAR LOT LINE 4" THK. 3,000 6" 2' PSI CONCRETE a � . ° 41 s BRICK ENERGY DISSIPATORS NOTE: 1. EXISTING PAVEMENT, BASE, AND STABILIZED SUB -GRADE SHALL BE REMOVED WITHIN LIMITS OF POND AND ADJACENT GREENSPACE. 2. ALL FILL REQUIRED WITHIN POND LIMITS AND ADJACENT GREENSPACE SHALL BE CLEAN, INORGANIC, GRANULAR SOIL (FINE SAND) WITH A FINES CONTENT OF NO MORE THAN FIVE PERCENT. 3. PROJECT GEOTECHNICAL ENGINEER MUST APPROVE FILL MATERIAL AND WITNESS PLACEMENT. 4. NO MUCK GROWN SOD IS PERMITTED WITHIN THE POND LIMITS. ALL SOD WITHIN THE POND SHALL BE SAND GROWN. 5. CONCRETE PAVING BENEATH SKIMMER SHALL HAVE 1 WEEP HOLE PER 10SF (FDOT INDEX 281). STRUCTURES WITH 'V' GRADING SHALL HAVE TWO WEEP HOLES (ONE LOCATED IN VALLEY ON EACH SIDE). J" THK. DISAPPEARING GREEN FIBERGLASS SKIMMER. CHANNEL SIDE MOUNT W/ STAINLESS STEEL HARDWARE ATTACHED PER MANUFACTURER'S SPECIFICATIONS A" THK. ALUMINUM WEIR PLATE ATTACHED WITH J" STAINLESS STEEL BOLTS ® 9" 0. C. ALUMINUM WEIR PLATE -11.108 1, i ' - m 6" BELOW CREST EL. (MIN.) C POND BOT. 0 EL.=10.0 12" 1 ao 12" 8 Q a 4" THICK CONCRETE PAVING (3,000 PSI) CONTROL STRUCTURE m Q w m z o w w z 0 0 ct o a ��.. 0 N 04 0 0 Co. �- � � a � N La C9 0a 0o W C) i� GRADE BREAK Z w M IAUUa + 0 m ,+,++ o z �1 a U a � 0 Lu ui 'o z a vn re( a OUTFALL a o o LL Z VJ^ m o L W0) m w w En J x O t0 -LL 0 2 Y co o Qom M� Z (Loc }cf)0 N O D_ 00 Q Fn m J w v♦ IU J Q U V z Li U 0 F= o m d o Q D U a. w IL w co N IL 0 m Q w m z o w w z 0 0 N - .cz ct a ��.. 0 N 04 Z Co. �- � � a W z La C9 0a a C) _2 J n to o o GRADE BREAK z Z NN 0 � M IAUUa + 0 m ,+,++ �3 �1 a a � N Lu o�n N�( o vn re( gra OUTFALL o o LLM VJ^ m o L W0) z Z 0 w w En J x a0' t0 -LL 0 F- Y co o Qom M� ui (Loc }cf)0 W D_ 00 U) a),,, W 0. 0 � c v♦ N 0_ W N co rn L) o o Q LuW a. w IL w co IL N - .cz C a ��.. a O Z Co. �- � W ILA a ` La C9 .� w � w E C) LL GRADE BREAK z SOD (TYP) �z + 0 m ,+,++ �1 a a � N 18" vn re( OUTFALL POND CONTROL STRUCTURE NTS SHEET NUMBER C-1 7 od cl) TOP OF STRUCTURE = 11.15 WJ 0 a a O Z W SUMP W O GRADE BREAK SOD (TYP) �z a Z �1 a a � N 18" OUTFALL I.E.=6.0 PIPE w 0 F z Z 0 w w En 0 a.. POND CONTROL STRUCTURE NTS SHEET NUMBER C-1 7 3 m v a Lu m W Q H IC)N O O d' N 0 ./ 1*n N p A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. i Nt Re SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES 1Y,x%fi'X2" LONG ANGLE (2 TYP) - WELDED TO BACKSIDE OF TOP N 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) P/L \ 00 W ' 2 4" D.I.P. MAIN MIN WHERE 2'� 7 1/2' MEA ELECTRICAL ( 2 EASEMENT METER MULTIPLE TAPS ARE ° fi ' - C I i W m - TO - _ _ _ CURB STOP CONSTRUCTED - - RNV 15' MAX- - - - - 20' MAX 1" POLY \i �ti ��� 3.6667" c 0.4167" Onn 1.3333" I Z - - - 1" POLY TUBING W/"Y" - - - - - 1" MIP PACK WATER SERVICE MARKER �.'N"\\ : -. ;N. , ^_ �Q' k -.."- �� 4� VENDOR 1.6250" 4 LOGO o 0.1667" 0.2083" ' •!� ~- ` I U W D FITTING JOINT COUPLING REQUIRED FOR NEW DEVt LOPMENT AREAS ¢ `'\ i j 0 J "Y" mss' I 3 EL MULTI -SERVICE SEEENOTE #4) ; s.`' IEL 2" FIP INLET AND 3 1Y2" POLY TUBING OR 4 1" RIP OUTLET) SET AT FINAL GRADE (NOTE #7) - c \'� y`� �� 1 - ; - �� �0 `, "' 1-3/4" iq FRAMING in M m M BORDER I E � LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH CO -POLYMER METER BOX i 1 1 3"R (TYP) ?- t., < � o i i m POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A & COVER NOTE #1 ( ) i -" t ,. KEY HOLE 1 REQ'D, NEAR CENTER - ( ) SKID PROOF 00 o TEXTURE i Z ". MIN. (NO GLUED TEES) METER COUPLING (NOTE #4) 12" RECESSED HOLE DESIGNED TO FIT N 2 'POLYTUBING ' - LOCATE W RE PIG F; TOP (P,�,qX) �s2" HOLE DESIGNED TO FIT THE METER THE METER TOUCH READ PAD / 0TOUCH READ PAD (TWO REQUIRED) NBS o h- m N'ROADWAY STOP - ... .. I TAIL END (12"LONGFRAMED i•.,�-..,�.gSTEEL .�:.:,;;..'�`\f`i'^:;E``f<".^r\'.`,_:;....:;`�,'j' ;' NON-SKID TOP, PRIMED AND2"SADDLE•W/CORP i PICK HOLE OP .. PAINTED BLACK WITH ROUNDED CORNERS 4" G.V. (MIN) 2' MAX (SEE NOTE #4) CORPORATION STOP REQUIRED ON ALL SERVICES REGARDLESS OF SIZE. i JEA `� (CONNECTED DIRECTLY INTO SADDLE) METER N _ (NOTE#4)^-',w- - I�*'!' - �.'• -- PROVIDE 2 PVC PLUGS TO CLOSE PROVIDE 2" PVC PLUGS TO CLOSE ` t , . it HOLES WHICH ARE NOT USED OR r ".- HOLES WHICH ARE NOT USED OR Ii:i ° ; "' WHERE NO METER IS INSTALLED i ^"' WHERE NO METER IS INSTALLED E?=; DURING THE CONSTRUCTION PERIOD ) .' : 1'"g-»')• DURING THE CONSTRUCTION PERIOD ; .;-^' 1"�^ 1_�.-�•--- (NOT -IN -USE SERVICE). 'a SERVICE). o o o n O O o Q I ro rn c _ METAL DETECTOR ! 3 I '• i % W R' W U W U J Q N WATER MAIN SHORT -SIDE WATER SERVICE POLY TUBING (1" MIN.) METER BOX LOCATION 2 LL V (NEAR UG ELECTRICAL WATER METER BOX TYP 2' CONNECTION - (- ? (NOT -IN -USE Z -.v., ;M 1'"" '��`t O7 o PLATE INSTALLED o o ° Z BOX, NOTE #1) 7 1/2' JEA ELECTRICAL EASEMENTj(�4" - - - R/W 10'x10' JEA ELECTRICAL - -�- - � - - TO CUSTOMER'S WATER MAIN AND BACKFLOW SET CURB STOP AS PREVENTER IF APPLICABLE •4, I,:..} < 3'" _`<- P•1'""�"_'�wl METAL TOP POLYMER TOP o BELOW LOGO (NOTE #5) ! I € m 'n V �- EASEMENT W/UG ELECTRIC - - - ® _ _ - '� �` CLOSE TO WALL }"A9 SERVICE SADDLE POSSIBLE 2 MAX)ET METER ON UNDISTURBED ( ) SEE NOTE 4 SEE NOTE 1 C Mi i ;•,- ,. "• LID WITH V N BOX OR DRAINAGE RNV: RIGHT OF WAY LINE P/L EASEMENT (NOTE #3) P/L P/L: PROPERTY LINE (SEE NOTE #2) OR COMPACTED SOIL POLYETHYLENE+NATER n SERVICE LINE tr..t s CONSTRUCT WITH TE ANGLE (STEEL Is" THK), v2 2" LONG WITH CENTER STIFFENER �Q A 0.1250" CROWN FROM JEA LOGO AREA END TO END I - W p (1 COLE MAX., NOTE #3) 9AA RECESSED + - cii• DOUBLE 1" WATER SERVICE PROVIDE 2" LONG (ZIPPER) WELDS ON o�� �w ��l �A .1250" DEEP WITH JEA N m (SEE NOTE #6) -- ACCEPTABLE RANGE =0R 1 TAPS 0°-45° \tee_./ BOTH SIDES OF ANGLE TYP `QgQ� a (TYP) �\ 3\� '�� LOGO IN RAISED �- 0.250" 02.00 N LETTERING .1250" i -J N i e ' i I Q q p p W Z m NOTES: ^� IN HEIGHT O25p` 04,125 R ._-__..._.�._-__..--_-_. .-------+----- _-F_._- 10 U' W 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY DISTRIBUTION MAIN + 1.50 i Z p It p VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W E 2. LINE BUT INSIDE THE 7 1(2' ELECTRIC EASEMENT. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL NOTES: FLARED OUTWARD 1 3�b WALLS (SEE NOTE #4) 2.0000" 0.8333" �o L55 0.5833" BE LOCATED IN HE JEA 7 1!2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. %sss 000 1.3333" 0.6250"It BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) O INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL 8E H 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE Stt% ;• 4 �O' N LOCATED IN NON -TRAFFIC AREAS (NOT SIDEWALKS OR DRIVEWAYS). IF THE METER BOX APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, ATA OR SMALLER WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED �`�'''`' ` �+ 'r t# # d _ r f%;3s3 ++�� `". T IOP VIEW SIDE PROFILE LID HAS A 0.1250" CROWN '' IA0 N co E J 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 ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. #� :✓ FROM SIDE TO SIDE � U � METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE yf �O? 11 aN RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL .000" `TO 2.00" 2.00" W J N 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENT AREA. BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS APPROVED OTHERWISE BY JEA. 4. INSTALL PVC PLUG IN ALL CURB "NOT STRAIGHT VERTICAL WALLS FOR vs STANDARD BOX (NOTE #4) N m T _ J rn O V o Z (% N 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 1 %" POLY MAIN SHALL BE LOCATED CENTERED STOPS IF WATER SERVICE IS 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 2"x3" DOG HOUSE HOLE (BOTH ENDS) o 00 f o� R�2S „ ... O C J M BETWEEN THE TWO METER BOXES. LOCATE WIRE IS 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 THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER), THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEXON BARREL TYPE). POLYMER BOX I 2.375' I I 2.375' I I� Y N J U LL THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 5. NO 2" AND SMALLER WATER NOTES: 3.5833" 3 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE D.I.P. WATER MAIN EXTENSION W/LOCATE (D.I.P.) EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE WIRE MAY BE UTILIZED ONE SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. 1. THE STANDARD BOX (A-8 (ASTM C857) LOAD RATING WITH STRAIGHT VERTICAL WALLS) & TOP (A-8 (ASTM C857) RATING WITH 2 HOLES) SHALL BE MADE OF POLYMER CONCRETE. (SIMILAR TO OLD BROOKS SERIES 37 BOX). BOX WALLS SHALL BE FIBERGLASS. THE INSIDE LIP OF THE BOX SHALL BE RATED SAME AS THE BOX. THE ONE HOLE LIDS ARE FOR SPECIAL ORDERS END PROFILE .. O L0 N (moo EXTENSION W/LOCATE WIRE MAYBE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 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 ONLY AND REQUIRE JEA'S APPROVAL PRIOR TO USE. NOTES: w (0 O DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN D.I.P CROSSING THE STREET PLACED ON TOP OF BOX). 2. ALL SIZES SHOWN ARE IN INCHES AND ARE APPROXIMATE SIZES. 1. ALL DIMENSIONS ARE IN INCHES. O o M O U. FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., 4" PIPE, 4"XI" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. 3. POLYMER BOX APPROXIMATE WEIGHT 251bs. POLYMER TOP APPROXIMATE WEIGHT 201bs. SEE CONSTRUCTION DETAILS W -3A 2. COLOR SHALL BE OFF-WHITE, NON -POROUS, SAND TEXTURED SATIN FINISH. m 6. DOUBLE I" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. (TWO HOLE) AND W -3B (ONE HOLE) FOR MANUFACTURING DETAILS FOR COVERS. 4. UNLESS APPROVED OTHERWISE IN WRITING BY JEA, ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS (NOT IN THE 3. ALL TOPS SHALL MEET A-8 (ASTM C857) LOAD RATING. - I' J JWLL T Al" IRRIGATION SERVICE MAYBE TAPPED INTOTHE(1"MIN) DOMESTICWATER SERVICE LINE(WHICH SERVES THESAME "Y" WATER SERVICE DETAIL- 2" AND SMALLER METER ROADWAY, DRIVEWAYSOR SIDEWALKS). IFAN EXCEPTION TOTHIS RULE ISAPPROVED BYJEA, THEN THE FOLLOWING SHALL BE PROVIDED. 4, THE LID SHALL BE CERTIFIED BY CELLNET TECH NOLOGY INC AND SENSUS METERING U X 0 1:10 Q CUSTOMER) UTILIZING A V BRONZE FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). JANUARY 2014 A) UNDER NO CIRCUMSTANCE SHALL A METER BOX BE LOCATED IN A COMMERCIAL TRAFFIC AREA. B) IF AN SYSTEMS TO BE RF COMPATIBLE WITH THE SENSUS MTU. ILL U 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. PLATE W-2 EXCEPTION IS APPROVED IN WRITING THE METER BOX LOCATED IN A SIDEWALK OR RESIDENTIAL DRIVEWAY SHALL INCLUDE A POLYMER BOX WITH FLARED OUTWARD WALLS (NOT STRAIGHT WALLS) AND A POLYMER TOP. BOX AND TOP 5. METAL DETECTOR PLATE SHALL BE DETECTABLE BY JEA MAGNETIC LOCATE EQUIPMENT. O Y (0 O 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL /O CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS SHALL COMPLY WITH A-8 (ASTM C857), LOAD RATING. C) METAL TOPS MAY BE UTILIZED IF SPECIFICALLY APPROVED BY JEA MANAGER OR JEA METER O&M STAFF. ui M im APPROVED OTHERWISWATER 0-00 WATER METER SOX &COVER FOR WATER METER BOX POLYMER COVER } �< Q SERVICE INSTALLATIONS No 2" AND SMALLER METER 1" AND SMALLER METERS JANUARY 2014 PLATE W-3 MODEL No. 37 - TWO HOLE JANUARY 2014 PLATE W -3A ; W �LL c = JANUARY 2014 PLATE W-1 N IL W N m 0) 0' MAX U MJ TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP (PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) 3/4" RODS (24" LONG MIN) WATER MAIN ; ; I O p w Q W 30" MIN. ., • °4 ' IL W w FOR LOCATE WIRE d WATER OR RECLAIMED WATER MAIN PIPE MINIMUM HORIZONTAL OTHER PIPING TYPE SEPARATION (FEET) 6" PIPE I C °Q -•-a ` O O REQUIREMENTS STANDARD MECH. JOINT D.I. TEE (SEE NOTE #1) OR HYDRANT TEE (ANCHOR TEE) N 2'-8" SIZED AS REQ'D 1. GRAVITY SANITARY SEWER 6-10 (NOTE #2) ;. c-- - = ==- -= 3/4' RODS ALONG FIRST 15 LF -' -°- FROM HYDRANT (NOTE #2) 3/4 ROD A LONG FIRST PROVIDE SPOOL PIECE 15 LF FROM HYDRA NT _ 4" LONG MIN.) (NOTE #2) 2. GRAVITY SANITARY SEWER 3 (NOTE #2) SEE NOTES ON DETAIL W-11 (SPECIAL CASE, NOTE #3 ON DETAIL W-11) 6" M.J. GATE VALVE (RESTRAINTS REQ.). 2-8" I POSITIONED NEAREST TEE FITTING - m-�.::: 6" M J GATE VALVE (POS TION '� NEAREST TEE FITTING � r N „ C d co (SEE NOTES 1,2,3,7 & 8) MECHANICAL `� "• • " -,•• ; _ ii r MECHANICAL JOINT 3. SEWAGE FORCE MAIN 6-10 NOTE #2 ( ) RESTRAINT REQUIRED (TYP) N i1 ;; RESTRAINTS (TYP) n co- -E Z u) 4. GRAVITY STORM SEWER 3 (NOTE #3) OTHER UTILITY PIPE 5. RECLAIMED WATER 3 WATER MAIN PLAN 6"-90° D.I. BEND (MJ) „ ` 30" MIN � Q N o , . �p ' - W J la E Z 6. ELECTRIC, PHONE, CABLE, GAS 2 PLAN VIEW PROVIDE RAISED PAVEMENT MARKER -\`�� HYDRANT SUMP (PROVIDE GRAVEL AND FABRIC AS SHOWN)- L m CO p 0 c (SEE NOTE #6) PLAN Ld ^ . Q ._ NOTES: 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. 3 -WAY FIRE HYDRANT PUMPER NOZZLE TO FACE (j OF PAVEMENT PROVIDE RAISED PAVEMENT MARKER (SEE NOTE #6) LL J Q -„� N � (u (SEE NOTES #3 & #4) Q 2. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND SEWAGE FORCE MAINS OR GRAVITY SANITARY SEWERS IS 3 WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES WATER VALVE BOX 2 3 WAY FIRE HYDRANT PUMPER FEET (MIN). L IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED, DISINFEG-ED AND HAVE ASATISFACTORY BACTERIOLOGICAL (COVER PAINTED YELLOW) 4 BREAKABLE FLANGE ? Y NOZZLE TO FACE � OF PAVEMENT a 3. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWERS IS 3 FEET PER JEA RULES. SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE ANNVA 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, LOCATED MIN.) ABOVE FINISHED co GRADE NOTES #3 & #4 ( ) 4'x4' SQUARE x 6" THICK CONCRETE © INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FINISHED GRADE G '� BREKABLE FLANGE LOCATED SLAB IMMEDIATELY BELOW z (1" MIN) ABOVE FINISHED GRADE MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION,z--_-------------------------------------------------------------------------------------------- THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. ------ BREAKABLE FLANGE (SEE NOTE 2) FINISHED GRADE (3000 psi CONCRETE WITH #4 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE-- REBAR AT 12" O.C. EACH WAY). ----------- (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, 2 H LOCATE WIRE IF REQUIRED M\w- " "X,'-' " STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. E LEAVE DRAIN d Z w (SEE NOTE #1) = WATER OR RECLAIMED WATER MAIN PIPE MINIMUM 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) HOLES OPEN w w 1 BARE WIRE,DEAD-END w ? r U) ~ W Z w LOCATE WIRE IF REQUIRED BARE WIRE (SEE NOTE #1) VERTICAL OTHER PIPING TYPE SEPARATION INCHES (INCHES) WATER MAIN ON SEE NOTES ON DETAIL 1. GRAVITY SANITARY SEWER 6-12 1 & 2) 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 i (NOTE #1) .. W..� �"� i'''; M m _ 3 MIA - - �G I ¢ W Y �- 7 V1 m U) DEAD END - --- (NOTE #1) WATER VALVE BOX &COVER . - c-�-(COVER PAINTED YELLOW) i (NOTE TOP WITH JOINT W-11: (1,4,5.&6) CENTERED OVER 2. SEWAGE FORCE MAIN 12 OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING f F� • E d a N O OTHER UTILITY PIPE OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARYSEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE '� Q 3. GRAVITY STORM SEWER 6-12 (NOTE 1 & 3) 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. ,; •:, H O 4. RECLAIMED WATER 12 (NOTE #2) HOWEVER, IT IS PREFERABLE TO LAYTHE WATER MAIN ABOVE THE OTHEIR PIPELINE PROVIDE FILTER FABRIC (MARAFI 70OX, 140'8 HYDRANT SUMP OR EQUAL) TO TOP AND ALL 4 SIDES. 2'-8" LEAVE DRAIN HOLES OPEN ,",.." PROVIDE FILTER FABRIC 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY (MARAFI 700X, 140'8 OR EQUAL) TO TOP AND 5. ELECTRIC, PHONE, CABLE, GAS 6 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. SECTION 2'-8" ALL 4 SIDES m OTHER UTILITY PIPE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, NOTES: HYDRANT SUMP SECTION VIEW 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. 1. LOCATE WIRE IS ONLY REQUIRED THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER LINEAR FEET IF REQUIRED, THE WIRE SHALL 8E ROUTED FROM SECTION NOTES: UJ NOTES: 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 HEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY M THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE D SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE SECURED TO Q O 1. IF THE WATER MAIN IS BELOW THE SANITARY GRAVITY SEWER PIPE, RECLAIMED WATER MAIN OR STORM GRAVITY SEWER PIPE, THEN A MINIMUM OF 12" VERTICAL SEPARATION IS REQUIRED. SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. 2. FIRE HYDRANTS SHALL BE INSTALLED BE-f+AJEEN BACK OF CUR6 AND FACE OF SIDEVVAi.K AND Pd'JT W:THIN SiN.ALE?DITCH AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, SACK OF CURB AND FACE OF SIDEWALK SHALL BE;N THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. CIO 06 7. NEW OR RELOCATED FIRE HYDRANTS COMJ:PLLANCE V'VITH LOCAL COUNTY' FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND A?PLiCABLE PERIvllTTING 2, FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK. ALL HYDRANTS SHALL BE LOCATED a. 2. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND POTABLE WATER, GRAVITY SANITARY SEWER, OR SEWAGE FORCE MAIN IS 12 -INCHES (MIN.) 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 "r S - STANCE S - MEAS! IRED Tr r c _ - - O - E r - - - - MAXI IE.. U,o ..,NE_ ANKLE 66 PJ _A..S r.ED „ : C PAR . N .THE HYDRANT EP RT MAXIMUM DISTANCE OF CURB) NO LESS THAN THREE 3 FEET FROM THE EDGE O O F PAVEMENT OR BACKUC CURB SS THE ADJACENT ROADWAYAND ES LESS THAN THREE (3) FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR VIEW OF ANY HYDRANT UNLESS Q THREE (3) FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OF. PROPOSED VACUUM -TYPE SANITARY SEWER; AT LTH_ (BACK MPLIAN1 O SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS DEPARTMENT AND APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS OTHERWISE APPROVED BY THE JEA. THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY 3. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWER IS 6 -INCHES (MIN.) PER JEA RULES. EN LEAST SIX (6) FEET, AND PREFERABLY TEN M FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER OR WASTEWATER FORCE MAIN. LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT uj RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN MINIMUM VERTICAL SEPARATION REQUIREMENTS 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE R-QUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBEUJ 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, 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. O PRIOR TO CONSTRUCTION. SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. MINIMUMSEPARATION REQUIREMENTS 4 PRIOR NAL INSPECTION, D ABOVE GROUND PIPING SHALL LAE RE -OILED, GREASED AND 3. OPERATION E THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. O NOTES ON UTILITY SEPARATION REQUIREMENTS TED (RUS- KIL REPAINTED (RUSE KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS ZONAL YELLOW EQ P FORWATER MAINS JANUARY 2014 SHALL BE PAINTED RED. 4 PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS PLATE W-11 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY SHALL BE PAINTED RED. JANUARY 2014 PLATE W-10 IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED, IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. Ld PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS Z PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN FIREHYDRANT INSTALLATION THE CENTER OF THE TRAVEL LAN E, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. U USING MECHANICAL JOINT TEE FIRE HYDRANT INSTALLATION LIMITED SPACE N a JANUARY 2014 PLATE W-13 JANUARY 2014 PLATE W-14 SHEET NUMBER C-1 8 U w W m W Q rn ON 0 O 0 N p 04 OD N OD c % I ' N i GoW Z I l m� z I- < Ld 7 z x Q1 a o_ ` I LL I f m H j ❑ Z I , I j i N i Z I O } N APPLY GROUT TO FILL ANNULAR SPACE m � > W PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD € Lv Y 24" ROUND PRECAST CONCRETE 33 , I W Q 8 112" _ COMPACTED EARTH (TYP) ,r PAD 4" THICK (SEE SPEC) SET ON 3 I = V COMPACTED EARTH, (SEE NOTE# 6) ! U fn PAINT INSIDE 71/2" HEAVY DUTY RATING ; VALVE BOX ADJUSTMENT ( SEE NOTE#5 i (SEE NOTE #1) _ ) 90° BEND (TO BE SMOOTH HOSE BIBB € i i Z LL V FINISHED GRADE 10 VALVE BOX &COVER (TYP) REMOVED) (TO BE REMOVED) 035 m IVn 3 j d ❑ a PROVIDE BLUE PAINT TO E< - ..,�.� � �,, .-` '.,F•"^' ` � N THE INSIDE OF THE TOP SECTION \ !`'"`' ` w WATER SHALL FLOW , W 7-3/8" OF THE BOX NOTE #5 M �_., e.7 O 6" PVC RISER PIPE N ELECTRONIC LOCATE BALL MARKER / STRAIGHT DOWN ? 0 c 5/16 (LENGTH AS REQUIRED)LOCATED WITHIN 12" FROM z� (NOT ANGLE) RISER PIPE -- *- -=-< - ) :�. PROVIDE "V" CUT IN TOP OF 6" a -:, (NOTE #10 b,I o RISER PIPE FOR LOCATE WIRE m m FINISHED GRADE ' Q� ACCESS INTO VALVE BOX GATE VALVE W!2" OPERATING PLASTIC DEBRIS SHIELD REQUIRED NUT (NOTE #4) ON ALL VALVES 12" AND SMALLER PIPE W/ LOCATING WIRE ro r;,m �_.,..�, M ,ry-;,s; �,� Q W m (SEE NOTE 'Vx_' � ` T "* ? . OQ� � 1�OP SECTION VIEW �,.`� , ':� ,�� �'�' ���; �'���°�/'��'���' �;�`.�,� z o 0 �: , ./. - 5 1 (23 LBS. APPROX.) RESTRAINED MECHANICAL �, .. � •; PIPE ('/" SIZE MIN.) TO BE SEE NOTES #1 & #2 JOINT (TYP) 12" (MIN) LAYER OF #57 REMOVED) ROUTE TO �p _ (REQUIRED FOR ROADWAY SHOULDER IF c} NOTES 20" A REQUIRED (SEE NOTES) fN UNDISTURBED EARTH VALVES 20" AND LARGER, N BUSHING IF REQ. (TO BE REMOVED) 4A J 0 HEAVY DUTY RATING � 1" THREADED PLUG (TO 8E INSTALLED AFTER LL a Z r N i 7/32" NOTES: BACTERIOLOGICAL CLEARANCE IS RECEIVED) 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE 0° DEGREE BEND (TO BE REMOVED } _I j C%4 a 1-5/8" V00 7-3/8" �'• PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. _ p 1" CORPORATION STOP CONNECTED > •0 p 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). �Z N N DIRECTLY INTO SADDLE (TO REMAIN) O U v m 3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES. THE "V" CUT IS TO BE PAINTED GREEN. 1" WATER SERVICE SADDLE 1" J Y (2) DIA. PICKHOLES 4. IN PAVED AREAS, INSTALL VALVE ATA DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF AT 3:00 OR 9:00 POSITION (TO REMAIN) (NOTE THAT OUTLET, Uw 0) J C N I THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE 0 1 BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED tA� 9116 (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. WATER MAIN (SIZE &TYPE VARIES) F- 3/8 I 8-1/2„ 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE O m BOTTOM SECTION VIEW LOCATE WIRES THRU AW" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE NOTES: N m tD uj O 10-3/4" (26 LBS. APPROX,) WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. W r O 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN &VALVE TYPE. PROVIDE A y" HOLE IN SHOULDERS (NON -TRAFFIC AREAS). � O p BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE, TAGS ARE NOT REQUIRED ON VALVES _ O INSTALLED ON FIRE HYDRANT BRANCH LINES. U. NOTES: NOTES: 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED), U) m 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED, WPERIMETER, MAY BE USED. . J O Q LL 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL 1. PAINT TOP OF THE COVER WITH ENAMEL PAINT (BLUE COLOR). 1. PAINT THE INSIDE OF THE TOP SECTION OF THE BOX WITH APPLICABLE COLOR (BLUE OR PURPLE) .11 V x 2. FOR "RECLAIMED WATER" PAINT TOP PANTONE PURPLE. 2. HEAVY DUTY RATING (TOTAL WEIGHT APPROX, SC LBS.). 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A I IO UP TO X THE OVERALL HEIGHT OF THE VALVE. 3. LID WEIGHT: APPROX. 12 LBS. SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. U LL9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL Y (,fl p NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY TOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. 0) AFC, BOXLOK OR APPROVED EQUAL. RESPONSE COORDINATOR 0) Go a.Op 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER TEMPORARY SAMPLE TAP a ~ O a mc (3M-1403XR FOR ATER$XR FOR VALVE RECLAIMED JANUARY 2014 O WATER SYSTEM VALVE BOX COVER WATER SYSTEM VALVE BOX INSTALLATION PLATE W- JANUARY2014 PLATE W-16 ON DETAIL 25 J JANUARY 2014 PLATE W-17 JANUARY 2014 PLATE W-18 a c W � t N a W N XW O aw o W ULj4 D -of W w TEE BOLTTEE BOLT D- C AMPI RING PLAIN END P.V.C. PLAIN END P.V.C. �. BELL Jt. P.V.C. M.J. D.I. FITTINGS ANGLE OF DIRECTION CHANGE co -� cu a CO BELL '}} A i HORIZONTAL BEND RESTRAINED BELL JOINT RING 1 RESTRAINED MECHANICAL JOINT LL W TYPICAL PROFILE nf TYPICAL PROFILEo L c _n w E MECHANICAL JOINT TO PLAIN END i `,N BELL JOINT TO PLAIN END d - m Z a ca N W/MECHANICAL RESTRAINERS SECTION W/MECHANICAL RESTRAINERS ¢ , 5 U Q W ��� J ?> L ¢ DEAD END MAXIMUM TRENCH WIDTH JQ 0 O W d 1 GENERAL BACKFILL 9 #,(SEE NOTE #1 L I _: ) MATERIAL (SEE NOTE #5) w !3..,•'. x:-t`4."�.h�•.:'. :\'fir '4. MATERIAL j EL i W REDUCER MECHANICAL JOINT SLEEVES Lu A 0 s� X w TIE RODS NO. OF TIE RODS REQUIRED UPPER BEND lF�p9i� f T O BACKFILL COMPACTED TO 98% ANGLE OF 45° CTS O�q ¢ <'' (SEE NOTES #3 & #4) U 3" - 8" DIAMETER MAIN -2llE RODS REQUIRED PER JOINT (3/4" ROD) DIRECTION CHANGE 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD), �//�� 4 VJ' d 14" - 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT (3/4" ROD) 18'- 20" y PIPE DIAMETER DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT (3/4" ROD) W N N m m - :Z.-.-- 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)W Z # .. # # 30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD) RUN LOWER BEND. PLUG 42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) \° PIPE TO BE INSTALLED ON Q O 54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) i UNDISTURBED SOIL OR SUITABLE Lu i w SOIL COMPACTED TO 98% MAX. o O w w O H ANGLE OF 45° v w w Lou It z c Oma F- Li _ e F �_ w = u- p Z w ? = p= _y a I- DEAD -END THf2UST COLLAR ANCHOR z DIRECTION CHANGE ',f '�" $ yLLI DENSITY (NOTE #2) tG �' as- O O W W W❑_= H N m>¢ In i w h ti O Z n LL O w Z x 0 r " U m w w Z TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH OPTIONAL SIZE o VERTICAL OFFSET PROFILE 'h .., c --I-C,, ¢ ma. c7 x= = N zu o o 3 z y a AS PER THRUST BLOCK DE=TAIL (W-38). SEE DETAILSVV-36& W-37. Z# O m ip wo N azw Zw-wi� Z �0uw >- W r m m in o :n ZZ w ¢�O -2xa FO=J¢� '.n. O 1� Z a oc u3 N r a z r� p D W ppJ p?aw r 0ww z 1- wz BRANCH 0 W N O ZwW WF_ WO' W OWf/1JZ Q' W c� ¢ Z = z _ Lu � = _ - Cn "' P,e w TYPICAL TRENCH o h •cT m EA N W W w d- r W H Z Q W U g 7 0 0 "�:':� •;;.',,'':; :'*.';. , �..,\'`; Z fA Lu "' «� N :� �� i, rn OI0 ILLw W m aOCWw W L L L H- 0~ NOTES: _ mW 0_ = zoO C,0 J rWO WFuu wm0 wm ��r wo �0a: W FmXaZ w iw W T r ¢ = Z = Z w = z O U Z W > w Z W w 2 L W o TEE 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE p as cti r cn N s N c' ?�vlg Z O prw mZ =p O ¢2�H00 I m O J zT r r m m o J m ¢ ;i ❑ O m J r ¢ H• a rn K p Z 0 ¢ CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA JC7 0=2o W p z rmw r H' < O w r ^ STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM :E: ¢Zr OM Z r �w py. Ua W rnU w0 LL W U ¢ n Q LL Z F J w p¢ d w¢ a N> O ** ** ** *'k PAYLINE WIDTHS. Lu z - o r r w n N O w Q 0> r w Q O w p w U , w Y O FIRE HYDRANT LATERAL 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH 0. W J F- Wm mpW Q' W r �CIO 06 Q m m h 9 U O LL> LU MQ0N m 0002F > zmF­ 2c ¢ W U o w m N m o I N o o m � � N G w w LU XO w w z z O O O j w � Lu Z w J w U �, *'" i BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT _ _ _ RUN < ABOVE THE TOP OF THE PIPE. < 0. t m i� w h m u� v M FviU LLO m nx. pw�w W¢rwN F =z �p~N > GENERAL NOTE: > g m ¢ '� a m w w z z w 2 r- w m ¢ A N NOTES: VALVE 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 W a Ow Cj o u7 m ir, N o in u) m o w w m F- J ¢ H- w m W ¢ 0 z W = W Z Z L.L 1. PAY ITEM " *" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. Q r- v7 m co u7 v m N m > w a w m W J r Z w = m SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. >! w �>_C-c Qa�O m¢ZN= 0 maF t Z } uj 2 ¢ U m iii N p N m U U p W � _ ? J Q 2. PAY ITEM " **" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UN T PRICE BID FOR FITTING OR VALVE. 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL 4, BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH in i0 u) v v a m� ca °� O rn w w > w w F_ w En 0 ^� - } zZ z w w 0 BE A TOTAL DISTANCE OF 30 FEET MIN. COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM DENSITY AS DETERMINED D THE L U r z wF.F a- 0- > w0» 1. H --Z, K 0-8 t:: in (MIN.). Om rn 47 Z j < Z Z y > LL �O y LLj U r 2 r 0 w [r Q 3. INDICATES DIRECTION OF THRUST FORCE. 2. PAY ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. LABORATORY MODIFIED PROCTOR TEST, ASTM D7557. Z- m c+•E N -+a = p Q O Z O p m d ¢ r O W N > O Z z w' J -0 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT Z 3. PAY ITEM-- DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. a Z O w m p i- raw ¢ Q p ¢ 0 LL LL U 2 O m w w r m r ` r°ta x' mg¢ �� o r0-WW� OjzU r -,0MF LL, Npo N Z wWOZZ a w¢��w= OPEN CUT TRENCH FOR PRESSURE PIPECN a a r=te? ¢fin m >°�� Iwvp_<0mm p= H=wZ_0¢¢ z w W p z tr en m n N 'a' e� in o v n o N p `�-' a JANUARY 2014 IN CITY RIGHT -OF-WAY PLATE W-42 w MECHANICAL RESTRAINT DETAILS - I MECHANICAL RESTRAINT DETAILS - II Z JANUARY 2014 PLATE W-31 C JANUARY 2014 PLATE W-31 D w w w cn 0 SHEET NUMBER C-1 9 in r v > Lk: <0 lW O` M to N n N Gw m to C LA In � N h L7 O w Z U w 0 0 m f� c2 N N ry M .0 n � 01 ry N Z LL Tf e0 w m V'o S"�J S`7 th tD CJ N (6 m N E- VJ c- w z r- m J Z LIJ b cv ^" �" !- ^'- N N N N m v J w to m en z SNV tl m a9 _ lL. N ev W w �r~j- M h cn iV - N h-- N N N m h m - 1 N 47 N N tt1 w U N J w > w o. J .Ji N C9 20 MN ¢ LU > n7 0z I.L. h- m �^ t,.1 m. (� fn N N N I`- Lu Q M P d' w m J "' cC Nt�0 M "t p Lo 0 w N m r (V N N m. Ln t;) Z°LN m 7 '�' w it) 20 I`� F. cJ © N m G. T- J' w ca �m cc r �, m 8 m� o - .- r.. z 0) r N Z w7 h r N N N m m t0 q 7 -NT eo N -N z rs im o Cn m t� M an IXJ CV Com +.' N w ¢ - W Z U) , RING PLAIN END P.V.C. PLAIN END P.V.C. �. BELL Jt. P.V.C. M.J. D.I. FITTINGS ANGLE OF DIRECTION CHANGE co -� cu a CO BELL '}} A i HORIZONTAL BEND RESTRAINED BELL JOINT RING 1 RESTRAINED MECHANICAL JOINT LL W TYPICAL PROFILE nf TYPICAL PROFILEo L c _n w E MECHANICAL JOINT TO PLAIN END i `,N BELL JOINT TO PLAIN END d - m Z a ca N W/MECHANICAL RESTRAINERS SECTION W/MECHANICAL RESTRAINERS ¢ , 5 U Q W ��� J ?> L ¢ DEAD END MAXIMUM TRENCH WIDTH JQ 0 O W d 1 GENERAL BACKFILL 9 #,(SEE NOTE #1 L I _: ) MATERIAL (SEE NOTE #5) w !3..,•'. x:-t`4."�.h�•.:'. :\'fir '4. MATERIAL j EL i W REDUCER MECHANICAL JOINT SLEEVES Lu A 0 s� X w TIE RODS NO. OF TIE RODS REQUIRED UPPER BEND lF�p9i� f T O BACKFILL COMPACTED TO 98% ANGLE OF 45° CTS O�q ¢ <'' (SEE NOTES #3 & #4) U 3" - 8" DIAMETER MAIN -2llE RODS REQUIRED PER JOINT (3/4" ROD) DIRECTION CHANGE 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD), �//�� 4 VJ' d 14" - 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT (3/4" ROD) 18'- 20" y PIPE DIAMETER DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT (3/4" ROD) W N N m m - :Z.-.-- 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)W Z # .. # # 30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD) RUN LOWER BEND. PLUG 42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) \° PIPE TO BE INSTALLED ON Q O 54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) i UNDISTURBED SOIL OR SUITABLE Lu i w SOIL COMPACTED TO 98% MAX. o O w w O H ANGLE OF 45° v w w Lou It z c Oma F- Li _ e F �_ w = u- p Z w ? = p= _y a I- DEAD -END THf2UST COLLAR ANCHOR z DIRECTION CHANGE ',f '�" $ yLLI DENSITY (NOTE #2) tG �' as- O O W W W❑_= H N m>¢ In i w h ti O Z n LL O w Z x 0 r " U m w w Z TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH OPTIONAL SIZE o VERTICAL OFFSET PROFILE 'h .., c --I-C,, ¢ ma. c7 x= = N zu o o 3 z y a AS PER THRUST BLOCK DE=TAIL (W-38). SEE DETAILSVV-36& W-37. Z# O m ip wo N azw Zw-wi� Z �0uw >- W r m m in o :n ZZ w ¢�O -2xa FO=J¢� '.n. O 1� Z a oc u3 N r a z r� p D W ppJ p?aw r 0ww z 1- wz BRANCH 0 W N O ZwW WF_ WO' W OWf/1JZ Q' W c� ¢ Z = z _ Lu � = _ - Cn "' P,e w TYPICAL TRENCH o h •cT m EA N W W w d- r W H Z Q W U g 7 0 0 "�:':� •;;.',,'':; :'*.';. , �..,\'`; Z fA Lu "' «� N :� �� i, rn OI0 ILLw W m aOCWw W L L L H- 0~ NOTES: _ mW 0_ = zoO C,0 J rWO WFuu wm0 wm ��r wo �0a: W FmXaZ w iw W T r ¢ = Z = Z w = z O U Z W > w Z W w 2 L W o TEE 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE p as cti r cn N s N c' ?�vlg Z O prw mZ =p O ¢2�H00 I m O J zT r r m m o J m ¢ ;i ❑ O m J r ¢ H• a rn K p Z 0 ¢ CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA JC7 0=2o W p z rmw r H' < O w r ^ STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM :E: ¢Zr OM Z r �w py. Ua W rnU w0 LL W U ¢ n Q LL Z F J w p¢ d w¢ a N> O ** ** ** *'k PAYLINE WIDTHS. Lu z - o r r w n N O w Q 0> r w Q O w p w U , w Y O FIRE HYDRANT LATERAL 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH 0. W J F- Wm mpW Q' W r �CIO 06 Q m m h 9 U O LL> LU MQ0N m 0002F > zmF­ 2c ¢ W U o w m N m o I N o o m � � N G w w LU XO w w z z O O O j w � Lu Z w J w U �, *'" i BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT _ _ _ RUN < ABOVE THE TOP OF THE PIPE. < 0. t m i� w h m u� v M FviU LLO m nx. pw�w W¢rwN F =z �p~N > GENERAL NOTE: > g m ¢ '� a m w w z z w 2 r- w m ¢ A N NOTES: VALVE 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 W a Ow Cj o u7 m ir, N o in u) m o w w m F- J ¢ H- w m W ¢ 0 z W = W Z Z L.L 1. PAY ITEM " *" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. Q r- v7 m co u7 v m N m > w a w m W J r Z w = m SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. >! w �>_C-c Qa�O m¢ZN= 0 maF t Z } uj 2 ¢ U m iii N p N m U U p W � _ ? J Q 2. PAY ITEM " **" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UN T PRICE BID FOR FITTING OR VALVE. 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL 4, BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH in i0 u) v v a m� ca °� O rn w w > w w F_ w En 0 ^� - } zZ z w w 0 BE A TOTAL DISTANCE OF 30 FEET MIN. COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM DENSITY AS DETERMINED D THE L U r z wF.F a- 0- > w0» 1. H --Z, K 0-8 t:: in (MIN.). Om rn 47 Z j < Z Z y > LL �O y LLj U r 2 r 0 w [r Q 3. INDICATES DIRECTION OF THRUST FORCE. 2. PAY ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. LABORATORY MODIFIED PROCTOR TEST, ASTM D7557. Z- m c+•E N -+a = p Q O Z O p m d ¢ r O W N > O Z z w' J -0 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT Z 3. PAY ITEM-- DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. a Z O w m p i- raw ¢ Q p ¢ 0 LL LL U 2 O m w w r m r ` r°ta x' mg¢ �� o r0-WW� OjzU r -,0MF LL, Npo N Z wWOZZ a w¢��w= OPEN CUT TRENCH FOR PRESSURE PIPECN a a r=te? ¢fin m >°�� Iwvp_<0mm p= H=wZ_0¢¢ z w W p z tr en m n N 'a' e� in o v n o N p `�-' a JANUARY 2014 IN CITY RIGHT -OF-WAY PLATE W-42 w MECHANICAL RESTRAINT DETAILS - I MECHANICAL RESTRAINT DETAILS - II Z JANUARY 2014 PLATE W-31 C JANUARY 2014 PLATE W-31 D w w w cn 0 SHEET NUMBER C-1 9 in r > Lk: <0 lW O` M to N fes- N Gw m to C LA In � N h L7 O w Z U w 0 0 r- f� CO N N ry M N Z LL Tf e0 w m + 1 S`7 th tD CJ N (6 m N E- VJ c- w z r- m J Z •- ^" �" !- ^'- •- N N N m v J w to m en z . _ lL. N ev W w cn iV - N h-- N N N m h m - 1 N 47 - 4') tt1 w U N J w > w o. ¢ LU > n7 0z I.L. h- m �^ t,.1 m. (� fn n to I`- N Q ."^ lid d' w m J "' N m M "t Ct Lo 0 w N m r m. Ln t;) Z°LN m 7 '�' fn it) 20 I`� F. cJ © N m G. T- J' w ca �m - .- r.. z N Z w7 h Ql O> N m t0 h m N m CV Com +.' N w ¢ - W Z U) , Z ig 0 V LUV m J N N N N M M ti Ln L Q 07 '7 M C7 u h M W W M M in ..3 J zww- '?n N z 0 Uy �„ N N m M '� •eY z RING PLAIN END P.V.C. PLAIN END P.V.C. �. BELL Jt. P.V.C. M.J. D.I. FITTINGS ANGLE OF DIRECTION CHANGE co -� cu a CO BELL '}} A i HORIZONTAL BEND RESTRAINED BELL JOINT RING 1 RESTRAINED MECHANICAL JOINT LL W TYPICAL PROFILE nf TYPICAL PROFILEo L c _n w E MECHANICAL JOINT TO PLAIN END i `,N BELL JOINT TO PLAIN END d - m Z a ca N W/MECHANICAL RESTRAINERS SECTION W/MECHANICAL RESTRAINERS ¢ , 5 U Q W ��� J ?> L ¢ DEAD END MAXIMUM TRENCH WIDTH JQ 0 O W d 1 GENERAL BACKFILL 9 #,(SEE NOTE #1 L I _: ) MATERIAL (SEE NOTE #5) w !3..,•'. x:-t`4."�.h�•.:'. :\'fir '4. MATERIAL j EL i W REDUCER MECHANICAL JOINT SLEEVES Lu A 0 s� X w TIE RODS NO. OF TIE RODS REQUIRED UPPER BEND lF�p9i� f T O BACKFILL COMPACTED TO 98% ANGLE OF 45° CTS O�q ¢ <'' (SEE NOTES #3 & #4) U 3" - 8" DIAMETER MAIN -2llE RODS REQUIRED PER JOINT (3/4" ROD) DIRECTION CHANGE 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD), �//�� 4 VJ' d 14" - 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT (3/4" ROD) 18'- 20" y PIPE DIAMETER DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT (3/4" ROD) W N N m m - :Z.-.-- 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)W Z # .. # # 30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD) RUN LOWER BEND. PLUG 42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) \° PIPE TO BE INSTALLED ON Q O 54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) i UNDISTURBED SOIL OR SUITABLE Lu i w SOIL COMPACTED TO 98% MAX. o O w w O H ANGLE OF 45° v w w Lou It z c Oma F- Li _ e F �_ w = u- p Z w ? = p= _y a I- DEAD -END THf2UST COLLAR ANCHOR z DIRECTION CHANGE ',f '�" $ yLLI DENSITY (NOTE #2) tG �' as- O O W W W❑_= H N m>¢ In i w h ti O Z n LL O w Z x 0 r " U m w w Z TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH OPTIONAL SIZE o VERTICAL OFFSET PROFILE 'h .., c --I-C,, ¢ ma. c7 x= = N zu o o 3 z y a AS PER THRUST BLOCK DE=TAIL (W-38). SEE DETAILSVV-36& W-37. Z# O m ip wo N azw Zw-wi� Z �0uw >- W r m m in o :n ZZ w ¢�O -2xa FO=J¢� '.n. O 1� Z a oc u3 N r a z r� p D W ppJ p?aw r 0ww z 1- wz BRANCH 0 W N O ZwW WF_ WO' W OWf/1JZ Q' W c� ¢ Z = z _ Lu � = _ - Cn "' P,e w TYPICAL TRENCH o h •cT m EA N W W w d- r W H Z Q W U g 7 0 0 "�:':� •;;.',,'':; :'*.';. , �..,\'`; Z fA Lu "' «� N :� �� i, rn OI0 ILLw W m aOCWw W L L L H- 0~ NOTES: _ mW 0_ = zoO C,0 J rWO WFuu wm0 wm ��r wo �0a: W FmXaZ w iw W T r ¢ = Z = Z w = z O U Z W > w Z W w 2 L W o TEE 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE p as cti r cn N s N c' ?�vlg Z O prw mZ =p O ¢2�H00 I m O J zT r r m m o J m ¢ ;i ❑ O m J r ¢ H• a rn K p Z 0 ¢ CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA JC7 0=2o W p z rmw r H' < O w r ^ STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM :E: ¢Zr OM Z r �w py. Ua W rnU w0 LL W U ¢ n Q LL Z F J w p¢ d w¢ a N> O ** ** ** *'k PAYLINE WIDTHS. Lu z - o r r w n N O w Q 0> r w Q O w p w U , w Y O FIRE HYDRANT LATERAL 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH 0. W J F- Wm mpW Q' W r �CIO 06 Q m m h 9 U O LL> LU MQ0N m 0002F > zmF­ 2c ¢ W U o w m N m o I N o o m � � N G w w LU XO w w z z O O O j w � Lu Z w J w U �, *'" i BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT _ _ _ RUN < ABOVE THE TOP OF THE PIPE. < 0. t m i� w h m u� v M FviU LLO m nx. pw�w W¢rwN F =z �p~N > GENERAL NOTE: > g m ¢ '� a m w w z z w 2 r- w m ¢ A N NOTES: VALVE 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 W a Ow Cj o u7 m ir, N o in u) m o w w m F- J ¢ H- w m W ¢ 0 z W = W Z Z L.L 1. PAY ITEM " *" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. Q r- v7 m co u7 v m N m > w a w m W J r Z w = m SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. >! w �>_C-c Qa�O m¢ZN= 0 maF t Z } uj 2 ¢ U m iii N p N m U U p W � _ ? J Q 2. PAY ITEM " **" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UN T PRICE BID FOR FITTING OR VALVE. 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL 4, BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH in i0 u) v v a m� ca °� O rn w w > w w F_ w En 0 ^� - } zZ z w w 0 BE A TOTAL DISTANCE OF 30 FEET MIN. COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM DENSITY AS DETERMINED D THE L U r z wF.F a- 0- > w0» 1. H --Z, K 0-8 t:: in (MIN.). Om rn 47 Z j < Z Z y > LL �O y LLj U r 2 r 0 w [r Q 3. INDICATES DIRECTION OF THRUST FORCE. 2. PAY ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. LABORATORY MODIFIED PROCTOR TEST, ASTM D7557. Z- m c+•E N -+a = p Q O Z O p m d ¢ r O W N > O Z z w' J -0 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT Z 3. PAY ITEM-- DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. a Z O w m p i- raw ¢ Q p ¢ 0 LL LL U 2 O m w w r m r ` r°ta x' mg¢ �� o r0-WW� OjzU r -,0MF LL, Npo N Z wWOZZ a w¢��w= OPEN CUT TRENCH FOR PRESSURE PIPECN a a r=te? ¢fin m >°�� Iwvp_<0mm p= H=wZ_0¢¢ z w W p z tr en m n N 'a' e� in o v n o N p `�-' a JANUARY 2014 IN CITY RIGHT -OF-WAY PLATE W-42 w MECHANICAL RESTRAINT DETAILS - I MECHANICAL RESTRAINT DETAILS - II Z JANUARY 2014 PLATE W-31 C JANUARY 2014 PLATE W-31 D w w w cn 0 SHEET NUMBER C-1 9 3 p J w p F :310 Go m w m W< C)W O v S U Lii O g N O C4 n N OD PIPE DIAMETER MUM TRENCH WIDTH (SEE NOTE #1) TYPICAL TRENCH GENERAL BACKFILL MATERIAL COMPACTED TO 100% MAX.ASTM D698 (SEE NOTE #5) BACKFILL COMPACTED TO 98% MAX. DENSITY, ASTM D69B (SEE NOTES #3 & #4) PIPE TO BE INSTALLED ON UNDISTURBED SOIL OR SUITABLE SOIL COMPACTED TO 100% MAX. DENSITY, ASTM D698 (NOTE #2) NOTES: 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM PAYLINE WIDTHS. 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 314 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ABOVE THE TOP OF THE PIPE. 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 SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE, 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100% OF IT'S MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D698. 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS AND EXCEPTIONS INCLUDING REMOVAL AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. OPEN CUT TRENCH FOR PRESSURE PIPE JANUARY 2014 IN STATE ROAD RIGHT -OF-WAY PLATE W -42A WATER DISTRIBUTION NOTES 1. ALL WATER SERVICE LINES THREE (3) INCHES IN DIAMETER AND SMALLER SHALL BE CONSTRUCTED OF HIGH-DENSITY POLYETHYLENE (HDPE) TUBING MEETING THE CITY OF ATLANTIC BEACH TECHNICAL SPECIFICATIONS. 2. ALL DIP PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C-151. IN AREAS WHERE THE SOIL IS DETERMINED TO BE CORROSIVE OR HIGH GROUND WATER IS EXPECTED, THE PIPE WILL BE INSTALLED IN A LOOSE POLYETHYLENE ENCASEMENT NOT LESS THAN 8 MILS THICK AND INSTALLED IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE SPECIFICATION A21.5. 3. ALL POTABLE WATER PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C-900, PRESSURE CLASS 150, DR 18, COLORED BLUE. ALL FIRE WATER PVC PIPE TO BE PRESSURE CLASS 200, DR14. 4. PVC PIPE WITHIN PROPERTY BOUNDARY SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AGENCIES STANDARDS. 5. CONTRACTOR SHALL FURNISH AND INSTALL 4" METAL DETECTABLE IDENTIFICATION TAPE ALONG THE FULL LENGTH OF THE PVC PIPE TRENCH 18 INCHES BELOW THE FINISHED GRADE. 6. CONTRACTOR SHALL INSTALL A CONTINUOUS RUN OF 14 GAUGE LOCATOR WIRE ATTACHED TO THE PVC WATER MAIN. THE NEW LOCATOR WIRE MUST PASS A CONTINUITY TEST WHICH SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 7. ALL WATER MAINS SHALL HAVE A MINIMUM 36" COVER. 8. A SHOCK PAD IS TO BE INSTALLED OVER THE WATER MAIN WHENEVER THE DEPTH OF COVER IS LESS THAN THE MINIMUM 36". 9. BENDS SHALL BE INSTALLED ON WATER MAIN, AS NECESSARY, TO MAINTAIN PROPER ALIGNMENT. PIPE DEFLECTION SHALL BE IN ACCORDANCE WITH AWWA C-600, LATEST EDITION. 10. ALL PVC PIPE JOINTS SHALL BE PUSH -ON, MEETING ASTM D-3139. ALL GASKETS SHALL MEET ASTM F-477. 11. RESTRAINT OF HORIZONTAL PVC PIPE FITTINGS SHALL BE IN ACCORDANCE WITH THE APPROPRIATE RESTRAINT TABLES SHOWN HEREON IN THESE PLANS. 12. PVC RESTRAINT FITTINGS SHALL BE EQUAL OR BETTER THAN UNIFLANGE 1350-C SERIES, EBAA IRON, INC. 1500 SERIES, OR JCM INDUSTRIES MODEL 620. ALL RESTRAINT FITTINGS SHALL HAVE A BITUMINOUS COATING. 13. SERVICE SADDLES SHALL BE USED FOR TAPPING ALL PVC WATER MAINS. SADDLES SHALL BE EQUAL TO OR BETTER THAN FORD FC202 OR JCM 406. ALL TAPS SHALL BE PERFORMED USING SHELL CUTTERS. 14. ALL PROPOSED WATER MAIN INSTALLATION SHALL MEET SEPARATION CRITERIA AS STATED IN SANITARY SEWER NOTES 1 & 2. DEAD END PLUGGED (9 Z NW J co > co w m xv Wm� ¢ > IW 0>a DUCT TAPE OR ZIPPER TYPE PLASTIC TIES A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. c0 u- to Zw Nw O U m U _ Z O Z f- D tea:It W 0 WE_ W<aQ W Lu� i�a�ppt > W O x 7 wm LLI 2�1 w x�d} Wn =w Ux m �C a: 0 a=w CfaLU v " IZ S nZ 0 w iJ 3 . E oLL O� § ¢x tig rc1 S0 777 riloi LOCATE WIRE SYSTEM O w WUZ ui af J x13wz �Lmm 0�mw Ul LU w 0 , a V<000 Ow, o J(AN� NOTES: 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC (PRESSURE MAINS). LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL (HDPE) POLY MAIN PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE). 2. SECURE LOCATING WIRE TO PVC & D.I.P. WATER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A MAXIMUM DISTANCE OF TEN (10') AND AT EACH SIDE OF BELL JOINT OR FITTING, 3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER PAVEMENT AREAS, TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BYJEA. 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX ( WITH A VALVE) OR A METER BOX (IF NO VALVE) AT 475' INTERVALS. SEE DETAIL PLATE VV -44B. WIRE CONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE AVOIDED. 5. REFER TO SECTION 350 FOR LOCATE WIRE SPECIFICATIONS. 6. "x" INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. 7. "�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� SECURE WIRE TO PIPE WIT DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS LOCATING WIR OX ACCESS (SEE NOTE #2) CUT IN 6" PVC PIPE RISER -LOCATING WIRE PARALLEL TO MAIN WATER MAIN (--TEE OR SADDLE AND LARGER BRANCH MAIN BRANCH FORCE MAIN (2" AND LARGER WATER MAIN OR 3" AND LARGER WATER SERVICE PIPE) O VALVE LONG) -DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS, CONNECTION AT LARGE METER BOX (3" OR LARGER SERVICE) NOTES: 1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE SECTION (SEE W-18). JANUARY 2014 LOCATE WIRE FOR BRANCH MAIN PLATE W -44A Scq oats. NiyF 0 CONNECT WIRE TOGETHER - WITH ELECTRICAL WIRE NUT. PROVIDE 12" PIG TAIL -BOX ACCESS (SEE NOTE #1) VALVE BOX LOCATE WIRE DUCT TAPE OR ZIPPER TYPEWATER MAIN PLASTIC TIE STRAPS LOCATE WIRE BOX UTILIZING VALVE BOX INSTALL CO -POLYMER METER BOX WITH - HEAVY -DUTY IRON LID (PAINT TOP OF LID) (POSITION BOX PARALLEL WITH MAIN) PROVIDE 3" THICK GRAVEL BOTTOM 2" PVC RISER PIPE DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS CONNECT WIRES TOGETHER WITH ELECTRICAL WIRE NUT. (PROVIDE 12" LONG PIGTAIL ENDS) CATING WIRE (ROUTED IN PIPE) TER MAIN LOCATE WIRE BOX UTILIZING METER BOX NOTES: 1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE (SEE W-18). JANUARY 2014 LOCATE WIRE BOX PLATE W -44B Re 0 0 ri o �T_ LL, m Z U w O x a LL (q 0 z V) z o; N m i W LAJ W Q U N Z c0 u- to U O Lo m Ue nn 0_ D LU 7 O d N J oc - > W O Z N N V 0 cU cu w N N Q G � S w (0 N (0Lu p m O } WOw J � m U - Y (0 o Qw ujO <0�m 0 O ��o O zm U (-ZD 3 Www a c � z O N 0_ W x Z p p 0 p w a a w o- a 2 c0 cu to F N Lo M E J 0 LL U w 0_ LU 7 O UJ N J oc - > W O Z N N LL 0 cU cu w 0 LL N Q G � S (0 N (0Lu Who m O vi r-.� m WOw J � U - Y (0 o ujO <0�m 0 O ��o O U Www a c � z N 0_ N co m 0 p w a a w o- a 2 < cu to F E Lo - A N UJI w O UJ d LL -._ cu w N z OU) J_ w 06 C/) �w Lu �- �- O aZ w LU < F! Z F U UJI w O N d a O H O a. a 0 N SHEET NUMBER O W N M E w � z m 0 o O J N 1 114" 2 1/4" f 2 -NON PENETRATING PICKHOLES (SEE DETAIL) 1 3/8" L� I- WIDE KID SURFACE )ND PATTERN) PICKHOLE DETAIL 34 1/8" COVER v L N COVER MACHINED SURFACE (SMOOTH) DOVETAIL GROOVE & GASKET 35 3/4" SEE DETAIL BELOW) 8RIBS 34 1/4" N 1 MACHINED SURFACE L I1 .� .... 31 co 40 1/2" NEOPRENE "T" GASKET COVER RING RING NOTES: Nom;;; ,Jli 1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT /' 2. RING WEIGHT 230 LBS APPROX. GROOVE & GASKET 3. COVER WEIGHT 230 LBS. APPROX, DETAIL 4. ALL DIMENSIONS ARE SHOWN IN INCHES. 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY DEDICATION PROJECTS), THE COVER SHALL INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET. 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA (SUCH AS PRIVATE SEWER COLLECTION SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE "SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET). SANITARY SEWER MANHOLE FRAME AND COVER JANUARY 2014 PLATE S-1 SEWER LATERAL MARKER REQUIRED EXIST. YARD PIPING CONNECTION FOR NEW DEVELOPMENT AREA TO BE DETERMINED IN FIELD (SEE NOTE #1) IF NO CURB SCRIBE LETTER SIDEWALK "S" IN FRONT OF SIDEWALK (PAINT GREEN) S � FOR SECTION VIEW SEE S-20 ws�y }wo J wof fA m 0 ELECTRONIC "SEWER" P!L MARKER (SEE NOTE #1) _ FLEXIBLE ADAPTER NOTES: COUPLING (FERNCO OR EQUAL) 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS REQUIRED Q RED FOR ALL WHICH ARE "NOT"I N USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) SHALL BE INSTALLED TO MARK THE LOCATION OF THE 6" PLUG, 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16" AND LARGER. 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING) WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26. HOUSE LATERAL - PLAN VIEW JANUARY 2014 PLATE S-19 MANHOLE FRAME & COVER FINISHED GRADE � ROUT `* 2" NOM, 18" MAX 8" CONCRETE ADJUSTMENT g RINGS OR BRICKS (TYP) o GROUTED IN PLACE `z 0 5" 4'-0" DIA 5-0" DIA PLASTIC JOINT SEALER 4' DIA REINFORCED 6" (sEE NOTE 4) (2 SEALERS PER JOINT) CONCRETE MANHOLE 3 Z (TYP) O Z 2 f, LL Y PVC SAND SLEEVE, FILL g SLOPE 1/2" 4 INTERIOR VOID AREAS WITH PVC SAND SLEEVE, FILL± p PER FT. (TYP NON -SHRINK GROUT (TYP) 6" WIDE (MIN) EXTERIOR CUT OFF PIPE ' INTERIOR VOID AREAS W/ g JOINT TAPE REQUIRED NON -SHRINK GROUT (TYP), AT WALL LINE (TYP) INFLUENT SEWER PIPE " REFER TO S-15 DETAIL (SEE NOTE #5) (SEE NOTE #1) SOLID CLASS "C" 6" (TYP.) CONCRETE W/ SOLID FLOW _ FILLER BRICKS ONLY � ALLOWED AS FILLER 6 P NO RUBBLE, GRADE TO 1/2" PER FOOT. 1 `• - `�' LEVELING COURSE. 12" (MIN.) THICKNESS OF GRANULAR f BACKFILL (#57 STONE) UNDISTURBED SOIL MIN. � LEVELING COURSE, 12" (MIN) BEARING CAPACITY: �'� IK" 2000 T�ii THICKNESS OF GRANULAR 2000 LB/SQ FT, �` 1, `"''ate `!`X,'''�„ , BACKFILL (57 STONE) SOLID CLASS "C" CONCRETE TO FORM IN UNSUITABLE SOILS, CONCRETE, SOLID FILLER0� EASY FLOW CURVES SECTION VIEW (S-� OVER -EXCAVATION IS BRICKS ONLY ALLOWED AS REQUIRED (SEE NOTE #6)FILLER, NO RUBBLE. (FOR PLAN VIEW SEE S-3) GRADE TO 1/2" PER FOOT. . NOTES: NOTES: 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURE) IN ACCORDANCE WITH THE LATEST EDITIONS OF 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE A.S.T.M. C-478 WITH 4000 LB. CONIC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE SHALL BE BETWEEN 90° - 180° UNLESS OTHERWISE APPROVED BY JEA. 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 PLAN VIEW �S-3� BITUMINOUS WATERPROOFING MATERIAL. 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE Sl, RFACE OF MANHOLE, THE BITUMINOUS (FOR SECTION VIEW SEE S-2) WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL EE 5' DIA WITH SPECIALTY LINER. 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTICN SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. JANUARY 2014 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, PLATE S-3 OR 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 111557) 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 2014 PLATES S-2, S-3 SEWER SERVICE LATERAL MARKER of H F CONNECTION (TO BE LOCATED REQUIRED FOR NEW DEVELOPMENT Z) O a 1/8" PER FOOT AREAS (SEE NOTE #1) BRANCH). PROVIDE FLEXIBLE ADAPTER COUPLING (FERNCO a w Ow 12" MAX 2 N PROVIDE 6" PLUG WIDTH OF RIGHT-OF-WAY VARIES OR CONNECTION TO 0 2 ENGRAVE IN CURB THE LETTEF "S" co oc ELECTRIC "SEWER" MARKER AT SEWER HOUSE SERVICE J (SEE NOTE#1) LOCATION (PAINT GREEN) 3 _-JOIN TO EXIST. CONN. IN FRONT OF TOP OF PAVEMENT (30° MIN., 60° MAX.) SIDEWALK, DRIVEWAY OR P/L � CURB SCRIBE THE LETTER "S" MIN. OF 2" HIGH U w OU O~ & 1/4" DEEP IN CURB (PAINT GREEN) Z)Z w WIDTH OF TRENCH S I ons ,yam = y J F J 0) HOUSE LATERAL (SEE NOTES #2 & 44) F SHEET NUMBER �o C=21 ILL Uo Y m Lu wp 6" BEND SHORT RADIUS w05 O STANDARD TEE -WYE FITTING (TYP) co 0 0 U J LL SEWERY OF SEWER AND STREET UNLESS SHOWN OTHERWISE `ON PLANS FOR SECTION VIEW SEE S-20 ws�y }wo J wof fA m 0 ELECTRONIC "SEWER" P!L MARKER (SEE NOTE #1) _ FLEXIBLE ADAPTER NOTES: COUPLING (FERNCO OR EQUAL) 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS REQUIRED Q RED FOR ALL WHICH ARE "NOT"I N USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) SHALL BE INSTALLED TO MARK THE LOCATION OF THE 6" PLUG, 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16" AND LARGER. 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING) WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26. HOUSE LATERAL - PLAN VIEW JANUARY 2014 PLATE S-19 MANHOLE FRAME & COVER FINISHED GRADE � ROUT `* 2" NOM, 18" MAX 8" CONCRETE ADJUSTMENT g RINGS OR BRICKS (TYP) o GROUTED IN PLACE `z 0 5" 4'-0" DIA 5-0" DIA PLASTIC JOINT SEALER 4' DIA REINFORCED 6" (sEE NOTE 4) (2 SEALERS PER JOINT) CONCRETE MANHOLE 3 Z (TYP) O Z 2 f, LL Y PVC SAND SLEEVE, FILL g SLOPE 1/2" 4 INTERIOR VOID AREAS WITH PVC SAND SLEEVE, FILL± p PER FT. (TYP NON -SHRINK GROUT (TYP) 6" WIDE (MIN) EXTERIOR CUT OFF PIPE ' INTERIOR VOID AREAS W/ g JOINT TAPE REQUIRED NON -SHRINK GROUT (TYP), AT WALL LINE (TYP) INFLUENT SEWER PIPE " REFER TO S-15 DETAIL (SEE NOTE #5) (SEE NOTE #1) SOLID CLASS "C" 6" (TYP.) CONCRETE W/ SOLID FLOW _ FILLER BRICKS ONLY � ALLOWED AS FILLER 6 P NO RUBBLE, GRADE TO 1/2" PER FOOT. 1 `• - `�' LEVELING COURSE. 12" (MIN.) THICKNESS OF GRANULAR f BACKFILL (#57 STONE) UNDISTURBED SOIL MIN. � LEVELING COURSE, 12" (MIN) BEARING CAPACITY: �'� IK" 2000 T�ii THICKNESS OF GRANULAR 2000 LB/SQ FT, �` 1, `"''ate `!`X,'''�„ , BACKFILL (57 STONE) SOLID CLASS "C" CONCRETE TO FORM IN UNSUITABLE SOILS, CONCRETE, SOLID FILLER0� EASY FLOW CURVES SECTION VIEW (S-� OVER -EXCAVATION IS BRICKS ONLY ALLOWED AS REQUIRED (SEE NOTE #6)FILLER, NO RUBBLE. (FOR PLAN VIEW SEE S-3) GRADE TO 1/2" PER FOOT. . NOTES: NOTES: 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURE) IN ACCORDANCE WITH THE LATEST EDITIONS OF 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE A.S.T.M. C-478 WITH 4000 LB. CONIC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE SHALL BE BETWEEN 90° - 180° UNLESS OTHERWISE APPROVED BY JEA. 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 PLAN VIEW �S-3� BITUMINOUS WATERPROOFING MATERIAL. 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE Sl, RFACE OF MANHOLE, THE BITUMINOUS (FOR SECTION VIEW SEE S-2) WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL EE 5' DIA WITH SPECIALTY LINER. 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTICN SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. JANUARY 2014 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, PLATE S-3 OR 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 111557) 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 2014 PLATES S-2, S-3 YARD PIPING CURB & GUTTER AVG. GROUND SURFACE Y I I I SEWER SERVICE LATERAL MARKER of H F CONNECTION (TO BE LOCATED REQUIRED FOR NEW DEVELOPMENT Z) O a 1/8" PER FOOT AREAS (SEE NOTE #1) BRANCH). PROVIDE FLEXIBLE ADAPTER COUPLING (FERNCO a w Ow 12" MAX 2 N PROVIDE 6" PLUG WIDTH OF RIGHT-OF-WAY VARIES OR CONNECTION TO 0 2 ENGRAVE IN CURB THE LETTEF "S" co oc ELECTRIC "SEWER" MARKER AT SEWER HOUSE SERVICE J (SEE NOTE#1) LOCATION (PAINT GREEN) 3 STANDARD TEE -WYE FITTING TOP OF PAVEMENT (30° MIN., 60° MAX.) � Z �w W n OU O~ W N w WIDTH OF TRENCH I ons ,yam i (NOTE #3) YARD PIPING CURB & GUTTER AVG. GROUND SURFACE Y I I I 6" PIPE of H F CONNECTION (TO BE LOCATED J MIN. SLOPE Z) O a 1/8" PER FOOT a BRANCH). PROVIDE FLEXIBLE ADAPTER COUPLING (FERNCO a w Ow 0 2 N PROVIDE 6" PLUG R OR CONNECTION TO 0 2 YARD PIPING CURB & GUTTER AVG. GROUND SURFACE Y I I I EXIST. 4" YARD PIPING I CONNECTION (TO BE LOCATED ._ :.E ui CDPa) PRIOR TO INSTALLING TEE a BRANCH). PROVIDE FLEXIBLE ADAPTER COUPLING (FERNCO W 7 JQ 0 z OR EQUAL). ,6" BEND U) Z coN 'LAY IN COMPACTED co oc LAY IN UNDISTURBED SOIL SOIL J < a 3 STANDARD TEE -WYE FITTING �3 (30° MIN., 60° MAX.) FOR PLAN VIEW SEE S-19 NOTES: 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS REQUIRED FOR ALL LATERALS WHICH ARE NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN, P.T. POST (TOP PAINTED GREEN) OR AN ELECTRONIC "SEWER" MARKER SHALL BE INSTALLED TO MARK THE LOCATION OF THE 6" PLUG. 2, THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS. 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING) WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26. 5. UNLESS APPROVED OTHERWISE BY AJEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH A "DEPTH OF CUT" GREATER THAN 12 FEET. 6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TO A GRAVITY SEWER HIGH -LINE, A MANHOLE OR OTHER JEA APPROVED METHOD. T THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO AL -OW A GRAVITY CONNECTION BY THE CUSTOMER, WHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA. HOUSE LATERAL - SECTION VIEW JANUARY 2014 PLATE S-20 w W co LN TOP OF PAVEMENT AVG. GRADE SURFACE 1. a. VARIES VARIABLE TO BE DETERMINED BY ENGINEER IN FIELDFOR EXIST, PIPE EXCEEDING 3'-0" DEPTH 6" PVC BEND CID 6" PVC SEWER SERVICE LATERAL MIN SLOPE 1/8" 'PER FOOT (NOTE #2) SAND CUSHION 3" MIN. (NOTE #3) EXISTING CONFLICT PIPE NOTES: 1. ALTERNATE GRADIENT FOR 6INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES, 2. FLATTER SLOPES MUST BE PRE -APPROVED BY JEA 0&M MANAGER (ONLY) PRIOR TO CONSTRUCTION. 3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. HOUSE LATERAL OVER CONFLICT PIPE JANUARY 2014 PLATE S-23 INSIDE WALL PREMOLDED PLASTIC JOINT PREPRIMED - SEALER WITH PROTECTIVE SURFACES WRAPPER TO COVER ENTIRE JOINT AREA (APPLY JOINT SEALER TO TOP AND OUTSIDE WALL BOTTOM SURFACES, REMOVE WRAPPER DURING i ASSEMBLY) JOINT ASSEMBLY DETAIL INSIDE WALL OUTSIDE WALL JOINT CONSTRUCTION DETAIL EXTERIOR JOINT SEALANT MEMBRANE (6" MIN) EXCESS JOINT SEALER k` CENTERED ON JOINT SHALL BE TRIMMED FLUSH TO INSIDE ALL LIFTING HOLES (INSERTS) SURFACE SHALL BE FILLED WIT MANHOLE JOINT "A" "B" "C" "D 7° JOINT ANGLE53.043 52.543 51.500 1 52.000 48" 1. D. 5" �., H `- NON -SHRINK GROUT AND P COATED WITH BITUMINOUS WATERPROOFING MATERIAL COMPLETED JOINT DETAIL PRECAST SEWER MANHOLE JOINT DETAIL JANUARY 2014 PLATE S-17 Lu Lu w Ofw 0-i TOP OF PAVEMENT AVG GRADE SURFACE VARIES "f T•r�; FOR EXISTING PIPE EXCEEDING 3'-0" DEPTH EXISTING CONFLICT PIPE SAND CUSHION 3" MIN. 6" PVC SEWER SERVICE (NOTE #3) LATERAL PIPE (MIN) SLOPE 1/8" PER FOOT(NOTE #2) 6" PVC BEND VARIABLE TO BE DETERMINED BY ENGINEER IN FIELD NOTES: 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. 2. FLATTER SLOPE MUST BE PRE -APPROVED BY JEA 0 & M MANAGER (ONLY) PRIOR TO CONSTRUCTION 3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. HOUSE LATERAL UNDER CONFLICT PIPE JANUARY 2014 PLATE S-24 OUTSIDE WALL RAD = 1/8" (TYP) V) Z O> m % W W U J W Q U U) z U. U m 0-D d 0: U W W O } m Q m W 93 z 2 Q W lzo-0 p z N 0 N O O O O N I U MJ J LL O O 0 O O O U. m J J a o m (D It C ca N _,.. co ._ :.E ui CDPa) 0 J 0 LL a W W 7 JQ 0 z !11 Ca r of r' U) Z coN W co oc W YC N < z 3 w �3 W � WN W n f- O W co LL F J 0) H W m W U o o_ SHEET NUMBER �o C=21 ILL Uo Y m �� ui m 0 aM o 0 0 U J LL W 0 a C c Nd N 0) W O W W Q Wm a N -\ C ca a ._ :.E ui CDPa) M 10 Q to W 0 z !11 Ca r of r' U) W W N 0 0 a. a O N J W 0 06 U) W 0 z w W W F W z Q z H W m W U o o_ SHEET NUMBER C=21 0 0 a. a O N 3 0 J w w 0 J F 0 0 co U w w m w Q � SEWER MAIN PIPE i SEE NOTES ON DETAIL S-27: (1,4,5,&6) OTHER UTILITY PIPE PLAN VIEW MINIMUM HORIZONTAL SEPARATION (FEET) OTHER PIPING TYPE GRAVITY FM 1. WATER MAIN (NOTE #1) 6-10 6-10 2. RECLAIMED WATER MAIN 3 3 3. WATER MAIN (SPECAIL CASE, 3 6-10 NOTE #3 PLATE 27) NOTES: 1. THE HORIZONTAL SEPARATION BETWEEN OTHER UTILITY MAINS NOT NOTED ABOVE SHALL BE 3 FEET MINIMUM. 2. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES (HORIZONTAL CLEARANCE) OF THE MAIN SHALL BE PROHIBITED, MINIMUM HORIZONTAL SEPARATION REQUIREMENTS R MAIN PIPE MINIMUM VERTICAL SEPARATION (INCHES) OTHER PIPING TYPE GRAVITY FM WATER MAIN ON TOP WITH JOINT CENTERED O ER OTHER UTILITY PIPE SEE NOTES ON DETAIL S-27: I. WATER MAIN (NOTE #1) 6-12 12 (1,4,5,&6) 2. RECLAIMED WATER MAIN 12 12 ER UTILITY PIPE SECTION VIEW NOTES: 1. IF THE SEWER MAIN IS ABOVE THE WATER MAIN THEN A 12" MINIMUM VERTICAL SEPARATION IS REQUIRED. 2. THE VERTICAL SEPARATION BETWEEN OTHER UTILITY MAINS NOT NOTED ABOVE SHALL BE 6 INCHES MINIMUM. MINIMUM VERTICAL SEPARATION REQUIREMENTS SEPARATION REQUIREMENTS FOR SEWER MAINS REVISED: JANUARY 2014 SANITARY SEWER NOTES 1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. 2. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 -FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ON-SITE PVC GRAVITY SANITARY SEWER PIPE: 4.1. SHALL BE MADE OF GREEN PVC MATERIAL HAVING A CELL CLASSIFICATION OF 12454 B, 12454 C OR 13354 B AS DEFINED IN ASTM D-1784 4.2. SHALL CONFORM TO THE REQUIREMENTS OF SDR 26 (ASTM D3034). 4.3. SHALL INCLUDE ELASTOMERIC GASKET JOINTS MEETING ASTM F477 4.4. BEDDING & BACKFILL MATERIAL AS WELL AS INSTALLATION TO CONFORM TO PIPE MANUFACTURER'S REQUIREMENTS. 5. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 6. ALL PVC SANITARY FORCE MAIN SHALL BE CONSTRUCTED BY AWWA C900, DR18, GREEN PVC PIPE. 6.1. RESTRAINT OF SANITARY SEWER FORCE MAIN SHALL BE IN ACCORDANCE WITH THE APPROPRIATE RESTRAINT TABLES SHOWN HEREON IN THESE PLANS. 6.2. RESTRAINING JOINTS FOR MECHANICAL JOINT FITTINGS SHALL CONFORM TO REQUIREMENTS OF ANSI / AWWA C111 / A21.11. 7. POINTS OF CONNECTION FOR THF SANITARY SFWFR IINFR ARF TO QW rf)r)0nIAIATC-n UATU PLATE S-26 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 AWJVA 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 R=GULATED UNDERPART 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 JANUARY 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 TWE', -VE (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 THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM AIJY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER OR WASTEWATER FORCE MAIN. 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER 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, PRIOR TO CONSTRUCTION. JANUARY 2014 NOTES ON UTILITY SEPARATION REQUIREMENTS - SEWER 8. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. CONTRACTOR SHALL NOTIFY ENGINEER AND THE APPLICABLE AGENCIES AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. 9. AT LEAST 3 WEEKS PRIOR TO CONNECTION TO THE EXISTING SANITARY FORCE MAIN, CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER AND THE APPLICABLE AGENCIES, DEPARTMENT OF SANITARY SEWERS FIELD ENGINEERING OFFICE AND SUPPLY THEM WITH CONNECTION DETAIL, THE CONTRACTOR'S NAME, STARTING DATE PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS AND A PRESSURE TEST ON ALL FORCE MAINS (AS APPLICABLE) IN ACCORDANCE TO APPLICABLE AGENCIES REGULATIONS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE APPLICABLE AGENCIES' DEPARTMENT OF SANITARY SEWERS FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION TO ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 10. ONE OR MORE OF THE FOLLOWING CERTIFICATES/SHOP DRAWINGS, DEPENDING ON THE TYPE OF CONNECTION, WILL BE REQUIRED. a. DIP/PVC CERTIFICATE OF MANUFACTURE. b. JACKING PIT DETAIL. c. MANHOLE SHOP DRAWINGS AND STRENGTH REPORT. d. CRUSHED STONE SUBMITTAL. e. FRAME AND COVER SHOP DRAWINGS. f. VALVE SHOP DRAWING. g. FLEXIBLE COUPLING SHOP DRAWINGS. h. MANHOLE DROP i. CASING PIPE CERTIFICATE. j. CONNECTION DETAIL. 11. THE CONTRACTOR SHALL PERFORM A LEAKAGE TEST (INFILTRATION, EXFILTRATION OR AIR PRESSURE), A TELEVISION INSPECTION, AND A MANDREL (GO, NO GO) TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE ENGINEER'S REQUIREMENTS AND THE REGULATORY AGENCY HAVING JURISDICTION. COORDINATION OF TESTING AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 12. ALL SANITARY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACK FILL. CONTRACTOR TO NOTIFY THE ENGINEER AND APPLICABLE AGENCIES 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. 13. ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. 14. THE SANITARY SEWER COLLECTION SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL APPROVAL FOR CONNECTION IS OBTAINED FROM FDEP. THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S ENGINEER SANITARY SEWER SYSTEM AS -BUILT INFORMATION AT LEAST SIX WEEKS PRIOR TO ANTICIPATED DATE OF CERTIFICATE OF COMPLETION APPLICATION. FAILURE TO OBTAIN FDEP APPROVAL PRIOR TO PLACING THE SYSTEM IN OPERATION MAY RESULT IN SUBSTANTIAL FINES. 15. ALL PROPOSED MANHOLES LOCATED DOWNSTREAM OF A FORCE MAIN DISCHARGE POINT SHALL BE COATED WITH AN ACID RESISTANT COATING MATERIAL MEETING THE CITY of ATLANTIC BEACH AND FDEP CRITERIA. PLATE S-27 Scq O U W O w (L V) z O } (n m 1 W Lj of U � U (FV z (0 LL U o N IM V, J 0 LL V 0_ UJ_a 7 O U J CN — >U) O N Z N O cU W J tAUOLL } 0 L N `D m Lu r W �o I. - Oa co O W U) n m m D z J O (Y (0 U LL 0 (n Y (0 o w z a 0 0 LL m LLI Q X V o o w mLLI a1p w CL J LLI 0 W F- 0 z w uj F— F— w Q z z F F- LLj U W0 a_ N n. 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