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1089 Atlantic Boulevard ASHLAND STORAGE 2019 J `a� uuunnurnrn C ' T o,_:ax b O. >A) r.�J 120'f ,,,, ........ ..... p� ;Y fit Ifil,WW") N N N ' O N O ELEV. 12.00 ELEV. = 12.00 Cq � a Z b � 00 cn •• EXISTING GRADE 3 � cz � v a ° w ° U TYPE C INLET ELEV. = 11.00 v ELEV. = 10.50 4 SLOPE TO MATCH SLOPE TO MATCHT l EXISTING GRADE PROPOSED GRADE SWALE CROSS— SECTIONco 1 N L N Co p U N GRATE 0 N GRATE ELEV. = 10. 15 TRASH SKIMMER TOP ELEV. = 10. 50cd � 12" s 0 H Date Submittal 0 ---- - -- 11/30/15 COAB Review Set .CD 07/30/15 FDOT 05/19/15 COSA Review Set 12/01/14 Permit _, 15 RCP TO ST- 2 ` ` uAa 06/03/14 Pricing 15 RCP TO ST- 4 05/01/14 Permit INVERT ELE = 6. 50 f °�> n ;q Sheet Name c . � �. INVERT ELEV. = 6 . 50 4J „� Mgrading �� o AVht� 4t'Y°y mop mage ,, � y ami etai Is Sheet Number c 5;A052" 110 Project Number TYPE C INLET IN SWALE (ST-3) TYPE C INLET EXISTING CO NECTION FROM ST- 2 14-307 j a wtui-nuinu/ w RAISED LETTERS, 1 3/4" HIGH 6 FLUSH WITH TOP OF COVER So d Qq.!r/ 1• Beveled or Round w P Corners zqj of , A C -' BRICK KS - _ =�j� Q ` `� Y OPENINGS SHALL 2 3/4' o / ( I 1\\ ,�} dry e••� \ z Iq .-- / s• J/ //// see• P5\\\\\\\\\ SLOT NOT BE IN WALLS RAISED LETTERS 1" HIGH �' WITH GRATE SEAT COVER 2— #8 Q 6 O.C. — — — — — — — — — --) — — — — — I N " � FL SH WITH TOP OF COVER ¢ _ _ �-• 1---=— 2"x2"x?" 4 EIto 'o o< N 4'-1" 3'-1" / STORM ° o Y � ' v •• O Q Q SEWER �, o I I a cV Z iJ v 2 CONCEALED PICKHOLES — -- — — — — — - —� — — — — -\ — M o b NOTE: CONC. DESIGN w w 3 1/4" _ ( °� 'n N STRENGTH 0- a 1 �¢ \ c� oo v 4000 P.S.I. \ !\�� p >n � a� N b opo o NOTE: \ i r., n M 6•• „ FRAME & COVER SHALL BE w d \ O MACHINED OR GROUND AT •y C) c 4 Q m ! ! i 1 FC 0R t P' TOUCH NG SURFACES SO AS EYE BOLTS I I I I I TO SEAT FIRMLY AND Sod � � Concrete Slab, 4" Thick •• (SEE PLATE o -' -' 2 3/4„ PREVE T ROCKING. Reinforced With WWF 6x6 – W1.4xW1.4 N en o a o D-210) 6•• 2,_0,> 6„ 1 0 0 0 0 0 81, �'�,, I 2 1/4" 3 ?" PLAN "JI 1 .1 L in co i aU o 0 � 34 1/2" � • 3 ?" T2 1/4" ALL EXPOSED CORNERS PRECAST IN ACCORDANCE . / AND EDGES TO BE WITH LATEST EDITIONS COVER TOP VIEW - SINGLE PIPE y 2 CHAMFERED 3/4" OF ASTM C '478 . GROUT MANHOLE COVER AND FRAME (265 LBS.t 5 LBS.) V PER CITY OF JAX. STD. 2"x2"x1/4 ANGLE IRON GRATE SEAT SEE PLATE D-209) 1 ( 3/4" MIN. THICKNESS 1» 2'-8" BRICK , #4 @ 12" O.C. B.W. a T.. 2„ CLEAR • •.. 2' Sod GROUT, "RAMNEK" OR ¢; .,..w „0" RING JOINTS 1 1/2„ Irl 4° „ 2 1/4„66" PIPE MUST WHERE REQ'D. 1 1/2 1 A -_� VARIES NOT BE IN �- MAX. DEPTH 15' CONST. JOINT n 35 3/4" a cL w MINIMUM WALL THICKNESS SHALL - GROUT, OR "RAM-NEK" w BE ONE TWELFTH OF THE DIAM. 1 1 8" 3/4 JOINTS WHEN REQUIRED M `� 2 1 /2 Connector D 436 > „ OF THE RISER, WITH A MINIMUM " N`o RCP / ERCP Ditch Grade CLEAR WALL THICKNESS OF 5 8-RIBS 7/8„ . Pipe o � � _y ?"/FT. Saddle---''� I.- V/////////////7////////////7777777/////,( MIN. 1� Not PIPES SHALL BE FLUSH Less 0 P.S:F. WITH INSIDE WALL. 5/8„ �- 32 +'-� 4 /4 4" Pipe #4 Bar 6^ � 4' Sod BEARING CAP I „ Than 2000 a #4 0 12 O.C. B.W. 40 1/2" 2 Dor S PIPS MUST NOT BE IN FRAME No Pipe Joint Permitted CONSTRUCTION JOINT Unless Approved) By The Engineer (215 LBS. APPROX.) E _ PIPES SHALL BE FLUSH 5/8" WITH INSIDE WALL 1 1/4" 1 3/8" SECTION 4 @ 6" O.C. B.W. //y G PSF# 1/2„ Shope: � � c,•) MINIMUM BEARING CAPACITY 2000 " (1 ---� �-- 3/4" 4: 1 Miter To ? Of Pipe For Pipes 18 & Smaller � 2 1/4 I 2: 1 Miter For Pipes 24" & Larger, For RCP. PICKHOLE DETAILS RIB DETAIL 4: 1 Miter To Major Axis For Pipes 24"x 38" & Smaller. 2: 1 Miter For Pipes 29"x 45" & Larger, For ERCP. 'U 01 0 SEWER MANHOLE TYPE J- 1 TH R U J- 1 — F ` 2 MITERED END SECTION 3 TYPE C INLET STORM S SHALL NOT BE SLOT OPENING U IN WALLS WITH GRATE SEAT D F_ 1 3/4„ CURB IRON C 000000000 000000000 C 3 13/16" HOUR , GRATE CURB INLET FRAME �- 000000000 000000000 �z 3/4" c� 000000000 000000000 40 3 1 / 2" 10" 2 1/4" 3'-0" 2 1/4„ O�l1lJ0Ul)UU ODUO�D�UO �1 00 ► 000000 331/8" S 0 [100000000 00 0 • a' I I I I ? ROUNDED - 1" L /2" I- --! 2" „ 8" CORNERS 5'-6" 4 6 w- D 8 36 " " 5 �-- 2"x2 x? 5z" 14 — 28 �„ (SEE PLATE D-209) 26"---ll--- 26" 27 ?" CURB IRON 3 ? 3 . SECTION C—C 33 1 /8" 3 5/8" 36 1 /8" ? 25 " FRAME CURB- INLET FRAME GRATE CURB IRON 40 It 3 �„ GRA TE 4?" 9„ �„ • J MORTAR SEAT 2' �1 �- Date Submittal 6„ SECTION D—D BRICK MORTAR MOR AR 12" SEAT 3 �„ 2» PLAN TRAFFIC BEARING 25 ?» » 2? GRATE FOR BRICK 3" BRICK EYE [BOLTS TYPE "E" INLET e " I I 3 1 /2" 5/8 4 e1 „ 1 /2„ NOTE: 2 GRATES SHOWN 8" 36" 8" 3 2 , EACH GRATE SHALL.HAVE A 3 �„ 3 ?" MIN. WEIGHT of 316 LBS. GROUT, OR "RAM-NEK" DEPTH - JOINTS AS REQUIRED SECTION PLAN i —�- VARIES _ 2 CLEAR — 2 28 1 /8" EP �i GRATE • 2 CL. GROUTED OR RAM-NEK ISA°� .�1� 11/30/15 COAB Review et JOINTS WHERE REQUIRED ?•/FT. #4@ 12" O.C. B.W. _ MAX. DEPTH 15 „ 7/8" 25 5/8" S1GNE-6 " ` ----� 07/30/15 DOT VARIES 6„ . 6„ • • 3 13/16 2 15/16" �� - _ 05/19/15 COSA Review Set 1 2" T. #4® 6" O.C. B.W. �� ' 12/01/14 Permit a u; / / #4@8 O.C. r, w 8" .—.�-. . � �.g � 06/03/14 Pricing 2" CLEAR r ' e ° ' PIPE MUST NOT BE / / / \ ¢ 05/01/14 Permit 3 3 16 2 5 1 8 2 1 2" ° IN CONST. JOINT ' Sheet Name •—e—s—e a—e-e—e BEARING ''a '"t'��✓�: r. ��°� o n`: , SECTION " Grading 4 BARS @ 12 O.C. BEARING CAPACITY MINIMUM 2000 PSF PIPES MUST NOT BE IN NOTE: CONC. DESIGN STRENGTH 4,000 PSI APPROX. 180 LBS. �i�raina`ge MIN. BEARING CAPACITY 2000 PSF CONSTRUCTION JOINTS PIPES SHALL BE FLUSH WITH INSIDE WALL Detlils SECTION PIPES SHALL BE FLUSH Sheet /dumber WITH INSIDE WALL NOTE: CONC. DESIGN 3%J 4. STRENGTH 4,000 P.S.I. Project Number TYPE E INLET 4 STORM. SEWER CURB INLET 5 14-307 in0W1l0 AUVilNVS E-S 'Z-S S31d-)d noz Ajvmvr VS 31V]d t Boz ki:idnNVP SH3M3S „ 2-„8 1AA00 (INV `dH- 31OHMdW H3M3S AIJViINVS ��OHNdW „d►, �dAl H�M�S AHdlINdS t,l.oz m:jdnrvdr V �'�,`� (13NSV0 3N3lAdO3N NO O9Ol.d3f.ON)`ONIa31131 DIN3N3`0.b3M3S Aad11NVS. 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IT IS REQUIRED THAT WATER MAINS"BE INSTAI LED,CLEANED,DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL (SEE NOTE#4) J���` SURVEY PERFORMED IN ACCORDANCE WITH'i hE LATEST APPLICABLE AWWA STANDARDS,CHAPTER 62-555,F.A.C.AND LATEST WATER OR RECLAIMED WATER MAIN PIPE MINIMUM HORIZONTAL �'�'F;TTING POLY TUBING W/"Y" 1"MI PACK SET AT FINAL GRADE(NOTE#7)JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION,THE PHRASEWATER MAINS"SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING,CONVEYING EITHER RAW,PARTIALLY TREATED,OR FINISHED DRINKING WATER; _ OTHER PIPING TYPE SEPARATION(FEET) JOIN COUPLING t` CO-POLYMER METER BOX � h FIRE HYDRANT LEADS;AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER, IN ADDITION, MUL I-SERVICE"Y" &COVER(NOTE#1) THE PHRASE"RECLAIMED WATER"REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C. {2"F INLET AND 3 �] 1.GRAVITY SANITARY SEWER 6-10 (NOTE#2) 1Yz"POLY TUBING METER COUPLING(NOTE#4} `.O OR 1"FIP OUTLET) 12" N 2. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE LONG-SIDE WATER SERVICE 2"M PACK SERVICE SADDLES WITH CURB STOP (MAX) (3)FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, 2.GRAVITY SANITARY SEWER 3 (NOTE#2) POLY TUBING(1 MIN.) JOIN COUPLING 24"SEPARATION AT A LOCATE WIRE PIG � STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER. SEE NOTES ON DETAIL W-11 (SPECIAL CASE,NOTE#3 ON DETAIL W-11} TAIL END (12"LONG) cV ti (SEE NOTES 1,2,3,7&8) MIN.(NO GLUED TEES) F+ Cq 3. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO r?OVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) 3.SEWAGE FORCE MAIN 6-10 (NOTE#2) %/\//\//�//\//\�/f\//\//\//\//\//\/�/ �!, \//\// f/ /\ U M p FEET,AND PREFERABLY TEN(10)FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR 2. POLY T BING ��\�\<\l\�\/.\�\�\/\/\/\ \/\�\�\/\/ \! PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER,WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED 4,GRAVITY STORM SEWER 3 (NOTE#3) Z 'V 00 U •� WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS ROADWAY CORPORATION STOP REQUIRED ON iv +- MAY BE REDUCED TO THREE(3)FEET WHERE THE BOTTOM OF THE WATER MAIN IS/AID AT LEAST SIX(6)INCHES ABOVE THE TOP OTHER UTILITY PIPE 5.RECLAIMED WATER 3 SADDLE WlCORP 2"SADDL W/CORP STOP ALL SERVICES REGARDLESS OF SIZE. METER N +- p M .-may N OF THE SEWER(SPECIAL CASE). STOP(TYP) (CONNECTED DIRECTLY TO SADDLE) (NOTE#4) Y IN D 4. NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE 6.ELECTRIC,PHONE,CABLE,GAS 2 4"G.V.(MIN) _ w 4-4 p SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND PLAN VIEW 2'MAX(SEE NOTE#4) O x ,Sti PREFERABLE TWELVE(12)INCHES,ABOVE OR AT LEAST TWELVE(12)INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. CONNECTION TO CUSTOMER'S HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, WATER MAIN SHORT-SIDE WATER SERVICE WATER MAIN AND BACKFLOW U NOTES: POLY TUBING(1"MIN.) SET CURB STOP AS r '� O METER BOX LOCATION PREVENTER(1F APPLICABLE) M p p 5, NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY 2' WATER METER BOX(NP) CLOSE TO WALL AS M m IZI 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. NEAR UG ELECTRICAL SERVICE SADDLE t"'I SEWER,WASTEWATER OR STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE ( SET METER ON UNDISTURBED 4J 2 POSSIBLE(2 MAX} '.-�i �.{ OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE(12)INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. BOX,NOTE#1) 7 1/2'JEA ELECTRICAL EASEMENT (SEE NOTE#2) OR COMPACTED SOIL U ...� 2. .THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND SEWAGE FORCE MAINS OR GRAVITY SANITARY SEWERS IS 3 POLYETHYLENE WATER M U HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, FEET(MIN). 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ® EASEMENT JEA ELECTRICAL RNV y SERVICE LINE h ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. 3. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWERS IS 3 FEET PER JEA RULES. EASEMENT W/UG ELECTRIC o (100LF MAX.,NOTE#3) ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE BOX M DRAINAGE RNV:RIGHT OF WAY LINE EASEMENT(NOTE#3) P/L P/L:PROPERTY LINE ACCEPTABLE RANGE FOR (3)FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS,STORM SEWERS,STORMWATERt FORCE MAINS,OR PIPELINES P/L TAPS 0°-45° V CONVEYING RECLAIMED WATER,AND AT LEAST SIX(6)FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY MINIMUM HORIZONTAL SEPARATION REQUIREMENTS SEWERS,WASTEWATER FORCE MAINS,OR PIPELINE CONVEYING RECLAIMED WATER. DOUBLE �n WATER SERVICE 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEA!;TTHREE(3)FEET FROM ANY (SEE NOTE#6) I DISTRIBUTION MAIN EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST .t THREE(3)FEET,AND PREFERABLY TEN(10)FEET,FROM ANY EXISTING OR PROPOSED VACUUM-'TYPE SANITARY SEWER;AT NOTES LEAST SIX 6 FEET,AND PREFERABLY TEN(10)FEET,FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE k: O WATER OR RECLAIMED WATER MAIN PIPE NOTES: SANITARY SEWER OR WASTEWATER FORCE MAIN. MINIMUM VERTICAL 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. CTUAL LOCATIONS OF BOXES MAY OTHER PIPING TYPE SEPARATION (INCHES) VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED.TYPICALLY,THE ME R BOX SHALL LOCATED AT THE RNV 1, SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM LINE BUT INSIDE THE 7 1/2'ELECTRIC EASEMENT. ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1"WATER SERVICES WHICH ARE INSTALLED ON A DRY 10"SIZE OR SMALLER x CG b x SANITARY SEWER 6 12 NOTE 1&2 UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY NASSAU CLAY OR ST.JO S COUNTY THE METER BOX SHALL SIZE AND LARGER,A BLE BAND MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE WATER MAIN ON SEE NOTES ON DETAIL 1.GRAVITY S R ( ) 2. U ( ), 0 WATER MAIN(NEW WATER MAIN CONSTRUCTION).FOR WET TAPS OR WATER MAINS 12 S A R DOUBLE w CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, TOP WITH JOINT W-11;(1,4,5,&6) BE LOCATED IN THE JEA 7 1/2'ELECTRIC EASEMENT,AND TWO FEET INSIDE OF THE PRO NGATION OF ONE OF THE SIDE SADDLE IS REQUIRED.BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED PRIOR TO CONSTRUCTION. CENTERED OVER 2.SEWAGE FORCE MAIN 12 PROPERTY LINES.IF A CONFLICT EXISTS WITH OTHER UTILITIES,THE METER BOX MAY 8 ADJUSTED TO FOUR FEET(MAX,) ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. OTHER UTILITY PIPE INSIDE PROPERTY LINES(IN LIEU OF TWO FEET).UNLESS APPROVED OTHERWISE BY JE THE WATER METER BOX SHALL BE E L0' 3.GRAVITY STORM SEWER 6-12 NOTE 1&3 LOCATED IN NON-TRAFFIC AREAS(NOT IN SIDEWALKS OR DRIVEWAYS).IF THE METER B IS APPROVED BY JEA TO BE 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED ) ;z ( ) LOCATED IN A DRIVEWAY OR SIDEWALK,THEN THE CONSTRUCTION SHALL MEET STAND D DETAIL NUMBERS W-3&4,AT A OTHERWISE BY J.E.A.CONSTRUCT POLY LINE WITH 24"(MIN.)COVER UNDER ROADWAYS.THE POLY WATER SERVICE LINE SHALL NOTES O N UTILITY SEPARATION REQUIREMENTS 4.RECLAIMED WATER 12 (NOTE#2) MINIMUM(SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BO AND TOP).SET TOP OF BOX AT BE SAME SIZE AS THE METER(1"MINIMUM)AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS FINISHED GRADE.IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA,THEN THE CON CTOR OR CUSTOMER SHALL BE APPROVED OTHERWISE BY JEA. PLATE W-11 RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED INT SIDEWALK OR DRIVEWAY OR THE JANUARY 2014 � 5.ELECTRIC,PHONE,CABLE,GAS 6 COST TO PROVIDE THE CORRECT METER BOX.JEA SHALL APPROVE ALL DEVIATIONS TO HE ABOVE PRIOR TO CONSTRUCTION. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS"NOT IN USE"(LE.:IF NO METER IS INSTALLED).WATER SERVICES OTHER UTILITY PIPE SERVING VACANT LOTS(SERVICE NOT IN USE),SHALL INCLUDE A"W"CUT INTO THE CURB(CLOSEST TO THE METER BOX),AND 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS,METER BOXES SHALL BE OCATED AT THE EASEMENT LINE BUT PAINTED BLUE(PAINTED PURPLE FOR RECLAIMED WATER).IN ADDITION,FOR NEW DEVELOPMENT AREAS WHERE THE WATER SECTION VIEW OUTSIDE THE EASEMENT AREA. 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(HEX ON BARREL TYPE). 4. FOR SINGLE SERVICES,THE HORIZONTAL DISTANCE(PERPENDICULAR TO THE MAIN)BE EEN THE SERVICES SADDLE AND THE NOTES: METER BOX SHALL BE 2 FEET MAXIMUM.FOR DOUBLE 1"SERVICES,THE 1 Y:"POLY MAIN HALL BE LOCATED CENTERED 5. NO 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. 1. IF THE WATER MAIN IS BELOW THE SANITARY GRAVITY SEWER PIPE,RECLAIMED WATER MAIN OR STORM GRAVITY SEWER PIPE, BETWEEN THE TWO METER BOXES.LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR REATER IN LENGTH.IF LOCATE WIRE THEN A MINIMUM IN 12"VERTICAL SEPARATION IS REQUIRED. IS REQUIRED,THE WIRE SHALL RUN FROM THE METER BOX(W/PIG TAIL)TO THE MAIN(D D END SHALL BE TAPED WITH NO 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE RE AS GROUND).ALL EXCEPTIONS TO DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. THIS REQUIREMENT MUST BE APPROVED BY JEA.THIS WILL ASSIST IN LOCATING EXIST/ SERVICE LINES IN THE FUTURE. 2. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND POTABLE WATER,GRAVITY SANITARY SEWER,OR SEWAGE 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 FORCE MAIN IS 12-INCHES(MIN.) 5. GANG WATER SERVICES:FOR 3 OR 4 SERVICES IN ONE AREA,A DUCTICLE IRON PIPE(D.1 .)WATER MAIN EXTENSION W/LOCATE PLACED ON TOP OF BOX). 3. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWER IS 6-INCHES MIN.)PER JEA RULES. WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOW ON THE DRAWINGS.LOCATE WIRE ( SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN.FOR 5 OR MORE ERVICES IN ONE AREA,A WATER MAIN 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH.SEE PLATE W-44. EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDES VICES WHERE SHOWN ON THE DRAWINGS(TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN).FOR WATER SUPPLY H DERS WHERE 5 OR MORE TAPS ARE MINIMUM VERTICAL SEPARATION REQUIREMENTS CONSTRUCTED,THE HEADER PIPE SHALL BE 4"AT A MINIMUM.EXAMPLE:CONSTRUCT A "MAIN D.I.P CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS,UTILIZING 4"G.V.,4"PIPE,4"X1"SADDLES AND 1"CORP TOPS(NO GLUED TEE FITTINGS).THE �/� �� 4"OR LARGER D.I.P.WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E.ENGINEER. Y Y AT E R SERVICE DETAIL- 2 AND SMALLER METER n 6. DOUBLE 1"WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AN WHERE SHOWN ON THE DRAWINGS. JANUARY 2014 PLATE W-2 (� MINIMUM SEPARATION R EQ U I R E M E NTS 7. A 1"IRRIGATION SERVICE MAYBE TAPPED INTO THE(1"MIN)DOMESTIC WATER SERVICE INE(WHICH SERVES THE SAME CV FOR WATER MAINS CUSTOMER)UTILIZING A 1"BRONZE"Y"FITTING.(IN AREAS WHERE NO RECLAIMED WAT IS AVAILABLE). (� 8. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE, JANUARY 2014 PLATE W-10 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TOT E ABOVE AND SHALL BE LOCATED,AT A MIN.OF 10' FROM THE POTABLE WATER SERVICE,AND/OR BOX AND NOT ALLOWED IN ONCRETE OR ASPHALT UNLESS 0 w APPROVED OTHERWISE BY JEA. WATER SERVICE INSTALLATIONS v 2" AND SMALLER METER � JANUARY 2014 PLATE W-1 MJ TEE OR HYDRANT TEE (ANCHOR TEE)SIZED AS REQUIRED HYDRANT SUMP(PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN). f�� y 3/4"RODS(24"LONG MIN) U - 30"MIN. l zo U 6"PIPE �} ,- 3/4'RODS ALONG FIRST 15 LF--J (� FROM HYDRANT(NOTE#2) 6"M.J.GATE VALVE(RESTRAINTS REQ.) 2`8-------� POSITIONED NEAREST TEE FITTING MECHANICAL RESTRAINT REQUIRED(TYP) 00 WATER MAIN APPLY GROUT TO FILL ANNULAR SPACE Ic O PLAN PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD COMPACTED EARTH(TYP) 24"ROUND PRECAST CONCRETE SMOOTH HOSE BIBS PAD 4"THICK(SEE SPEC)SET ON 90°BEND(TO BE (TO BE REMOVED) PROVIDE RAISED PAVEMENT MARKER MAXIMUM TRENCH WIDTH COMPACTED EARTH,(SEE NOTE#6) REMOVED) GENERAL BACKFILL ( VALVE BOX ADJUSTMENT(SEE NOTE#5) (SEE NOTE#6) (SEE NOTE#1) MATERIAL COMPACTED II 3-WAY FIRE HYDRANT PUMPER NOZZLE TO 100%MAX.ASTM D69B f FINISHED GRADE TO FACE q OF PAVEMENT �E�\NOTE \\;r PROVIDE BLUE PAINT TO �// ..x % III WATER SHALL FLOW VALVE BOX&COVER(TYP) (SEE NOTES#3&#4) �\ \ \ I STRAIGHT DOWN / / /\/\/ / \ \\//�// /t\ (NOT ANGLE) %//. / / // /� /' THE INSIDE OF THE TOP SECTION WATER VALVE BOX o � \\\/i OF THE BOX(NOTE#5) \\�\ \\�\\�0 o (I (COVER PAINTED YELLOW) d ELECTRONIC LOCATE BALL MARKER " FINISHED GRADE BREAKABLE FLANGE ? \� iv % 6"PVC RISER PIPE N IY FINISHED LOCATED WITHIN 12"FROM LOCATED(1"MIN.)ABOVE �` \\\' BACKFILL COMPACTED TO 98% (LENGTH AS REQUIRED) m FINISHED GRADE GRADE // MAX.DENSITY,ASTM D69B(SEE PROVIDE"V"CUT IN TOP OF 6" RISER PIPE(NOTE#10) i-ff //,// NOTES#3&#4 RISER PIPE FOR LOCATE WIRE � Y i ;i!iGi�ii%ii i i i i•, ) GATE VALVE W/2"OPERATING Date Submittal PIPE DIAMETER-� \// ACCESS INTO VALVE BOX _N T(NOTE#4)LOCATING WIRE a \� PLASTIC DEBRIS SHIELD REQUIRED uJ ON ALL VALVES 12"AND SMALLER LOCATE WIRE IF REQUIRED LEAVE DRAIN a O \\�' (SEE NOTE#9) PIPE(Yz"SIZE MIN.)(TO BE REMOVED)ROUTE TO (SEE NOTE#1) BARE WIRE DEAD-END HOLES OPEN wo W j' * \\\ PIPE TO BE INSTALLED ON ROADWAY SHOULDER IF \ UNDISTURBED SOIL OR SUITABLE �/\ , sa /\\ /, REQUIRED(SEE NOTES) (NOTE#1) =W �' /��/ SOIL COMPACTED TO 100%MAX. RESTRAINED MECHANICAL _ Co W DENSITY,ASTM D698(NOTE#2) JOINT(TYP) C,�..\:.� 12"(MIN)LAYER OF#57 BUSHING IF REQ.(TO BE REMOVED) > %/\%\`/\%\\%\\%\�\/\%\\% _� STONE(REQUIRED FOR 1"THREADED PLUG(TO BE INSTALLED AFTER T iv / / /\\- \/ / //\///' UNDISTURBED EARTH VALVES 20"AND LARGER, BACTERIOLOGICAL CLEARANCE IS RECEIVED) (NOTE#7) 8 90°DEGREE BEND(TO BE REMOVED) NOTES: � PROVIDE FILTER FABRIC(MARAFI 700X,1401S L772._8"NT SUMP 1"CORPORATION STOP CONNECTED TYPICAL TRENCH OR EQUAL}TO TOP AND ALL 4 SIDES. 1. FOR UNPAVED LOCATIONS,A PRECAST CONCRETE VALVE PAD SHALL BE PROVI ED AND INSTALLED FLUSH WITH GRADE.CONCRETE DIRECTLY INTO SADDLE(TO REMAIN) PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY,UNLESS SHOWN R NOTED OTHERWISE. 1"WATER SERVICE SADDLE Ric (TO REMAIN)(NOTE SECTION NOTES: 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING(SEE DETAILW-44). AT 00 OR 9;00 POSITION) AT OUTLET, �pp�37�� NOTES: 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE 3. A"V"CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW G DE VALVES,THEW"CUT IS TO BE PAINTED GREEN. CENTER OF THE PIPE;OTHERWISE,TRENCH SIDES OSSIBLE OR AS REQUIRED BY OSHA 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, STANDARDS.EER TO THE MEASUREMENT AND PAYMENT ASECTION(SECTION#80LL BE AS VERTICAL AS 1,PARAGRAPH#4))TO DETERMINE MAXIMUM 4. IN PAVED AREAS,INSTALL VALVE AT A DEPTH TO ALLOW A 12"MIN.DISTANCE BE EEN THE VALVE COVER PLATE AND THE TOP OF WATER MAIN SIZE&TYPE VARIES SIGNEDD _- `-/ THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE ENID OF THE WIRE SHALL BE PAYLINE WIDTHS. THE VALVE OPERATING NUT.OUTSIDE OF PAVED AREAS(GRASS),INSTALL VALVEAT A DEPTH TO ALLOW A 6"MINIMUM DISTANCE ( ) '-' -- 11/30/15 COAB Review Set SECURED TO THE PIPE MAIN,SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT.OP TING NUT/STEM EXTENSION SHALL BE PROVIDED NOTES: "--- 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH (WHERE APPLICABLE)80 THAT THE OPERATING NUT WILL BE NO MORE THAN 30 CHES BELOW FINISHED GRADE. 07/30/15 FDOT 2, FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK ANO NOT WITHIN SWALE/DITCH BOTTOM.BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT 1, LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT,BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN ABOVE THE TOP OF THE PIPE. 5. FOR NEW CONSTRUCTION,THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE ALLOW FOR FUTURE BOX ADJUSTMENTS.ROUTE COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA ANO APPLICABLE PERMITTING SHOULDERS(NON-TRAFFIC AREAS). 05/19/15 COSA Review Set LOCATE WIRES THRU A"V"CUT IN THE TOP OF THE 6"PVC RISER PIPE FOR LOCA E WIRE ACCESS INTO VALVE BOX.THE LOCATE AGENCIES, DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE).THE 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL(SUITABLE SOIL)AND WIRES WITH A 12"LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS AS N 'ED, MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS ( or 12/01!14 Permit APPROVED BY JEA,FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11.IF PIPING BETWEEN TEE AND HYDRANT IS SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 3 PROVIDE 30"SEPARATION. 6. BRASS IDENTIFICATION TAG INDICATING"WATER",VALVE SIZE,DIRECTION AND RNS TO OPEN&VALVE TYPE.PROVIDE AYa"HOLE IN LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION( ) 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH BRASS TAG AND ATTACH TAG(TWIST WIRE AROUND TAG)TO THE END OF THE L CATE WIRE.TAGS ARE NOT REQUIRED ON VALVES 3. PIPE AND FITTINGS SHALL 8E PVC SCH.40 OR GALV.MATERIAL. �u4 06/03/14 Pricing ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 4F OF THE HYDRANT SHALL BE COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100%OF ITS MAXIMUM DENSITY AS DETERMINED BY THE INSTALLED ON FIRE HYDRANT BRANCH LINES. ( ) ¢ "� ' ' RESTRAINED UTILIZING ONLY TWO 3/4"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(MO JOINT RESTRAINT DEVICES LABORATORY MODIFIED PROCTOR TEST,ASTM D69B. `Nk 05/01/14 Permit REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PFOB or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AR Ash' ,{ERE A*v '�' 7. IN LIEU OF PRECAST CONCRETE PAD,A 6"THICK X 24"(ROUND OR SQUARE)POU ED CONCRETE PAD W/2-#4 REBAR AROUND SAMPLE TAP BY ALTERNATIVE METHODS SEE W-24 IS NOT FEASIBLE OR IF DIRECTED OTHERWISEJEA OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 5. SEE"EXCAVATION AND EARTHWORK",SECTION 408 FOR ADDITIONAL REQUIREMENTS AND EXCEPTIONS INCLUDING REMOVAL PERIMETER,MAY BE USED. ( ) ,� � y�- AND REPLACEMENT OF UNSUITABLE SOILS,DEWATERING,COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL ° � J4 s / a� Sheet Name 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT SOILS. 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20"AND LARGER.THE MINIMU VERTICAL LIMIT OF GRAVEL IS 12"UNDER THE VALVE (1. RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. d j1 a SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. UP TO Y3 THE OVERALL HEIGHT OF THE VALVE. {t f^ V ,g 1 s 4, PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND OPEN CUT TRENCH FOR PRESSURE PIPE 9. FOR VALVES 12 INCH AND SMALLER,PROVIDE A WHITE OR BLACK PLASTIC DEBR SHIELD WHICH INSTALLS BELOW THE OPERATING �. mr REPAINTED(RUS-KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL).PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS NUT.THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING N AND MINIMIZE INFILTRATION.SHIELD SHALL BE BY TEMPORARY SAMPLE TAPS !r ) �,ky � ) SHALL BE PAINTED RED. JANUARY 2014 IN STATE ROAD RIGHT-OF-WAY PLATE W-42A AFC,BOXLOK OR APPROVED EQUAL. °' k ¢y aor 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY - MPORTANT FOR BRANCH LINES WHICH TEE-QEF A 12"OR LARGER WATER MAIN,UNLESS APPROVED OTHERWISE BY JEA,THE 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER.MARKER SHALL BE 4"DIA.COLOR CODED BALL MARKER JANUARY 2014 PLATE W-27�ma q 1MFv ° F e a i s INSTALLATION OF(45°)BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). x n USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS WATER VALVE INSTALLAT ON DETAIL " PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN tee. THE CENTER OF THE TRAVEL LANE,DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE(HYDRANT, JANUARY 2014 PLATE W^1 S S h eyt Number FIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TES C is 22h, 0 JANUARY 2014 PLATE W-13 Project Number 14- 307 . t I * REFER TO TABLE FOR ENT SECTION SHOWN IS FOR GENERAL INTERFACE PAVEMENT SECTION THICKNESS """ PAVEMENT SEE PLAN CURB & GUTTER MOISTURE CONTENT CONDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY SEE PLAN FOR SIZE °g • ""'`���'ti "' LOCATION & TYPE MATERIAL DESCRIPTION LIFT THICKNESS TEST METHOD COMPACTION M VARY. SEE PLAN FOR SPECIFIC DETAILS. & TYPE s4f. `u.,6`� •,y� ILS -0P. MODIFIED PROCTOR ASPHALT (FDOT TYPE S-3) O : `r BUILDING SUBGRADE EXISTING SANDY SO • } COMPACTED FILL CONSISTING OF N/A V/FT 6" `�� C (5 BEYOND PERIMETER) �_ NON-PLASTIC, INORGANIC, 95% ROCK BASE �' GRANULAR SOIL CONTAINING LESS 12" LIME - > `• ' `' THAN 10% MATERIAL PASSING '' ` R 6 SLOPE PER PLAN — THE No. 200 MESH SIEVE T- 2 i 4 a s lm-. •'}Try ,Eta 4 2 MONOLITHIC CURB & SIDEWALK PAVEMENT SUBGRADE TO EXISTING SANDY SOILS OR MODIFIED PROCTOR � — , N „ CONSISTING OF N q � -'�..,-•-'-�;� :�- r_.� �c Z PTH OF 30 BELOW COMPACTED FILL C / 4 N ADE .. U � o N BASE NON—PLASTIC INORGANIC, 98% 6 7" GRANULAR SOIL CONTAINING LESS 12» 5 BEYOND PERIMETER) o o MATERIAL PASSING THAN 10% .. ..' 2 00 MESH SIEVE o ' THEN w LBR 100 MODIFIED PROCTOR 4i -ell N/q LIMEROCK BASE FDOT LIMEROCK, = 6» 100% SECTION ASPHALT LIMEROCK BASE 0 � z~ � � STANDARD DUTY 1.5" 611 Cn � w o MODIFIED PROCTOR 211 8» 12" SUBBASE PAVEMENT SUBBASE EXISTING SANDY SOILS OR HEAVY DU e'—� COMPACTED FILL CONSISTING OF 6" ggq, N/A LAPR6N) L LDRIVEWAY ' 7 ti NON TIC, INORGANIC, U GRANULAR SOIL, LBR = 40 _ e 10" �-• ��' +�-• t N , v LANDSCAPE AREAS EXISTING ON-SITE SOILS 12" MODIFIED PROCTOR 90% N/A 7', N . 18' 2 r ° 2 cV NOTE: 1. ALL DISTURBED AREAS SHALL BE' SEEDED & MULCHED. 12' °' � EXISTING SANDY SOLS PROOF ROLL AS `° r 6 EXISTING GROUND ALL AREAS WHERE SOD HAS BEEN REMOVED SHALL BE I a . DESCRIBED BELOW L - SURFACES TO RECEIVE N/A N/A 18 ---� I-----18" --I N/A RESODDED. AND � � I--7 --) (---18 D � y ;f FILL IN BUILDING " �— « 2. ALL ASPHALTIC CONCRETE SHALL MEET THE ~r MEDIAN CURS CITY STANDARD ` PAVEMENT AREAS MIAMI CURS ;.. UNDER THE DIRECTION OF THE ENGINEER. REQUIREMENTS OF SECTION 331 AND/OR SECTION _333, MONOLITHIC CURB HEAD CURB DROP CURB PROOF ROLLING TO BE ACCOMPLISHED U FDOT STANDARD SPECIFICATIONS. LATEST EDITION. { G SPECIFICATIONS FOR SUBGRADE, SUBBASE AND BASE MATERIALS 1 SIDEWALK , ASPHALT AND CURB SECTION 12:1 SLOPE (MAX.) HEADER CURB EDGE OF PAVEMENT/FACE OF CURB APPROVED SEALER 1/8-1 DETECTABLE W WARNINGS 1/811 /$„ 1 4„ APPROVED SEALER 1/8 W/DETECTABLE NO. FTP-25 — 1/891 — 1/490 1 1/2" TYPICAL — PER ADA) D ( 4 CONCRETE SIDEWALK HANDICAPPED PARKING SIGN / - , (FTP-25) �' _ „ n fi 1/4 R° -- a . a •-�- SHALL CONFORM TO F.D.O.T. D 4 . . .. D p/4 J a ;� Ln i c) y aa o7'to)aG atpt7)cnV(aUVaOna�- - t}iQ,n,fa.}r s TI n a. o Ilp"/2 { CONTRACTION JOINT a�aa <0c)aaEccafCDESIGN SPECIFICATIONS ° .. EXPANSION JOINT 2.0% (MAX.) DOWEL ENGTH CONTROL JOINT CROSS SLOPE CO SIRUCTION JOINT WHITE : J {250.00 FlN f \WHEEL STOP; ��N JOINT SEALER � N 18' L �'•) 1/ APPROVED SEALER z_ ( 1/49p - /2 APPRO BACKER ROD - 5' 12 STD.. z o TRANSVERSE ® �, (MIN.) PARKING 0 � � PORTLAND CEMENT � EXPANSION r CONCRETE PAVEMENT m TRANSVERSE JOINTS 18 EXITING �; ( ( a Aa MIN. D " .. /4� STRUCTURE -F— a 'k u.\4 JOINTS Cd " EXPANSION WHITE 1 1/2 GALVANIZED ` OR.CASTING NO STEEL POST. W/CAP. � � i�- -T K..° t. PROVIDE TRANSVERSE 6,0• 6" L.._ " PREMOLDED JOINT . . �. P.T. 6,-01'; MAX.) EXPANSION JOIN ACI TS ® -�) 2" / 2 / MATERIAL EXPANSION JOINT 4 -0 MIN.) APPROX. 30 SP NON EXTRUDING PREMOULDED MAX. SPACING OF SOFT. m } J %T. _ JOINT FILLER(A.S.T.M. D-175) " m ti 6 / " / \�►M14« �� TYPE P JOINT 6w 6 •. MIN. 3,000 P.S.I. Ela' `I CONCRETE f i 1. MINIMUM 28—DAY C PRESSIVE STRENGTH 4,000 PSI ADA PARKING NOTES: INCHES AND MARKED PER STANDARDS ESTABLISHED BY THE 2. MAXIMUM SLUMP ALL HANDICAPPED PARKING SPACES MUST pE SIGNED A 3. ENTRAINED AIR CON NT = 4 TO 7% DOWEL SIZE AND SPACING REQUIREMENTS (1) GUIDELINES ADAAG . a SSIBILITY ( ) " � 4. THICKNESS, d AS S OWN ON SITE PLAN „ " �^ �XI`;rv' AMERICANS WITH DISABILITIES ACT ACCE 6 SLOPES NOT. EXCEEDING 1:50 (27n IN IN. 5. MAXIMUM JOINT SPA TNG = LAYOUT AS SHOWN ON SITE PLAN D CONSTRUCTION JOINTS TYPE o NEW SIDEWALK iii�E^�;4,A L (2) PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACEM 6. JOINT TYPE AS INDI ATED ON SITE PLAN SLAB DEPTH - ALL DIRECTIONS. 7. JOINTS SHALL BEC T AS SOON AS CONCRETE HAS HARDENED DOWEL DIMENSIONS AND SPACING _____L.___.__ _ _ � DESIGNATED as RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A g' 4" WHITE STRIPE TO THE DEGREE TH T EXCESSIVE RAVELING WILL NOT OCCUR (IN') P.C. c 1 (3) ADA PARKING SPACES SHALL BE MIN. ROUND '—' SIGN SHOWING THE ACCESSIBLE SYMBOL AND BEFORE UNCON OLLED SHRINKAGE CRACKING BEGINS SEE NOTE 9 SPACE AND MOUNTED, 8. LIGHT BROOM FINISH TRANSVERSE TO DIRECTION OF TRAVEL ( ) CONTROL JOINT _ (4) ADA SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SP 9. MATERIALS, QUALITYASSURANCE, PLACEMENT AND CURING 5 TO 7 3/4"x14" ® 1$" OC EITHER ON A POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. NOTE: ALL SIGNS SHALL BE SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY00 BOLTED TO POST NOTE: PIAN 0 (5) SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHAD- HAVE DETECTABLE WARNINGS COMPLYING WITH REFER TO PLAN SHEET FOR ACTUAL OF JACKSONVILLE 330.1 SECTION 130 PORTLAND CEMENT >7 TO 9 1"x16" `' 18" OC p ADAAG 4.29.2. PARKING SPACE LAYOUT CONCRETE AND ACI 330.1-94 STANDARD SPECIFICATION FOR >g TO 12 1-1/4"x18" ® 18" OC PLAIN CONCRETE PARKING LOTS 3 STANDARD PARKING SPACE 41 CONCRETE-- PAVEMENT SECTION 5 TYPICAL SIDEWALK DETAILS 6 Q HANDICAP PARKING SPACE 44" MIN. SIDEWALK 5 TYP. CITY STREETS 6' MIN. RAMP 3' MIN. 1/4" MAX. LIP 4' RESIDENTIAL STREETS ALLOWSPLAN SEE M ( ) SIDEWALK UTILITY- f, 7s TRUNCATED DOMES STRIP TRUNCATED DOMES fi p <)<,,,.Y; ;<{,�< < }t,<,, � �;' ;..G.G. G. �, ,a_�-•�, Date Submittal ?> GpGc•'t f,•.:f C(V>�t}� O � - _ .(> 6 ,q,.( G G ('> G CUT & REMO RAMP CURB f' '`'`'�' " ' CONCRETE TRANSITION ' Gn fY c c Jc t-7 } <) )a4)Ga,at G�f>G08 RAMP CURB ' ° ` '`�'"°"` ''`)"' ' SECTION SLOPE 12. 1 CURB (MIAMI CURB ,:: `E tw }`ry �f, {, tt tsc��,�} {, 0 °°°°°°° 811 GWt,x>r)i)c�c �a-, c?c} c Uc{Jrn`'_ooc'sr, ------ G 0,:G.. , f o >�' UT AND REMOVE '�) f.Q f:) }) t) 00°0000 & GUTTER SHOWN) �U `} z> f �( G ;';� Gw z�r; ----- 11 �)°c},,c.�7<?c o <—r>7'7`)",)<,<} 'z>ao` <�Q-a>cs°a .., :.:•.':..:. d' °O°°°°°°. 'Q 5 z cn , < < n, EXISTING CURB ,. a G RAMP CUR ` - ``) AND GUTTER TO -0>{o<`;�n�> STANDARD CURB AND r c o.(.,tet• ` `, ,,, ,? �. ,+.� Ly- °°°°°°° t>,,U.;(co( <x a z ` ° GUTTER OR MIAMI CURB CONNECT C,t4{,< { ;� ;r) � �r:: � ::::... ALLOWED „<> ,�=,, rt r,e Q > .� c' 't)t'c).^ } <, } , '-.. �• G.,' `< TRANSITION ` °X n�" AND GUTTER (SEE PLAN) 12 1 MAX. — NOTE: 0000000 U"C?"f} CJ,., J 4} , .,(''C:;,,C`a„C UQC"U L`•: Cs :3 r} r, ry ', r,4. o -�( ,J, C) CZ _ �) '� DROP CURB (COUNTY STANDAR HANDICAP RAMPS, SPACES AND 00000°0 � C1f$ ){,( r. ,GC _ ,C. {3 i'7 '3 r.)c"}DC%C,r.1 - �� n CURB & GUTTER SHOWN) SIGNAGE SHALL MEET AMERICAN °0°0°00 U C4 () U C v L( )44V6Q� � t ,'„ ,,�,,n (,,,n SECTION B-B NATIONAL STANDARD A117.1 AND oo0o00c0i �p �: Get o 0 0 CUT & REMOVE STD. {)-G`G' f' �. ALL APPLICABLE COUNTY AND URB & GUTTER SHOWN "' N.Ts. C STATE REQUIREMENTS. DETECTABLE 0°000°o OP OF CURB FAC CUT AND REMOVE EXISTING WARNING o°0°000 BP SECTION A—A CURB AND GUTTER TO ON RAMPS THAT ARE PERPENDICULAR � o°°rN°°01 °° CONNECT TRANSITION �2„ WITH THE CURB LINE, THE DOME PATTERN SI 9 P4 Lz R --- ---_ 11/30/15 COAB Review Set LE SURFACE SEE SHALL BE IN-LINE WITH THE DIRECTION OF GUTTER A STANDARD CURB AND GUTTER _ FOR TACIT EDGE OF DETECTABLE 2.35” TRAVEL. ON RAMPS INTERSECTING CURBS 05/19/15 COSH Review Set OR MIAMI CURB AND GUTTER PLAN VIEW CITY STD. DETAIL P-302 WARNING ON A RADIUS, THE DOME PATTERN SHALL m 12/01/14 Permit (SEE PLAN) BE IN-LINE WITH THE DIRECTION OF TRAVEL PLAN VIEW b� ,�� 06/03/14 Pricing , TO THE EXTENT PRACTICAL. N.T.S. ' U 6" PLAN VIEW 05/01/14 Permit " 0.9 INTEGRAL iv � °� DOME Vl TRUNCATED DOME EXIST. FACILITIES REMOVE & RECONSTRUCT CURB/ URB%�$eGER� � gs Sheet Name VARIES TRUN ROP CURB (ON E Z(SEE DETAIL) RAMP 6' CURB TRANSITION 44"' MIN 6' CU T1NSIIIOGNP�, a�, , �r , h•., �y ��� (} Site T CURB 0 0 12: 1 "M X t,,43"' RAMP W/ INTEGRAL CAS M 12:1 MAXA f, „ � • } Details tx� 0.2" 0 0 y NOTE: 1 NOTES: TRUNCATED DOME ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE 1. HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL WARNING SURFACES THAT EXTEND THE FULL WIDTH OF TOP OF CURB FACE BACK OF SIDEWALK „^ VARIES STANDARD A117.1 AND ALL APPLICABLE CITY. AND STATE REQUIREMENTS. O O 0 THE RAMP AND IN THE DIRECTION OF TRAVEL 24 � Sheet Number ----RAMP 2. THE CONTRACTOR SHALL INSTALL DETECTABLE WARNING SURFACES IN NOTE: INCHES (610 mm) FROM THE BACK OF CURB. ACCORDANCE WITH A.D.A. REQUIREMENTS. REFER TO FLORIDA BUILDING CODE THE TOP WIDTH OF THE DOME SHALL PLAN VIEW C- 51 U RAMP W/ SEPARATELY CAST CURB FOR FURTHER INFORMATION. SECTION A-A GUTTER BE A MINIMUM OF 50% AND A MAXIMUM N.T.S. RAMP CURB OPTIONS OF 65% OF THE BASE DIAMETER. Project Number 7 14-307 CURB CUT HANDICAP RAMPS i itltlltilliildfyry..fit, Lq CL LEGEND RESIDENTIAL USE `i JeS, �•'•••� .,.d,�J;%0 M SILT FENCE PROVIDE SILT FENCE - w INLET PROTECTION ALONG PROPERTY C/)= . BOUNDARY AS SHOWN. SOD OR SEED ALL 6' WOOD FENCE, 85% DISTURBED AREAS OPAQUE- - - - - - - - - - - - - - - CONSTRUCTION ENTRANCE 1 EXISTING CH 'IN LINK FENCE ^.�' ,,.__ _.__.. .. _..._..._ .... ............... .. ..._........ ., ..".,........__ _........" .......i.......,,. �� i trite ��• � � •�� �� ,°�.w�,,,,,,,-. � ...w__. W..w, .••.•..y�yy WIW Y1.,.••.f�tiYYl..•-.•.ilY�Wy }1�.. -- �_jl�Y••••yYIYYY.•e�YIYiYIYYYY�I� YfWi➢ y'Yir� 7.1��"„"iY ...... .... r if •'�iYYS"""'7 �+i —_. ..,...,,.._...__.,... ._.. tp en in N €' ONE ... E BLOCK SToi- - 'SQUARE = ,20 o y 10' UNCOMPLIMENTARY USE o o BUFFER 0 10 20 40 M o � .Pi y' -U g �. �•:e €,: ��' epi. ! = m 6' WOOD FENCE, 85% c� .._ .. � 1 0 PAQ U E l .. E 1 ( y p C to %A ° ' « 1 �_ .. �' �` ��_. ......... . �. � �W" "" �° � l PROVIDE INLET PROTECTION FOR PROPOSED INLETS (TYP) RESIDENTIAL USE QJ z 'f yy ## S .^ .,.. �' 1 SOD OR SEED ALL { DISTURBED AREAS ° [ _ I f P > ` I 1 l rq T3 0 i 1> I I � I dT.. r PROVIDE SILT FENCE ,�° .. i... 0 > ALONG PROPERTY ;J _ - BOUNDARY AS SHOWN. i ' '� ' C� .... ml l 1 I'.ri � :.• � � � �' � PROPOSED BUILDINGCIO N 7 r ; ( I4 I 3 t :) / .. 1-9z.. I I II .� �w i cr [ �7 � � } w 1 r f i r yrs ".i Cd ( � it 3 y<> I Cts CJ 0 j > � ( k� � � .. . co Ii I r - I �-, s I '", e= ECd 4 m d' 0 00 61 0. a - U y j c�n ' -0 Pi > ® ITI C)...i ITI El C, z C PROVIDE INLET PROTECTION ( l C �.,. ®::. � ' �.. _ ❑ FOR PROPOSED INLETS (TYP) ITI 00 1 r o z7 Ic - ° � " PROVIDE INLET PROTECTION . FOR PROPOSED INLETS TYP 1 r i i ,CCC T €AMP ° ` l l A , C; NCT `C� SOD OR SEED ALL ( PA DISTURBED AREAS l 6 I . Date Submittal DROP INLET 1 o OP EL-=12.26NORTHWEST INV,=7,32 2> REVISION 1 4p SOUTH d if Tr- 00 IN < € ; w,...,. . < 02/09/15 FDOT CONCI .TF WALK r 11/30/15 COAB Review Set CONTROL ONCRE0fL" v I A I z... „ r PROVIDE INLET PROTECTION 07/30/1 FDOT _ _ �"}..- €� DROPBOX 9 rc —11. w. _.__ ......< DROP I&T , .. . r ,,, € c .. ,r FOR EXISTING INLETS SOJT€�T£A ST IN^�r 8,31 06/09/15 FDOT _. .__.._ _......... _ � s - _.. i ��..�� .1... ,..1 (�.+P Irl..,-1 i.:�:� f„>” _,..w_w.........,,. _ �r. C)F .,.. 1. 1 TH __ � _ � ISTD#,- WEST N , 1 IN " 05/19/15 ...".. ., m_ COSA Review Set 05/19/15 Review PALU- ITAF . ....... i i ICIAL RECORDS �``OLUME 1 � ( E ��. -.,<.� � ;€€�,.:" � : „ � CIAL.. RECORDS `GLUM 533 4 PAGE 557 �. 6£ r >- .. ire: ,NHO�L� F i ':., ,,,,__, , �;g ETAI, -y 12/01/14 Permit '` ,s �” ;, w.=,._ rte.F.: '*.. ', y ..: ',. .' ', .: ;.. „�.. €v _ 1' 4,}c ,.> ".................. 14 . , -� .' . &, f *.,€€.. � 06/03/14 Pricing , < . _ ;., ��T.SE..�E, .._€_ YF�i I�.C1 �s,," ..- . x d• ,'�#''_ ._.. ._.... _<._...._..........__....__- .. ..._ .......m_____.� �, t.. � ...fit.,.. W A A .'� � �_,� �._, . ,._..._._ w._.._.... .__•_-__. _..-._ nww _,._ 05/01/14 Permit W .,_._,_.. _ __ �__._ w... _ . _.....,,. ..." __._. .__ _ _ __... ____�,.._. __w ............. .. ;.w_ DROP INLET ETE ._....._..._, .._.. . i I I � Sheet Name F � , _� € ... . _ ,., _ �, ON, RE` I, ,C TOC l.-9.86 r IN_ T IP lu.e� < �T�l> �TOP L=11.97 � 4.2 � NORTH NORTHWEST 1NV,=7.21 (',ON F:�'v��'ER SOUTH INV.=--4.05 Sediment & INV,=678 RAST ?NUJ.-6<10 P0LE SOUTH � � ��� ��� �,� � ,���' Erosion INV,=S,S � _ -,, _.. "" ""," .. ........._..__ _... m.P ._"", _m� — �c� �......_. _.._...< _ __ T — _ .�.__. -_ �-__.�.�_..�._�_��..W�._w�m��__��___�.-___.�.� �m_ __.._�. _". ��, ��. �. �� � � ,��3� _ ��. _.�_�_�" ���� }4 control __"".���_._.�. 41 I— m PROVIDE INLET PROTECTION Plan 1 A FOR EXISTING INLETS 'TO El 10,25 L88 NOP H .N ,=1. Sheet Number A � s �._ w ,... m t �� SOUTH INV,=1.88 WEST INV.=1. 8 _ - C= 140 10 0' P Air`E D R I C 1d_,._ 0 F WAY) Project Number 14-307 ````t„Utt4tlll111U1tf gtttbty, ``OJ\�♦ rrrrray .V�� wba RESIDENTIAL USE QQ.��� .M 4'; ;cn "J dr ram U- 6' WOOD FENCE, 85% '; •. . . F `�Y ' OPAQUE „r01t1111 t,ttt, N EXISTING CHAIN LINK FENCE 1.6 N F � ■ t ti z M � ` N c� 000 Ln v 12 '� 'b `° 00 •� ONE TOIR` 3 . N IS TE BOCK SI OF-Y,A(.�E B LJ II....,DING G ■ 44 BUILDING I­-IEIGFF1'=9,.7' 14 10 SQUARE. Iw7EE-1t=9,209 k CN . \ _ ■ } h s 10 UNCOMPLIMENTARY USE 0 10 40 rM. o , o BUFFER ,.�' '°? .�° <� �t� t?' �' "-" «', jai n¢E « •.•,i 6WOOD FEN U OPAQUE CE, 85% � gs + f 1 I I I I I I ■ 4 J LF OF " HDPE ,I I j' IR F DRAIN HEADER RESIDENTIAL USE I I I I ■ I i I I I ` I I ■ n PIE ® 1 LOPE WITH NI, HDPE s I! I I LA ERALS AS I SHOWN, I I E t ■ C ORDINATE z' � ; i I El ■ ( LO ATIONS WVH I , R OF PLAN 41 �. �;' SD � I I ■ ST-' / 135 LF OF 1 " z I I I ■ H PE ROOF 9RAIN _ � l I I (4 HEkDER PIPE ® 1% � I € ■ d S PE WITH " HDPE I I I I I I ■ d LA ERALS AS SHOWN, I I ;j> I I ; C ORDINATE I I ■ LOCATIONS WITH �- { I I rn ' RC OF PLAN (: PROPOSED FINISHED .p I I I I a ,F` F OOR ELEVATION = 12.50 0 CC �° � BASIN POST 1 AREA = 1.80 Ac. ( cq 0 CN 93 .I - L 0 ■ o > - 10 MIN. J z i - I__,. ICO K = 484 ' Z 0 > � ■ III _... - 7\- C I ` ROOF DRAIN CON! NECTION 7SEE ETAIL ON �HEET C-531 cC, _ ,"rl (nP)D I I I 't Cd M -x € E It F14, ` J r r ( .. > TJ I Q) Cd Cd .. e L ;€ I I I -I-,' ,I Fri ' 71 GO } n 1 Y c C 0 elm I 1� I U , : E �a `, �` 1 11 )1),. 218 LF F ' < I ❑ 15" RCP I ❑ I� W.. I U > I I ❑I N 11 ■ CO Cd t ■ I I III I ■ I I 0o 1z. I C) (. I I I Ic o II 6z _ 11111hil , • MAXIMUM 2% I r t, I I . r., "^ . ■I 10� I CROSS SLOPES ON k; , ,, I I I >^ _,- ° I ■ I ALL SIDEWALKS I I I / 55 LF OF p,b l ■ 1 7 LF OF I \ I 15 RCP RCP ' Eo . ON 1E CCN�, ETE d . . . . ■ ADk . _. k `\ I I I ■ \ r o _ G A � &EES„ € E� : � ,�' o o ��o �'°• ��,., � ' .. Date Submittal 1 '* cl. , ,' INLET NORTHWEST I / o TOP EL.=12�26 Iy / I ._ I I ■ DATA I. 7. So �, .., SIGN} ,. .I } - ' 2f ■ \ "S D S —�-\ D SD j S 20 LF of - -_ _ $T-2 _... I = ..w_. ... 15" RCP NUTRIENT SEPARATING BAFFLE BOX / .... .., t-,I< .TE ,. .tE!TIM I_ f` t .. — - - � I _ I's€ _ SUNTREE TECH. MODEL NSBB 4 8 84 ._ POSTS � n. ,.., �� DROP INLET "_.- � �.", �..�_ROP ., , r.,E�,.�€� tP3i,.1�.1 ..�€� .3�1�,_IMT �.;` « . MATCH � 16 LF OF 15 RCP " r ►� �w -- , � DEMENT _ t1104- „-E...... O _ 0 5 COAB Review Set , . ,, \ ._. I. I [ °�.— .�,,..,. ..,�.. � � , _ ,-^,� .mm <� WEST INS.— .��1 ��.,�� �„� •; ..; . . ., E ,. 11/3 /1 ONTRACTOR TO VERIFY ` .__ ” _\.-_. --T I / XISTING WATER LINE 07/30/15 FDOT PALM-__ PALM '' CIA RECORDS I VOLUME PAGE �^,' I.. TARY :, r \ iCiA i" 5,"Ct �L .f I....I.) ( CE::.. I , n ND N0 UTILITY ____ ."_...._.. _.... ., _,.. _ REPAIR FISTING - _ �.n :� � _. � ., E � � �.,.�€�^ RSI_ �...� 1.,�-� __.__....._ /19/15 COSA Review Set Imm I I I ass A i �NC': -- _., ..._.. a.. FLiCTS t - " i CIJ ,F.I 1 .. 11_.I ©IN 12/01/14 Permit C .T ___.w_.w ... _. , - I . A L- a: �� STUB OL�r _ .._..,.. F ° .. . _ ..... . 05/01/14 Permit ,,, ._." ... _. ._ ___ -r ^,.." ,_"................" ,.- �xa ._. _. _... ... DROP � �. � 0 ECT TO __.�,�.m.Cd_ ~�.._ ..._ -._.. .....w. ,___..... ������:� .._.r_._............._,,,"__-_.,_._ DROP INLET F =� E - ,� � � ' t EXISTING INLET Sheet Name t _ _ ,.. j I �1 � LJR r .,= , •� MAXIMUM 2% �sr INS 4J:� ; t.J�tl E i`�� .._..... .. Tr, MAXIMUM 2% X5 15 RCP INV. 5.42 " TOP . MAXIMUM 2% GONG 'OWER ROSS SLOPES ON �� � INV.=4.05 � 1�?� �'�'� �.-�"��. � �- NORTHWEST ���� -� , � CROSS SLOPES ON _ NORTH TH � EAST i EST F � CROSS SLOPES ON L � ALL SIDEWALKS x� �.� � Post !NV.=678 ALL SIDEWALKS ' =` SOUTH ALL SIDEWALKS h i , \ � 1 Development I INS, 6.8;J C ?II -NCR [ - c TIc°l . Plan STORM MANHOLE A r � NORTH INS',=1.88 T I CSheet Number / 0 U L [`---"')/ / ' ��,> __.,", T I�V, 1,88 — Al 11v0= 1 36 ROAD _. _. _.... ; >I , ( 100' PAVED R K" i 0F WAY) Project Number 14-30 _ , t\\t 1 IlC ililllllllll ' (B 0.'�j� h N N 6t C FOUND 2'" O _ _ _ v ......._ �;. ._•..,; .... - _ . ...__ ...- ,: _. 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THE ENTIRE BUILDING AREA AND ALL PAVEMENT AREAS EXTENDING 5.0' _ > v �' .* `' MINOR DRAINAGE DIVIDE FROM THE EDGE OF EACH FOUNDATION OR PAVEMENT EDGE SHALL BE 1E '-�-;% Com(. •,_ 3� STRUCTURE NUMBER S-X CLEARED AND GRUBBED. REMOVE AND REPLACE ANY UNSUITABLE 6 WOOD FENCE, 85� „po�� ,; MATERIAL. OPAQUE STORM SEWER MANHOLE 4. SEE SHEET C-510 FOR DETAILS ON PLACEMENT OF STRUCTURAL FILL. r`` STORM SEWER INLET €'� 5. ALL ROOF DRAINS SHALL BE 6" PVC SDR35, UNLESS OTHERWISE N E v YARD INLET HDPE NOTED ON THESE PLANS. 30" MINIMUM DEPTH OF BURY. ROOF DRAINS I fl � CHAIN i I-I��K N { t "�., ` I ; TSI � `� STORM SEWER CURB INLET = =__, SHALL BE INSTALLED AT A MINIMUM SLOPE OF 1.0%. 11 rq ::_ � END _ ,,�_ ' � ,, M. MITERED G=am � �... - ,:': _.__ ._. STORM SEWER ENOWALL - -" _.._, 'a , A, ....,., _: I, — — IN" , 1 o +� oa „ 1 4 -t N I'llFLOW ARROW PAVEMENT _..m,_ � , ;, n § „��{ E I c €� },,.,.. .�`..,' € �i...et ,F i,✓�....i i 1}„✓ 4,R,.,,..t 's,,.,.. {...... 3 t,,.i € �,.,,i{ , .,,,. ,,.s...,J ..,€...1 I �t .,3 E l : FLOW ARROW (SWALE) -Z-- } Y .....::�� , IN L1�., '� 't SPOT ELEVATION +�:I.��' xx.xx E .. i ,I y..Iz � _-- . ,, "" r � � P, ai -- - CO ___ - � s 10' UNCOMPLIMENTARY USE "� ..._. . , BUFF o a ..............,_..,,. _., _, _ _ __,.,,_,_.,_ _ __. 4.4 1 I 0 10 20 40 G 4.4 a, �, MATCH EXISTING r 10 �' 11 �� `'' � ��� il 1", 6 WOOD FENCE, 85% �--, .,_ 41 1 �; h ii I OPAQUE r€ y € .p ` . '�-'&.cTX,�iF3'.,� '�n'`a E E,EE3EEE t..:� W/ I 'V'� l E- 11 Irets" t i( b'-s C3'� ,., �� .�t', C"., "4), ,�"s' ^.'�`........._ .,_._.. 1'3'' 7 I �N�3 e° `�.f4��f �E i^, '}S ' _�' ""n. ., _ ,.� E '� ": .., ,,,,,,,,,,,, ,..,,.,,.., a.. .,;i.,. _L.. 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HDPE ROOF RAIN I 1 ZL1 - 1�1i HEADER PIP 0 1% I 15" RCP 5.80 S-2 0.73 TYPE C INLET 9.70 i - i I I E E E I SLOPE WITH HDPE I I 15" RCP 5 $0 LATERALS AS SHOWN, i, ., ( � ( � S-3 0.14 TYPE C INLET 10.50 15" RCP - 6.50 .,n I z 26.39' I COORDINATE rl I v> c� I S-4 0.14 TYPE C INLET 10.60 15" RCP - 5.50 I b rj LOCATIONS TH f I , I 15�� RCP - 5.50 € I �,. wN,,. ROOF PIAN I - 16.00 10.39 10 . _L 15 RCP 5 50 ��� CONCRETE I I 1, 1 \_ I @ @ PROPOSED FINISHED I s r � O I DRIVEWAY APRON � 4 I t II y !, i �' F OOR ELEVATION - 12.50 ' E °� II ASPHALTI - I I E : :iw� c-') EXISTING O PAVEMENT I ( E ,''I ( 1 M co I ASPHALT LANE �o , I CV 17 ' co U) �� 3 6 1.8q • % , � 11 I N I 11r I t 2 - ?-I] M�� � � C ro11 1, � f��',,"��,.'���",",L�""'���"�C�"' I [_"LL� '' �1 ­ I 1 1 ; � - 0 , y �- -111111 i 1 _: jl_ U DROP CURB j I , r,-�-� E I ",I'./ cd I I61 I E'10E 1, { : I a ROOF DRAIN CO NECTION ( 11 I a) �, !! 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'I; .,,,,__ .M.,_..__..__",..._.._,__ ..................»,._.._ ._....._...7 Eta '80 _. _._ ..,;,, _ ....._ .,,._ .w____�_.,_. ........� ......_... . m_ - p A _. _.,,,, age E' _, � { = L �.,,.ww._ _ .. _ _ .rv_ _ ........ , I F1 E 0 `I 25 REVISION NOTES: Flan I�,. .:: , _ , , _'-L--.... i �.......\ .... . r_., A I - -\ ' f 1I I 1.8 Sheet Number l ��'a � ref 1. CIVIL PLANS UPDATED, ENTRY „, � �, ” ........_„_ I �I € \...,,' L.,_. gin..,,. �,.,�d t ,_.___- I-_. ,, I I_,..>` � �. CANOPY REALIGNED TO COORDINATE WITH C= 1 30 1 � ` ': , ._ } �._ � I'� �, r ARCHITECTURAL PLANS. _ EI. rlm. 1mm €� t ” ' \1 2 DAR N CO DED UNDERGROUND ND ROOF Project Number { 14-307 EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD AND THE POINT OF LEGE GENERAL UTILITY NOTES: -----�� RESIDE TIAL USE ,•VJ f, 11LITY NOTES ON SHEET C-001 GENERAL NOTES. _ FORCE MAIN _4"FM A 1. SEE JEA SPECIFIC C U 2. POTABLE WATER MAINS SHALL BE DR-18 UNLESS SPECIFIED WATER MAIN -- 8 OTHERWISE ON THESE PLANS. �- SANITARY SEWER MAIN —' i. ,>'— 3. ALL FIRE WATER MAINS SHALL BE DR-18. 4. MINIMUM DEPTH OF WATER MAIN AND SERVICE CONNECTIONS SHALL BE > � ., 4 REDUCED PRESSURE � ,� �� » " ' '4 . ..•�� BACKFLOW. PREVENTER t�Vt NO LESS THAN 36 INCHES IN PAVED AREAS AND 30 IN UNPAVED 6 WOOD FENCE, 85� AREAS. . OPAQUE METER BOX M5. MAINTAIN A HORIZONTAL CLEARANCE OF TEN (10') BETWEEN WATER OX MAIN AND SANITARY SEWER SERVICE. pp Cq N SERVICE W/METER B T GATE VALVE N 6. MAINTAIN A VERTICAL CLEARANCE OF 0 OT (12") BETWEEN WATER IAIN LINK MAIN AND SANITARY SEWER SERVICE. I IIS; ` I rel! C= 120 7. SANITARY SEWER PIPE SHALL BE SDR-26 UNLESS SPECIFIED - - REDUCER OTHERWISE ON THESE PLANS. _ _...__ _ w o 90' BEND �i "`4 00 8. SANITARY SEWER CLEANOUTS SHALL BE SIX (6") INCHES UNLESS '` a 4 , 45' BEND i OTHERWISE NOTED ON PLANS. I w ` 0hE ,,E€, ,,y_ .° �, ,n N 9. SEE JEA DETAILS SHEETS C-520 TO C-522. 22 1/2' BENDSQUARE i f 11 1/4' BEND t i - " �� �. _�_ 1 10' UNCOMPLIMENTARY USE o . ._.._. . .. ._ ---- r ^€ € BUFFER 0 10 20 40 W TEE i i _....._._.v _.. __�_�- �,r END CAP C D FENCE, 85% t �� ii6' W00 _ IT", E c� OPAQUE E I t SAMPLE POINT FIRE HYDRANT U "` _... _.�-... _... _.._._. .. ........... t I: SAN. SEWER MANHOLE I RESIDENTIAL USE LIFTSTATION E I z € 1 LU ,,/ , z FIRE DEPARTMENT NOTES: _ 1. AUTOMATIC SPRINKLER SYSTEM FOR PROPOSED BUILDING SHALL COMPLY 1 WITH NFPA 1 CHAPTER 13 (2009 EDITION.) 13.3.2,27.4 MINI-STORAGE BUILDING. 1 1 I Iz l c"' i � � : � � R.��E FIRE FLOW DATA HYDRANT LOCATION: 1099 ATLANTIC BLVD., ATLANTIC BEACH, FL 32233 TESTED BY KAYLE MOORE DEPUTY PW DIRECTOR DATE/TIME: SEPTEMBER 22, 2016 _� " TOTAL TEST FLOW RATE: 820 GPM r7 z z �t= STATIC PRESSURE: 48 PSI 1 ( _ l .. ".. I �� ,�t� PROPOSED 26,840 SF RESIDUAL PRESSURE: 27 PSI 1 FTl � I ("' .`. BUILDING FOOTPRINT GPM AT 20 PSI: 957,8 GPM C� C'�T } C7 w� , :5 ; 4 `� ( } Z {_.j _ ( i C � C 4�_ -1 z € � ;C.4� ry \., 4.3 i € S r 4.�F €—rhl E ".€ ._.'E # �"[ T—, .... { .. 5 L ) rY � r7.� i " e ( 3 U _. y l T"� 3 UJ ti J `�..F I j {EE € ^e h It l....., .... •U -+—� i .„„ ( '•^Ey z. II {' 1 ... .# �.r`�,3 E n i 44 q ...._ jj 03 .. ...a E ecEsq ,'}"'\ � .�i 3 L J � � � 1 "j_ i � �= t m f � �S t 0 �� �j m3 L1 I.t H :E r... - COORDINATE FIRE AND WATER SERVICES WITH FIRE O _a lz I '1 t / i �3 NS, L � �-- E_`.:� E € I r�, ,r:> � ATE ITJ _; € s> E C " III w', -r . FIRE TRIC ERNPER AFIRE PROTECTION PLANS, SEE i ARCHITECTURAL AND PLUMBING PLANS FOR FLOOR G) i l .. C R SLAB PENETRATION TREATMENT. UTILITY CONFLICT: Fri ` � � ROUTE WATER SERVICES BELOW STORM, MIN. 12 _--) E I f FCLEARNACE t t I = 3 { .i jj: E € i E r t 77E� f s EEl e�� R!�"� > `�❑ Y4-1 r-1 i m : ( W C f t py Y j( 00 (2) 1" PVC CONDUITS FROM DOOR0C [ ... rf 0 AREA TO EXISTING .KEY PAD A5 " FIRE HYDRANT ASSEMBLY (PRIVATE) i I I I I i SHOWN. CONTRACTOR AAS NECEOFIELD SSARY. REVISION t� i MIN COVER 18" ' I i j T 1 i I i I SANITARY CLEANOUT BP ( _ °�—' GATE_____ d i I TOP ELEV 12.15 INV ELEV — 8.15 1 zl 1 � f I E ` 6" PVC FIRE (DR-18) 1 ' E c , _ 3 ° ' : 1 PVC DOMESTIC WATER • 1 E r s i SERVICE TO BUILDING I - 'I ; � Date Submittal f jf _ � o 3 s F i ROUTE WATER SERVICES BELOW I E E ; STORM MIN. 12" CLEARANCE ( I, f, I € 1 8 X 6 WM TAPPING SLEEVE & VALVE 6" DOUBLE CHECK DETECTOR BACKFLOW PREVENTOR �.. 10/28/16 » al Revised ADA Access I 1 — 6 X WM TEE i ; � 09/26/16 2 Revised Utilities STOP I �; CONNECT TO EXISTING See rev. note » .,; ` 04/18/16 ! — WATER METER IRRIGATION WATER METER. VERIFY y.. 1 TION __ ... ,. CORRECT METER ! ;y, s �: 1 RPZ BFP, IRRIGATION..._._..... ._.. ..: _ .... I 02109/15 FDOT I 4i ... _..._�:, 206 F OF16 P C S NITARY , _ .__ � ._: , ...,_ :�- -���- ;f LATE AL. INS =. 1. % 11/30/15 COAB Review Set r FDOT 07/30/15 , / r � E € :E f .,..._...._..... ...,. 3, E�, B ,ti. �- -� � �;.. � i 06/09/15 FDOT i r L.J.rl __..,,.,.... ... .,,,,_..,,. „ . m r€ 05/19/15 COSA Review Set � _ __............ TV � _ _....- .�._, ..._, 12/01/14 Permit S E ._......._,., = E Er : E ,, � �:::, .:� ., s ..:: :.,<E i3; _:..:¢ .,.,:..:�� ..,\ 1 f}�, 't..a.L. M I r v, _ ,1: €�1tI �. �[ _ If� .�.>.<.L,. .v ��a1i : [r. , (�� _. _ 8._. ...>� � ��. _. 08/28/14 FDO _, . 4 ,._., r t. 1 E .._ .........._.,_–_...._.,..,... E ,. > •.€._ : E : tt. :, , --� ....E ..;,,.�'a,, eE< > € (�J v Yf . n9 _._...._. _._., _.. ��" .... ......... . _...., �.,._.M. - 05/01/14 Permit ..........._.._ ....................... �� mow• va.�.a ..,. ... Y .;i v £ ,.. ._..,.......W.._.......... ,_.._......,,._.. ..., f __,.... ,... .. ..... w.wx REVISION NOTES- .. r .......� _ _.. ::::::::::::::._ —.__.::r-_. - _:._. � _--Z;, _._..., � _ . . TRY .. � ....�,.��.:. ;.._� _.___�___,____..._ ......... �____ 1. CIVIL PLANS UPDATED, EN ` - — �.� ._ _.-.__. ._ .. ... .._.., . ....._ �; Sheet Name -� " _....__ � ���� CONNECT TO EXISTING SANITARY LATERAL. 'SANITARY CLEANOUT �� CANOPY REALIGNED TO LOCATE PRIOR TO CONSTRUCTION TOP ELEV 10.44 COORDINATE WITH Water INV ELEV = 7.44 ARCHITECTURAL PLANS. & CONNECT TO EXISTING $" AC WATER �.__.._._... _ _._..........�................ -_ _ ...;w _...,.�. ..� .:_..... _ � 1 SHEET C-110 _.._ _._ ....._...::..._....._.. —.M _.x........_.... __....._w.._.. W. _ 2. ADDED UNDERGROUND ROOF .MAIN VIA TAPPING SLEEVE AND VALVE - -- --- =�_-----�� . Sewer _.._._,..., _.__ .._.. ._._. __ ...:. __.,_........_ _ ,.... (�5P _. COLLECTION SHEET � ---"- c-130 Plan 3. RELOCATED WATER AND FIRE CONNE . SHEET __.._.. L... �t E Sheet Number ,., C-120 R 1E CTION HE ti i....-... ......�. \ ( 1 ��;,i(� �'_ �'�_�� ( �E��� �� �,�� � '�' j Project Number 14-307 I -- ) I A I F-C—F Pi F-F) A F)-F I N I(-\ C- A I F-'\ K I t-'�F)-F I I F F I V F V-1 17 LEGEND - , 55 --) --) .C�f- \A/ E, A �i - NCE GENERAL GEOMETRY NOTES: _NTIONED � ,11%11 11 fult"'I"'11, U4 * I --R L� DINT 0 F � .... .... a- - 4!��I .,, .10- RETAINING WALL 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH CITY OF o--,-'�11��\ " !� " i -,, *'** .t ��"',Lo V) � " --� - % - ININ ATLANTIC BEACH REQUIREMENTS, LATEST EDITION. ; 11 . - . i-f) ,> CD — — � % ;z V � .* . 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE : , 4xa- M RESIDENTIAL USE . U.1 , 0 FENCE —X —X —X ON PLANS. . � . . .C14 Q� INI 3. 18- STANDARD CURB AND GUTTER SHALL BE CONSTRUCTED ON-SITE. ESS. � , . . . . = � W . . � -J � ,,�-. 4. THE BUILDING CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS t .. U- � * ... �i . .. WITH ARCHITECTURAL PLANS. IF DIMENSIONS DIFFER FROM THOSE I ""..... .... I I i ... CURB & GUTTER - --- SHOWN HEREIN, CONTACT THE PROJECT ENGINEER PRIOR TO I I I�",� I 1� � �, - 1 -\i- : 11 11 � I �� I 'Iill� , - :i , CONSTRUCTION STAKEOUT. I " �-,� I f -,,��:,,f, � �,,- � - ; , ;, � t r- - i l N CENTERLINE 5. ALL PERMANENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC AND 10'X10' CONCRETE DUMPSTER 6' WOOD FENCE, 85% �, N � MEET THE CURRENT CITY AND FDOT STANDARD SPECIFICATIONS, - PAD WITH 6' HIGH WOOD OPAQUE � 110 LOT LINE t rq t " 110 .: � LATEST EDITION. f" ": ") t " -', i- '. / FENCE /- - (= I -) * � i I ,- - -- --— � 0 POND (TOB) TOB � 193.84' � eq � 6. SEE SHEET C-001 FOR GENERAL NOTES. t, � - -, i ![ 1, - 0 = z . ,c,� I' " � Cq +-) Cq ,t�r g 7. ALL BUILDING TIES AND DIMENSIONS ARE TO THE OUTSIDE FACE OF ) � t�� 11 z - a�1-89 U M tn Cq 0 r. � ,, , � - ��� � I �,i . � --- �,-;" i- 4 1-- . ,� -� ,U) "I 00 in 1� 0 1 . � i � , 't UU1 I I /...... II-`�,ij',� 10' "r N (I'll, .�� r � WALL. 612 . 45 I% � z I I - I I U M 9 ' 11 I'll.. .� ,,, - ,,, I-- .1 I 11.1.11-1-1- .....1-1111-1111-11111-1 - -------- "'"", I'll, �� 1-7 --�, .. .. ..Z, --- ', , . ... �, - : . I I il ',� _ " ,� I ,,, ------ - 11...- -.---,--, "I'll,....I- I I.-�- , '' I � :2 ,-L c? 0 - - ���, �- i LD ,36 - '- - . ' m", - -, , - M! --- - e ) cin � I 1- I , .. iiiii-Am.i.--, .-W606-w-iiiiiiiiii-ximmom -4iii,0111111""411116" - - - - 11 lk% " I - : 'I- , 11. .I,,-' Ln � +W 0 , 1V .t. ­ 11 .1 Ir . ...........-11� ��' � ' ' �� � ' `� ,' 1 -_iiiiww....iiiiiiiiiiii-iii-,___.i "''i..iiiA�i�ii�i�.- ..�� , �'-..w -1--i 5 CONCRETE 1. . 11 ,�! � . , I � , �� - I -11 - r�; �... ,i'i :, ---- �K Ln ,i,c U , -1-1- - -.- - ; -d. 71 :5 �4 ! .! '' . -- , �,," ':,:, �:. . �J ; - .. �, I I", -.- -- I ...pl- - -)-\ I < 'n 1�1 �,- 11 I ,1 . I 1,- � � � ',�- % -111- -- -1-11 .1-1 I � I ,tzt ,,, W 0 11 --l' � t 4 I'll - . 44 - 10' U -- - 11 i � I t - 4 1 / . R 6 1:1 ,it -,4 x -1.1- -1-1, Ccs -1 I I � I J 2 �m I I I .. 0, , z I STORY CONCRETE BLOCK STORAGE BUILDING �� � " I ,I U -� --!� i �; I I I-, I I I I I ,zt � , \ BUILDING HEIGHT=9�7' � � en � " -.-- ,I � I I I �, 0 10 20 0 0 M � I I '' I'll I i I I � I I 1 40 en cc 1* 0 BUFFER ,," \ \ , -.,.I'- 11'' �-... SQUARE FEET=9,209 I.- ---, -1-1, l I : r-i -4 1:4 1 11 � il4 -- --- i I � t - P, Q \ 1, - -­ -... . I . I 4.0 I --.- -1-- � I 11 U .114 1 , ---- I � � I M " , I x, , I", \ I - -- 1.11, "Ill -- �� � x I � I I 11 I I'll, 11-11 I I 10' UNCOMPLIMENTARY USE . U � � - z: - I 11 � I 11 � I-1 I.. BUFFER .-J � l I - - - 11 I � � I : � I I - I I I t t : � J ,�4� " I" I 1: � I � �: , t . I "", : � � � I - - t - U , I I t - . / $ 1 I I // I", � � � I li I I I I 11 5 10'X20' PARALLEL 6' WOOD FENCE, 85% 11� - � I � I WETLAND BUFFER I I � i z � i I I I 10, 11 " / I / I . i � - PARKIN OPAQUE I 11 � � i . I I I I 11 1 a ON I , I � � . I I I I ,h,i,�-'i<i""- ---,-""-""'- � i � I I I . 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