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HomeMy WebLinkAboutBUILDING PLANS 171 - 180GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 6" DOUBLE YELLOW i /J ,i f t 120 50' .__..i R/W _ 60' 370' -- 6" SOLID WHITE N 30' 16" DOUBLE YELLo�N 75'R % KINGS HIGHWAY r—I:EO'T— 25• 6" SOLID WHITE N Z a 6" DOUBLE YELLOW N _ J N 6" SOLID WHITE 6" DOUBLE YELLOW ---6" WHITE 2'-4' SKIP __________--__---_ _____________ -------------- )) \ _____________ _ ------------------------------- D WHITE EEOP-------------------------------------------- ------------------ -- v ' ----- ------------------------------------ - - - - - - 5' BIKE PATH \ r 5 BIKE PATH 6" SOLID WHITE 1 l 5' PAVED SHOULDER c i I N t - 5' PAVED SHOULDER I I 15 BIKE LANE MARKINGS PER \ 25' 'RF.D.O.T. f124" INDEX NO. 17346 (TYP.) 45'R R1-1 STOP SIGN 50' 320' 15' 15'30" bWHITE I I 458.00' 15' I 50' FLYING J TRAVEL PLAZA 6" OLID WHITE 360' 6" DOUBLE YELLOW 6" SOLID WHITE N KINGS HIGHWAY W 30' 6" DOUBLE YELLO Z N 6" DOUBLE YELLOW J----------------------------------------------------------- -------------------------------- -------------------- ------------- 6" SOLID WHITE 6" WHITE 2'-4' SKIP 16" DOUBLE YELLOW 5' BIKE P TH U 5' BIKE PATH ■` N Q5' PAVED SHOULDER 6" SOLID WHITE i S _5' PAVED SHI )OLDER I 50' PROPER IY IJNE 15' FLYING J TRAVEL PLAZA a I 0 b do° i U a 1) 1 500, 1 Soo' 1 500' I100'(Mi�.) 420' 500' T 500' �!I R/W EEOP ---------------------------------------------------------- � I 4j IMM N 25' 50'R t e 6" DOUBLE YELLOW Canes Or T.1 Im Markers At 25' Centers And ONE LA Maximum Spacing Between Devices Type I Or Type If Barricades Or Vertical Panels ROAD P 9 Or Drums At 50' Centers for Fleet 250'. lhereafter <LONSTRtx:TI AAHLEAAD Shall Be Not Greater Than 25' ranee Or Tal tor Markers At 50' centers And Type I Or Tyl is It Barricades Or Vertical Panels Or Drums At 100' Center. GENERAL NOTES SYMBOLS 1. All vehicles, equipment, workers (except naggers) and 5. The first two ning signs shall have a 18' x 18" (min.) ormge TYPICAL APPLICATIONS their activities are metricted at all times to one side of flag and a Tjpe 6 light attached and operating at all times. the paysmenl. Pavement Repair ® Work Area 6. Type signs miry he used for (Daylight Only) operations Pavement Surfacing 2. Minimum length of wale area is 200 feet. Maximum length Type B Ligtd; -,S ()range Flags ore not required. to be determined by the Engin but in no case to Utility Work Sign With 18"x18" (Min.) Orange exceed the length of one—hCHIJ days operation or two 7. the FLAGGF d sign may be substituted for the symbol Delineator Maintenance Flog and Type B Light miles whichever is less. sign. Crack Sealing o T e I Or Type 11 Barricade or Vertical Panel 3. If the work operation does not exceed 60 mkwtes, traffic 8. The ONE LA': ;tU AHEAD and FLAGGER signs am to be Core Boring yP control will be In conformance with Index No. 607. removed or 'overed when no work Is being performed Or Cone Or Tubular Marker Or Drum and the hi�: open to two—way traffic. CONDITIONS 4. Additional one—way cmdrd may be affected by the following means: 9. Arrows dear. -rction of traffic arty and do not reflect WHERE ANY VEHICLE, EQUIPMENT, 1) Work Zone Sign (1) Rag—corrying vehicle (2) Official vehicle pam veent `�x WORKERS OR THEIR ACTIVITIES 0'Flag (3) Pilot vehicles (4) T14fiio signals 10, LongitudirII+ .:,iomis are to be adjusted to fit field REQUIRE AN INTERMITTENT OR Flogger when Naggers ore the s,Je moms of one—way control cmditimsSrNo. 600. CONTINUOUS MOVING OP1-.RATION ON - the fluggers shall be in sight of each other a In direct THE PAVEMENT WHERE THE conmunication at all tin,eb. 11. When a sin. :I intersects the highway on which work is being perfo .rddilional traffic cmtrol devices shall be AVERAGE SPEED OF MOVEMENT IS erected in '.nnce with other applicable TCZ Indexes. LESS THAN FOUR MILES PER HOUR 12r For generm aquirenents and additional Information refer to Ino600. MAINTENANCE OF TRAFF I O -- ------------------------------------- 77 6" SOLID WHITE N.S.L.R.W.C.D. CANAL NO. 32E 30" R1-1 STOP SIGN 24" MITE NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 2. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 17346 AND 17344 AND THE• M.U.T.C.D. 3. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE M.U.T.C.D. AND F.D.O.T. INDEX NO. 17302. 4. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 17352, 5. EXISTING SIGNS SHALL BE PROTECTED BY THE CONTRACTOR AND RE —USED AS DIRECTED BY THE ENGINEER. 6. ALL PAVEMENT WIDENING IS TO THE EAST SIDE OF STATE ROAD 713. MEASUREMENTS ARE TO BE TAKEN FROM THE WEST EDGE OF EXISTING PAVEMENT (EEOP). L z a 0W Z LL Z z n h W W nn _JEd N�< U Fw- C5 0 Woa� o rnm Z N o H W I z 0 CD 0 r� I � n � a N 0 r; U 0 w o a o' � a � w m a � Z 0 o W I w N LL m Z) 1 W � o F- N Z o O) 5 W 5 � 0 rc Q O or U 2 W O � O O 0 N � Z � � J Q_ � � Z j O� L cal L Z W L � W cs z w Q o' a ° a K o LI— C DATE : , DRAWING No. C18 18 OF 32 Zq, STA 0+00 60' ACCESS ROAD & WEST LINE OF SECTION 12 9 i N ry^. PROP SEE I I I I I I -9b STA 0+81.05 END FDOT PAVEMENT SECTION AND BEGIN TYPICAL TRUCK AREA PAVEMENT SECTION I POWER POLES AND OVERHEAD ELECTRIC TO BE RELOCATED BY OTHERS STA 2+40.01 ENTRY ROAD STORM STRUCTURE CHART SD-19 TYPE C INLET GRATE EL.=20.50' INV.=18.00' SD-20 TYPE C INLET GRATE EL.=20.50' INV.=18.00' SD-21 TYPE C INLET GRATE EL.=20.50' INV.=18.00' SD-22 TYPE C INLET GRATE EL.=20.50' INV.=18.00' SD-23 TYPE C INLET GRATE EL.=20.50' INV.=18.00' 21 $� ^' Ep n o 21.65' CONS7. TYPE F CURB 20.60 SD-21 20.85' a 21.15 `0 Z,fl55 I I i o — 181.97' 0 0.30% 49.66' 0 0.50% 0 STA 2+89.67 2b01 EPEL. 21.4' t I ' I + 1O CONS"1. /C OF 10. 21.65' t. 12"X18" r. __21.15' END PAVEMENT I i - - 24" WHITE STOP BAR a ` NEW TOP OF SLOPE I 0 O o 1 1 & 30" Rt-1 STOP SIGN ,�____ ED 480 I2CP I I I 0A m e WPP_ ----------'----- ---- ----------------------- - -- _- _ ------------- 61- 1EET Cl�-----------�'---------------- OH U WPP ------ OHU— ----- H 6q W 0 0.30% OHU + h 5\ ,., RR,S �� ,y. TOP OF BANK I i I WP `0. � �2137 46•�1 - ---�-- ----- ----�-- ----- ------------------------------------21.58' f--„21.35'ri CONST. TYPE F CURB - _ _ - _ - - 1 N _ 20.85' SD-22 R=35.00' N 89043'02" E I /11 1 15' 20.60' CONST. 40 LF OF 12"X18" WITH i I 1 I 1 I I 21. I 0 106 1�^ `0s 0 75'R INV. 18.00' / CONST. 20 LF OF 14"X23" RCP WITH MITERED END PER FDOT INDEX 272 STORM WATER DETENTION AREA NO. 2 CONST. 60 LF OF ROCK TRENCH NTH 4" PERFORATED PIPE (SEE SHEET C24) CONST. OUTFALL STRUCTURE NO. 2 CONST. 40 LF OF 15" C.A.P. INV. AT DITCH = 12.00' CONST 90 LF OF 12X18" RCP WITH MITERED END PER FDOT INDEX 272 - CONST. 20 LF OF 14"X23" RCP WITH MITERED END PER FDOT INDEX 272 INV. 18.00' INV. 18.00' 72.70' 0 0. MATCH LINE - SEE SHEET C13 2_6 21 15' T 15' 18.5' e, 0 m N r n � .62' 21.42' 12 e n 0 N W Q1 MITERED END PER FDOT INDEX 272 CONST. 60 LF OF 14"X23" RCP 21_23' 20.73' -SEE STRIPING DETAIL THIS SHEET 21.62' CONST. 49 LF OF 12"X18" RCP SD-20 9272' 0 0.50% SEE STRIPING DETAIL TO RIGHT CONST. 159 LF OF 12"X18' RCP 2' 15' TYPE F CURB &GUTTER 6 27. 1" TYPE S-III ASPHALTIC CONCRETE OVER 4" TYPE S-II ASPHALTIC CONCRETE (2 LIFTS) 8' CEMENTED COQUINA SHELLROCK (COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180) 1Z STABILIZED SUBGRADE (COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180) FLORIDA BEARING VALUE = 75 PSI MIN. TYPICAL ROADWAY SECTION ul � U � I z o Q- Z Ewa W M W W Z oe J of NN4 La Ewa U W U 004JZ woa" ro f- _Z"o J z C) CO M W (0 Cn < 0 z z rc s o a Q < 0 M Z_ c0 z o sNW K c a � 3 z v I N L� D � Q a j O Z W wC 2 F = rio Ck:: � 0 Z of DATE DRA111NG No. C19 C19 OF 32 21.28' EL. 21.28' 6. ASPHALT PAVWw 8" SHELLROCK BASE 12" STABILIZED SUBGRADE 48' AT 4.0% FOR UP RAMP -- 11'-10 1/16" !q 21.68' ASPHALT PAVING BY SITE CONTRACTOR EL. 23.20' 10" THICK CONC. RAMP —\ - 10' LEVEL TELEPHONE AND f0 CAMERA INSTALLATIONS SEE DETAILS "DF' PER SHEET G1.3 SLAB SLOPED SPECIAL F \RIl 0.50% --- AT 1.0% -- --S-9»-- EL. 21.545' i CONC. SIDE -WALL EL. 19.45' I __ _ ONCRETE FOOTING #4 BARS 012" 0/C EACH WAY I - FLEV. 23.20 /-10" THICK CONCRETE RAMP 0 0.40% SHELLROCK BASE CONCRETE SLAB 12" STABIUZED SUBGRADE BY SCALE CONTRACTOR ---------------------------------------------------- BACKFILLL COMPACTED TO 98% MAX. DENSITY CONCRETE WALL 8" El. 19.37' (DOWN) - EL. 19.45' (UP) " . - •.+ .. CONCRETE FOOTER 13'-2 1 /16" CONC NOT TO SCALE 24" DIAMETER CONCRETE SCALE GUARDS 10 ASPHALT 115 NOTE: SEE SHEET C7 F TRUCK SCAIF P," CONCRETE SLAB Ul OWNER UNDER SCA -6" 0.50% ' �3' �--- 10' 50'-0" RAMP DOWN O 4.0% EVEL PADfr� SCALENC. ASPHALT CONTRAC9? 71' 21 SLAB SLOPED AT 1.0% 8" THICK CONCRETE SLAB OR HORIZONTAL CONTROL AT EL 23.20' -,LE CONTRACTOR _EL. 21.835' SCALE BY :ONTRACT SCALE C SCALE: 1"=10' HORIZ. 1"=2' VERT. a:1 u,AX CONCRETE SLAB BY \/\, SCALE CONTRACTOR VARIES 10" THICK WALL ,r",ONCRI NOT TO SCALE /4 BARS O 12" 0/C EACH WAY /1-10" THICK CONCRETE RAMP LBACKFILL COMPACTED TO 98% MAXIMUM DENSITY #4 VERTICAL BARS 0 10" O/C 8" ALTERNATE FACE (2) #14 BARS LONGITUDINALLY — LEVEL. SLAB SLOPE ASPHALT TO RAMP (NOT TO EXCEED 4:1 SLOPE) TYPICAL BOTH SIDES AND BOTH RAMPS EL. 23.20' 10" THICK CONC. RAMP i --3'-10�---- i CONC. SIDEWALL i i L________ __ ICCINCRETE FOOTING ASPHALT 4:1 .,.. #t4 - 1'-4" 0 24" 0/C PION " B)) - E__ EL 19.37' EL. 21.20' 5" ASPHALT PAVING 8" SHELLROCK BASE 12" STABILIZED SUBC RADE STEEL GUARD T STEEL SUPPORT 1/ TOP DECK �10 4" 18" 24" DIAMETER CONCRETE yl 4 1 /4 ELEV. 23.20 8" THICK CONCRETE SLAB , " .� ::.' VARIES VARIES sc 4" THICK WASHOUT SLAB W BY SCALE INSTALLER VARIES ',-;:�: •...I BACKFII COMPACTED _ TO 98% MAXIMUM DENSITY -10" THICK WALL CONC NOT TO SCALE SECTION )) C)) Z O Z �Wrn Z w 0 W W � V) dl��M Jcr D Lj w .i 1 U I- Z=�� � th ° wov � 00 Z N o J z 0 U 3 rN) w CD 0) < 0 0 6 C J H t� Q L' LS N Z CD s W 4 O ¢ U Z J v Q "�- w �- Z � (D W J U N � Y � U DATE . DRAWNG No. C20 20 OF 32 I FINISHED MAXIMUM TRENCH WIDTH GRADE 2 x PIPE DEPTH + W w PLACE AND COMPACT W Z IN 6" LIFTS i a o / W<nZz 7 F W -7 > PIPE O.D. + 24 IN. OU > L) MAX WIDTH Z F L) F w 12' --12" Z� >w z MAX. I MAX. (o z x wo INVERT i 1/2 PIPE "O.D." HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH w 45' BENDS W/ MECHANICAL RESTRAINTS To' 20' DIP 10' BLUE R.P.M. CegLr;� i I 6" GATE Z VALVE 1�- Wo WATER MAIN APPROVED TRAFFIC TYPE FIRE HYDRANT PUMPER NOZZLE WITH 5-1/4- OR 6" CONNECTION JN VALVE OPENING FACING ACCESS ` -- (9 24"SQ.xB" CONCRETE 1 M O O f REB R 24"SQ.x4" CONCRETE COLLAR IN UNPAVED AREAS 1 C.Y. OF PEA ROCK (MIN.) 6" M.J. J I 18' MIN. HYDRANT TEE NOTE: HYDRANT ASSEMBLY MUST BE MECHANICALLY RESTRAINED TO TEE. ALL FITTINGS ARE TO BE MECHANICAL JOINT. RCP STORM DRAIN FIRE HYDRANT DETAIL LETTERING "WATER" ON COVER PAD 24' SO. x 4' IN UNPAVED AREAS W/WRE MESH VE BOX & RISER NECESSARY) GATE VALVE INSTALL R.P.M. ON VALVE BOX LID & O E.O.P. FINISHED GRADE MAGNETIC WIRE `RETAINER GLANDS (TYP.) NOTE: INSTALL BLUE REFLECTIVE PAVEMENT MARKER (RPM) ON VALVE BOX COVER AND AT EDGE OF PAVEMENT. GATE VALVE DETAIL CONTRACTOR SEE NOT :1 BY CONTRACT _. ° E� °°° 3'x 4" INC. 3" WATER METE 3" BACKFLOW 3"x 4" INC. PREVENTER (REDUCED PRESSURE) INSTALLATION BY F.P.U.A. OS .Y GATE VALVE INV. 18.0 3" WATER METER 4"x 3" REDUCER 4"x 3" REDUCER EL. 16.5 4" - 90' ELBOW -, �"� -a 4' - 90' ELBOW 8" - 90' ELBOW FINISHED GRAOE- FINISHED GRADE 3 PREBACVI NTT R 16"M X. FLOW WATER MAIN OR (REDUCED PRESSURE) FIRE MAIN NOTE 1: METER AND BACKFLOW PREVENTEg ASSEMBLY RE TO BE PURCHASED BY THE CONTRACTOR FROM F.P.U.AI. AND INSTALLED BY F.P.U.A. 8" PVC FIRE MAIN FIRE HYDRANT FINISHED GRADE c E O 2 1/2" P.V.C. SCH. 80 CAP W/ 3/4" OUTLET OR APPROVED EQUAL 3/4" PV.C. SCH. 40 II II OR COPPER i_ GATE VALVE o 1 N 1" POLYETHYLENE SERVICE UNE 2"x 4" TEMPORARY MARKER (PAINTED BLUE) FORD CURB STOP NOTE: AFTER TESTING REMOVE 1" P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. CORPORATION STOP FORD F1102 OR APPROVED EQUAL STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WATER MAIN WITH I.P.T. BACKTERIOLOGICAL SAMPLING POINT - INSTALLATION BY F.P.U.A. O.S. & Y GATE VALVE � CHAIN AND PAD LOCK GATE VALVES ©u DOUBLE DETECTOR CHECK VALVE 12" MIN. 16" MAX. 12' LONG SPOOL �-8' - 90' ELBOW FLOW DUCTILE IRON PIPE 8" PVC FIRE MAIN NOTE 1: DOUBLE DETECTOR CHECK VALVE ASSEMBLY TO BE PURCHASED FROM F.P.U.A. BY THE CONTRACTOR AND INSTALLED BY THE F.P.U.A. DOUBLE DETECTOR CHECK VALVE ASSEMBLY Z o Ld CL Z m Ld/� L/u� awon LL LL dS 00 M J cy LLJ W iz W Z in Li 0 Urns Z N o J � W z Z O U 0 M Cn k 0 d z = U rc rc o a 0_ LLJ M 4 g o z v -v v O N � _v J W �11 C > 0 � L° F F U � K a < 0 y y DATE . DRAMING Na C21 21 OF 32 mo f FINISHED GRADE SEE NOTE 1 4'x4'x6" CONC. PAD POURED TO GRADE f0 X _I I 4" MIN., 16" MAX. BRICK - WITH MORTAR FINISH SEE NOTE 2 IN UNPAVED AREAS OR WHEN D.O.T. SPECIFICATIONS APPLY I PACK WITH NON -SHRINKING GROUT GROUT & ASBESTOS CEMENT M.H. COUPLING FOR FIELD INSTALLATION NEOPRENE BOOT WITH SEE MANHOLE SCHD.-'� " STAINLESS STEEL ACCESSORIES OR APPROVED EQUAL SHALL BE. USED I' FOR PRECAST MANHOLES u STANDARD MANHOLE DEPTH 5'-0" AND GREATER PIPE DIA. "A" "B" "C" BOT. SLAB "T" 8"-24" _-IF- _0„ „B" 76" 8" 30"-36" 5'-0" "8" 88" 10" 42"-48" 6'-0" 118" 100" 12" NOTES TYPICAL MANHOLE DIMENSIONS NOTES: 1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 410 OR APPROVED EQUAL. 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED ASTM C478 ALL CEMENT TO BE TIDE II ACID RESISTANT. REINFORCING AREA OF 0.02 SQ. IN/FT FOR WALL SECTION MIN. TO MEET OR EXEED ASTM A 185. 3. MANHOLES SHALL HAVE TWO COATS OF COAL TAR EPDXY COATING OR APPROVED EQUAL, APPLIED TO THE INTERIOR AND EXTERIOR SURFACE. THE FIRST COAT SHALL BE RED; THE SECOND COAT SHALL BE BLACK. MINIMUM COAT THICKNESS SHALL BE 8 MILS. 4. "RAMNECK" OR EQUAL AT ALL RISER JOINTS (0.5" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) WITH GROUT ON AND OUTSIDE STANDARD MANHOLE 4'x4'x6" CONC. PAD POURED TO GRADE IN UNPAVED AREAS OR WHEN D.O.T. SPECS. APPLY HOLES 2" LARGER THAN PIPE O.D. PACK WITH NON SHRINK GROUT. NON -SHRINKING GROUT AND ASBESTOS - CEMENT M.H. COUPLING FOR FIELD INSTALLATION. NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES OR APPROVED EQUAL FOR PRECAST HOLES 8" ENCASEMENT INFLUENT PIPE D1 MIN, SEE N. GRADE 3/8" GROUT ON PRECAST CONC. RINGS INSIDE & OUT A' ..B„ 4" ENCASEMENT + OUTSIDE DROP MANHOI' . . , . SLAB "T" 8„ 10" _- 12" TYPICAL MANHOLE DIMENSk NOTES: 1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SE CAST IN THE COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR `i_D ASTM C478 ALL CEMENT TO BE TYPE II ACID RESISTANT. REINFORCING a OF 0.02 SQ. IN/FT FOR WALL SECTION MIN. TO MEET OR EXEED ASP 185. 3. MANHOLES SHALL HAVE TWO COATS OF COAL TAR EPDXY C NG OR APPROVED EQUAL, APPLIED TO THE INTERIOR AND EXTERIOR SURFACE. E FIRST COAT SHALL BE RED; THE SECOND COAT SHALL BE BLACK, MINIM 1M COAT THICKNESS SHALL BE 8 MILS. 4. A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, 11 OUIRED. D1 SLAB "T" 8„ 10" _- 12" TYPICAL MANHOLE DIMENSk NOTES: 1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SE CAST IN THE COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR `i_D ASTM C478 ALL CEMENT TO BE TYPE II ACID RESISTANT. REINFORCING a OF 0.02 SQ. IN/FT FOR WALL SECTION MIN. TO MEET OR EXEED ASP 185. 3. MANHOLES SHALL HAVE TWO COATS OF COAL TAR EPDXY C NG OR APPROVED EQUAL, APPLIED TO THE INTERIOR AND EXTERIOR SURFACE. E FIRST COAT SHALL BE RED; THE SECOND COAT SHALL BE BLACK, MINIM 1M COAT THICKNESS SHALL BE 8 MILS. 4. A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, 11 OUIRED. D1 D2 8„ 8" 10" 8" 12" 10" 15" 12" 18" 15" 24 & UP 18" DROP MANHOLE 22 MH #1 ---- MH #2 -- -- --- 20 1 Q 4" WATER MAIN �/�h CJ 8" FIRE MAIN. ...p - . U. �-14'X23" .RCP 16 140 LF OF 8" PVC SEWER O 0.40% 14 12 E. INV. 13.43 S. IN 13.33 . . . . . .. . INV. 12.77 10 NOTES: 1. SEWER RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES. 2. SEWER RAIN GUARDS SHALL BE AS MANUFACTURED BY FOSROC-PRECO INDUSTRIES, INC., OR SOUTH WEST PACKING AND SEALS, INC., OR APPROVED EQUAL. RAIN GUARD 2'x2'x12" SLAB CLEANOUT FRAME & POURED TO GRADE COVER U.S.F. #7610 IN UNPAVED AREAS OR APPROVED EQUAL. I' w 6" P.V.C. a 6"-45' P.V.C. ELBOW 0 0 8"x6"- 45' P.V.C. WYE w PLUG o , SECTION TYPICAL CLEANOUT DETAIL PLAN MH #3 . . . . . . 12".X18" RCP . . 335 LF OF 8" PVC SEWER O 0.40%� 0 E. INV. 16.50' MH #4 22 LIFT STATION MH #1 MH #2 20 � � d" P\/C CFwcR I ATFI7AI_7F� F"FIRE VAIN � � -- ... .. y .. 4_. WATER MAIN � - 18 55.5 LF OF 8" PVC ... .. -SEWER-O 0.40% .. .. .. 28' OF B" PVC 0 138 LF OF 8" PVC SEWER O 0.40% 16 O 0.40% 14 S. IN . 15.74 W. INV. 15.84 't NE. INV 14.87. N. INV.. 15.19 12 W INV. 14.77 W. INV. 15.09 S. INV. 13.23 1 INV. 12.56' INV. 12.67' 205 LF OF.6" PVC SEWER.0 2.0%.- N. INV. 13.90 W. INV. 14.77' J NE. INV. 14.87' _. SEWER PROFILES SCALE: 1"=20' HORIZ. 1"=4' VERT. � IIIIIIII . I LIJ n V)al L o " UJI dwaZ0(Q>f -Z� 0 Nwto woa Zrnof J O Z) 0 z 0 Qj U CDrO 0-) P d z r J o a r5 0 Lv O' cf) Lj f- f7 Z_ w 0 a o z K U 0 O .Wj FV L.L_ O � 0 _ Z C > Q S, O L in ILL L- J_ Q W W ~ F= F� i� � U a W a o DA?F DRAW9NG N.. C22 22 OF 32 R I 8" CEMENTED COQUINA SHELLROCK COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180 12" STABILIZED SUBGRADE - COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 & FLORIDA BEARING VALUE = 75 PSI (MIN.) 6" CEMENTED COQUINA SHELLROCK COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180 8" STABILIZED SUBGRADE - COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 & FLORIDA BEARING VALUE = 75 PSI (MIN.) TWO (2) 1-1/2" LIFTS OF TYPE S-1 ASPHALTIC CONCRETE 1" TYPE S-III ASPHALTIC CONCRETE VARIES 2' 6"x6" 10/10 WWF 2" I_~ 4" 2% TYPICAL - .J ° v ° L COMPACTED SUBGRADE - 95% MAX. DENSITY PER AASHTO T-99 1/2" DeR 1 ° 1 /4" R j 1 /4" R 00 y v v 1/2' PRE -MOLDED / EXPANSION JOINT MATERIAL TYPE "A" TYPE "B" TYPE "C SIDEWALK JOINTS TABLE OF SIDEWALK JOINTS LOCATION rA AT P.C. AND P.T. OF CURVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS. 5-0" CENTER TO CENTER ON NEW SIDEWALKS. WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES SIDEWALK CONSTRUCTION SIDEWALK SECTION ONE (1) 2" LIFT OF TYPE S-11 ASPHALTIC CONCRETE 1-1/2" TYPE S-1 ASPHALTIC CONCRETE DEPRESS CURB SIDEWALK AS OCCURS f I R_ ISOLATION JOINT 6" 1I 1- i" AS OCCURS _ d d d 4 , a R 2" a ° 0 d BACKFlLL a °o 00 00. 0 o Uo 1-- 6" RAKED OR TOOLED NON-SKID SURFACE SLOPE AWAY OR TOWARD CURB 1 1/2" ASCS 6" SHELL AUTO/RV PAVEMENT SECTION 8" STABILIZED SUBGRADE �__ — SIGN NOTES 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUNG WITH BLACK OPAOUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR AREAS WHERE SPACE IS LIMITED. 1/Y R 1 1/2- R PARKING BY Ls somas _ DISABLED ' PERMIT' 1� ONLY F250 FW FTP 25 —1 4-- 6" HANDICAP PARKING SPACE SIDEWALK AS OCCURS 2'-0' I SOLATIDN JOINT 6, AS OCCURS 6 ° e4 n d d d ° d BACKFILL ° 0. 0 00 ° 0° 0S TYPE F CURBS ! L16 S. I 12' R1-1 30' x 30" STOP SIGN 24" WHITE STOP BAR 2'-6' - - 2'-0" R PARKING BY DISABLED - PERMIT ONLY $250 FINE ° 00 0a '+ TO BE 8" CURB AT ALL AREA WHERE TRAFFIC IS PERPENDICULAR TO CURB ADJUST 2'-0' DIMENSION TO V-10" AS APPROPRIATE SPECIAL TYPE "F" CURB A.C.S.C. FTP 26 SLOPE AWAY OR TOWARD CURB 6 2" ASCS 10" SHELL 12" STABILIZED SUBGRADE 0 Q0' 00.f .. o� ODO O 0 00 _ o C> SHELLROCK BASE - LASS THAN 18" o' o o' o 0 0' 000o * p_ 1p• 0 q oo.o OoC' �Oo 0 0 0.0 OF PIPE 12" 12" STORM DRAIN TRUCK PAVEMENT SECTION i U Z o w^ �77 CL Z Nwm m z n Ll1 Ld aInoh J La W � � U f-- z C> w woad ZNp F I`- J z 0 0 0 Il) 0 a a a 0 C) Q Cl, CL N Z o 0 d z v "'C3 J NIi LLJ �7 C Q) L Q) - Q �..L h— E L Z � � Z 5 t 6 1^L DATE DRAWING No. C23 23 OF 32 zq r 5 3/4 z M N 203 �I I_, TYPE' "E" GRATES ARE CASTED IN TWO SECTIONS TYPE DIMENSION MAX. INLET SIZE R.C.P. <\ B C D E C 2'- 0" 3'-1" 2'-4" 3'-0" 11" 18"/24" E 3'--0" 4'-6" 3-4" 4'-4" V-5" 24"/42" r 22 1/2• NOTE: (1) FOR MORE INFORMATION SEE D.O.T. �� 1984 STANDARDS INDEX NO. 232 PLAN 1 1/2" 1" �f —T _ A r—T5 3/4" GRATE 1 1/2" SEE GENERAL N SECTION 18" TRANSITION y y W y � -- 2, y GENERAL NOTES BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKALL TO FLOW LINE WITH CLEAN SAND. GRATES: CAST IRON GRATES TO BE U.S.F. NO. 6212 IN ACCORDANCE WITH FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES. WHERE BASINS ARE SUBJECT TO VEHICULAR TRAFFIC, ALL GRATES SHALL BE RATED FOR HEAVY DUTY LOADING AND BE PROVIDED WITH GRATE SEATS. INLET DETAILS A Fl: 18' TRANSITION TYPE F CURB DEPRESS CURB N' y W L W y W y y N y IV W yy W STORMWATER INLET TYPE PER DRAINAGE PLAN A PLAN "F" CURB I SOD 1 SECTION A —A INLET LOCATION DETAIL SOD SOD ,BEVELED OR ROUND CORNERS � 1.5" R �o y no I I CONCRETE SLAB, 3" OR 51/,' THICK, REINFORCED WITH WWF 6X6-W1.1XW1.4 --�sc TOP VIEW — SINGLE PIPE 3" OR 5 1/2- DEEPEN AROUND OUTSIDE EDGE OF PIPE FOR 5 1/2" SLAB o CONCRETE,ONNECTOR PIPE I SADDLE NOT LESS N BAR-4 E± I�----- THAN D 6" --I NO PIPE JOil ',-RMITTED PAID FOR AS UNLESS APPROVED THE ENGINEER E PIPE CULVERT (PIPE TO BE INCLUDED Uh, RISE R SPAN S X A B 12" 18" 2'-10" 2.36' 3.0r 14" 23" 3'-4" 2.44' 3.7' 19" 30" 4'-0" 2.62' 5.4 F i UNIT PRICE FOR MITERED END SECTION) SIDE DITCH GRADE d /�I 5' SOD i-NSION AND QUANTITIES C E F G =mco(wrr) �ooING (says).) ..42' 3.03' 5' 1.50' 4,92' 1.21' 0.30 23 19' 3.70' 6' 1.90' 5.38' 1.23' 0.36 24 3.09' 5.36' 8' 2.37' 6.04' 1.2T 0.51 27 AS SHOWN ON PLANS DETENTION AREA BOTTOM EL= 18.0' O ` 00 0 0 o a GRAVEL TO BE GRADED o 0 0o FROM 1/2" TO 2" i o 4" PERFORATED UNDERDRAIN \ o p = o o WHERE SHOWN o o + Sao 00 00 oa . EL.- 16.70' \ []O o O OQ O 9 OO \ O o o O O O \ O O O o _TRENCH BOTTOM EL.= 15.0' 3' VAW SEE HORIZONTAL 10' CONTROL SOD SEE 20.50 1 4 DE SEE PLAN !ES MULCH ETEN SEE 10' HORIZONTAL SOD CONTROL 18.00 / 4 MAX �— ROCK TRENCH WHERE SHOWN MATCH EXISTING r-EL 20.00' 18; T4� L 18.5'--L3 3"x3" BLEEDER AT EL. 17.0' SECTION B—B 18" CMP INV. 15.00 4" EL. 19.6'�J 3'X3" BLEEDER -, 1 AT EL. 17.0' SECTION B—B 15" CMP INV. 15.00 T TYPF F IN(FT L TOP VIEW —EL 21.0' — EL. 20.0' 24"X24" SQUARE OPENING EL. 18.5' 4" PERFOR. L. 18.0' AT ELE o � EL. 17.0' EL. 17.0' --------------- - —------------ - 0000 � o N DISTANCE AS PER SECTION A —A OUTFALL STRUCTURE NO. 1 15' T TYPF F INI FT L TOP VIEW —EL. 21.0' —EL. 20.0' 24"X24" SQUARE OPENING SECTION A —A OUTFALL STRUCTURE NO. 2 r PERFORATED PIPE IN ROCK TRENCH /---------� 1 I I I 1 I M 1 I I .---------J r PERFORATED PIPE / IN ROCK TRENCH I I I 1 I M 1 I 9 ad C3 Z 0 Lij CD It! Z ��m a_ Z w L^u O�uMi Qpn /Li J NN�< uj wil-4I� U i— zoau: -w c7 IA w U-) woa-, �0� Z N ' J � iA z U 0 +� cr Q0 Cn k' `o z U C) 0 g a- m w 1— tq N Z cD s rc 6 ¢ U) 0 Q 0 N w Q.) Li.l i C� N Q 0) 5 E z � � Q LL L0 z Q z r � 0a DATE:. 'DRAPING No. C24 �24 OF 32OF 32 P RIGHT-OF-WAY LINE BENCHMARK L 4" PE GAS MAIN (BY OTHERS) NAIL k PCP DISK #4286 -- u 20 is to s o 10 20 +0 00 EAST E.O.P. KINGS HIGHWAY ELEV. - 20.446 Ln SCALE IN FEET: 1"= 20' EDGE OF PAVEMENT EDGE OF PAVEMENT 0 BENDS ' I SEC-RON LINE KINGS HIGHWAY 4- VALVE CONST. 6" PVC FORCE MAIN EDGE OF PAVEMENT OPEN CUT CONST. 6" PVC FORCE MAIN 4" CAP 0 O CONST. 4" PE GAS MAIN a 20' OF 6" DIP FORCE MAIN ti —__ 0 6" FM OVER 30" CMP 07 `— �� o — W/ 6" MIN. SEPARATION 1 __---- — — — — INV 14.62-- — — — — � — I I — V-45' BENDS (3) } �p—L� - — — _ — — N 0 E E - ¢. 0WOER INV. 13.71 .` .� �°� OHE-- ONE - —OF1E OHE OHE--.OH-- __ O �E � E� 18 CMP �E _OHEED OH78 RCP OH ,M C `�------a"--` TOP OF BANK '7 _---- '"y0 —�—._ 7 i ------ -0----------- —---------------'- + ----------------`------ STOP i� HEADWALL 0° RIGHT-OF-WAY LINE }°� .---------- ----- --------p+ HEADWALL °}� FORCE MAIN 1 _ _ _ TOPCATEL. ySIGN INV. 4�------------- --------------------------------------------- 9 CONST. 4 PE GAS MAIN 13 68 POWER TOP EL. = 19.27 7± BY OTHERS .��o- '`� O �-------- 1�0�a POLE INV. 15.27t G7ra-- _ x x x x x � X ANCHOR POWER POLE x x x x x x x STORM MANHOLE Q Zi a� 0 ,\+0ayo x — x x x— x x x FENCE GATE 1Lu TOP EL = 20.05 qc� D _r ^� .�-g,,+ U7 Z INV. = 13.55 I 0 D 8 6• GV 90' BEND, CONNECT TO 6" Q K FORCE MAIN (BY OTHERS) — 1+ POWER 2+00 3+' ?0 4+00 5+00 x Vi Oi ODi Q•' Oi �' N � e ` t t } 1 20 3 I } ! r EXISTING GROUND ... .. ........_..__......._................_... .... _.. ._..__... _ ^.---_'-- — ��eY........-- _--............r.�—r __....... ii 20 1. _.._.._... ... _._ _.:..___.......____^___.. .. �...... ..._......... ....... ..................._.. _{................. _... , ... ....._....... ... ..__ .. t ' ... .. _.. .. ....... ..... ..___... .........._.... .. �_--- -- --- --- -- .. .... _ .. ......_ ..... _....._ ..............._..... ......_......._.___.._w_.. _.. .. _..._. .._ STING GROU $� NP i - - Y____ _ __ -^ :_--___ ----- ----- ---------- ---------- STORM MANHOLEi.- _ : -- --- —�- __ -----'-- -- -----� - - -- _ __-- E-------_________ _ ___ _ TOPEL = 20.05 .\ i -- _r- ----- --- -- --`--- ----------------- i , INV.:= 13.5518 ----' ! . V CONST. 20� OF 6' DIP FORCE MAIN ! �: `• .......... .� ^6; .,. __........._...___... ...................... ...._.. 18 ............_ .... _ .. ..€�....._..._... .................._........ _.__.;.. ... .................. ... ........ ........ ..� .... .... .... .. ... ...._.....�... ........ ..... - z CON$T. PVC FORCE MRIN... _._....... ....._._ .._ ... . ........._. _ ._. .. ............... ........_.............. - i FORCE MAIN 4" VALVE 4" CAP z BY OTHERS �F 16 14 12 00 A- lf) LL, 6+00 20 i 18 i 5+ 00 12 — — — — — — RIGHT-OF-WAY LINE O 20 15 10 5 0 10 20 40 F— -i_ 7• l SCALE IN FEET: 1'= 20' KINGS HIGHWAY STA. 10+00 CONST. 6" PVC FORCE MAIN WIRE PULL BOX EDGE OF PAVEMENT in OPEN CUT CONST. 4" PE GAS MAIN a� al `o t,,b a ti < in ti0 in `i- in Y O TOP OF BANK '` — — — _ 6 --- oHE _ oNE-- oNE _ °N� --------- - - ---- -------------- -- -------- --^yam=-'..____ -- ---_ SPEED UMIT SIGN--- Ok1G--. OHE_________b ___-__._____________ h-___ ___________-___ _ _ N f _ _ _ _ OFiE OHE OHE O INV.14.64 RIGHT-OF-WAYUNE-----�--------------- ANCHOR--- ^-pi-,�s '`^}� -----,'y- --------------------- ,rD1b -- ,��� - ------ ------- 0 1L g -F"----------------- HEADWALL-- o-0 �a - - - -� `�.___—_ RIGHT-OF-WAY LINE - - - - - - , a N x `\\ x x x x x POWER POLES TOP OF BANK INV. 14.73 `- FENCE FENCE EXISTING GROUND A BENCHMARK K NAIL &PCP DISK �.4.286 EAST E.O.P. KINGS HIGHWAY ELEV. = 20.599 a� 18"RI ,CS FT. PIERCE JAI -ALAI w x Q J p 11 +00 7+00 I 8+00 9+00 , +00 O1 ' i : `• EwinNG GR20 '...` STA10+00 ......... _...._OU.ND .................. .-..a<' --^s ----------.a} .-_-.-..-..,...e.m...._I�.-__.__„"�•_1 ._.._- .._........_._....._...._...._ ...__ ....._... .._._.............._�----_- .WIRE.PULL .......... __...;_._ ..........._.. .. _........__ - -_....... ... .._..._..___...._ .............. i.. ---- - --- t } -�'-_____ -- — — -- --- i O } i ' i ... ... _.... ......_.........__. _....__..._. ......... ......_......._.._.._ __....._........... ..... .._.... .._... .. .... __..__...... . .._..............__.. _ ..... .-. _. .. _......... .._. ........ Z _ ._.._.. _.MR......... CDNST. 6 FdRC ►d ..... ___.. ...... .... ..............._.........._...__._._.............,.............._. ........_......;. ...... n LL• 10+00 11400 112 L� � U � Z O W Z vWv n- z n L.L) LL.I z o ui a dl � 0 J N; w W w a Of F W V _ ZV, �W tO to w0a c>mcc Z N p J 7 In 0 U Ir o � � I � N o� d z r O1 0: a a o a C7 �< oQ N ao M Fw a r Z Q1 N � w rc pop 4 0 Z K U 0 v .0 O o N L`- + C) N �- z_ U Q Q 2 Q O L L.L F— L.L_ Lu � O F F r w � a DATE DRANING No. C25 r z --�RIGHT-OF-WAY LINE O — — -- — — — — — - Q — — RIGHT-OF-WAY LINE 0' O 20 15 10 5 0 10 20 40 (D H + BENCHMARK J SCALE IN FEET: t'=20' W •'- NAIL & PCP DISK #4286 `- EAST E.O.P. KINGS HIGHWAY ELEV. - 19.752 SECTION LNJE SECTION LINE KINGS HIGHWAY a- 6" FORCE MAIN & 4" GAS MAIN CONST. 4" PE GAS MAIN OVER 36' CMP W/ w EDGE OF PAVEMENT S 6" MIN. SEPARATION TS CONST. 4" PE GAS MAIN OPENCUT CCINST. 8' PVC FORCE MAIN STA. 14+80 OPEN CUT c o� �L 6' GV 0q O, CONST. 6" PVC FORCE MAIN EDGE OF PAVEMENT Or /Z,6777 e� r ° SIGN 747 POWER POLERIGHT-OF-WAY UNE i� --plE—N OHE OHE cNE- 0 TOP OF BANK ry0 r+ N �MAILBO% p, POWER POLE ONE oHE oHE • E- °HE--� —oHE -OHE--ASPHALT �POWER POLE 19RIGHT-OF-WAY UNE _"POWER POLE +POWER POLE yCONC. SLAB - 1 - 1b-1 --- - - - - - O k ° --- 18"RCP — - - ---- ------- -- - - -- �. 18"� i"--- --- �k. 1- - `"RCP - - .INV. 13.419, -- - - _________ _____jllQF" - a----- ---- �K INV. 11.79 CATCHBASIN kCATCHBASIN O-i-•TOP �L.- 19.35 1 ASPHALT - - 9 HEADWALL TOP OF BANKINV. 14.54 A cy _ �QUILTING ,BRLBOARD ^� - � 1"INV. 14.07 C) CONCRETE PAVING a BENCHMARK i zF— • SHOP c BUILDING I 60d NAIL & PCP DISK #4286 ' - �• ANCHORS WEST SIDE OF POWER POLE -� —� 12 00 13+00 14+00 15+00 ELEV. = 23.382 16+00 • >'. a0 rn; N N; M bi h W( rn O O o: o - o: o c: EXISn GROUND o N Ni N Ni N N; N N? (N i NQ � ' 20 - ------ --------- - - ----.- EXISTING -- ND --------- - - ------------------- ---- ------------- ----- ---------------- 20 _ cRou -- - _..._.._ . _ _.. _. ..._ . _.. _.. -- .... __ _ _..... i t t __ _J i 1 __ Z 0 CONST. 6" PVC FORCE MAIN 18 :STA. 8° 18 M i4+ V ......................... !..... ........ ;... ......._ i...-.._. ................ ST.... a PVC ......__..............._......... ..............._....._. _ .... _.. .............. ._. _.__.__... .._...._.... .... _... ......._............ ............ ........ ................._..... ...__........ _..... ..._ ...._........... ........ ... _ _ .. _.... cuN.. 6 c �oRce MAIN , , I �-- CONST. 4`: PE GAS MAIN '. 16 16 _._ ..........._._ _._ ... . _... ..... - -_ __ ......_.. ...... .__..... ......___. .. ....... ._.. .. ....... ..._..__......._._ .._..... __ . __. CON$T. 4" PE GAS MAIN 14 14 i._.. _.. ._._........... .. ....._._.... .L....... .....__...... .......... _.. .. _.:_..... .._... ..... .....F. ............ i_..._._.... ............. ... ........ ........ .... ._....... ....... .._.... .............. ................... .....y,........y..........................._.. �.......... .... ._. ....... .........._. .- .. .... _...... _.. ...._.. _. "-_. .. ........... _. ......_ ._._.... ., _.......... _... . ... ....... .. 36 CMk _. [ _ 12 12f00 13 00 14 00 15f00 16+00 12 — i-RIGHT-OF-WAY LINE�- - RIGHT-OF-WAY LINE O + BENCHMARK H 15 '° 5 '° 4D '° Q o11� V) (0 NAIL & PCP DISK #4286 ~ T e-- SECTION LINE EAST E.O.P. KINGS HIGHWAY SCALE IN FEET: 1"= 20' U) N ELEV. 21.275 SECTION LINE CONST. 4' PE GAS MAIN 6" FORCE MAIN & 4" GAS MAIN OVER a CONST. 6" PVC FORCE MAIN <INGS HIGHWAY 48- CMP W/6" MIN. SEPARATON (FM) g W/12" MIN. SEPARATION (GAS) 0 CONST. 4' PE GAS MAIN OPEN CUT iv STA. 2G+GO EDGE OF PAVEMENT 00 CONST. 6" PVC FORCE MAIN N WARE PULL BOX i.1 20' OF 6" DIP n 1 ° ° O° l N 0r cr EDGE OF PAVEMENT 7� 6 _— INV. , �1. .p 1 "�y _ Q' K a1E OHE OHE 14.5�—,� oHE ,y0 ° O _ '� _-- �'"— n,� 0HE ' �E TOP OF BA K 4l+ �E-OHE----pHE 1' �E --ONE—.. �E �y ----`Y '� -�9 _________________ __ _________ ____ A �k------------ 14 O `I' TOP OF BANK HEADWALL �h 0 HEAD EDGE OF PAVEMENT RIGHT-OF-WAY LINE `L 6---- �'}'---------------'------------ ------------- __-_ y+�--- ----------------------------------- t��� r� TOP Of BAN�K�I POWER POLE ti AIL �- POWER POLES ANCHOR 0 ° -----� o --- - --- 24"CMP _- .--� _ _ - y� V. 1 . _ INV. 12.13 �} O �� x x ^ x x cr g RETAINING -yy WALL 'S �{O� �° °�� o� '`ry+- - - _ - - _ - -TOP OF BANK ^� 0 ^ - -- _ - -- - - - - - - - ryt� POWER POLE RIGHT-OF-WAY LINE _ _ 0 �} • ti O+ O - —�1� - L� FENCE c i W H W ~ Z INV. 13 24 ^�' CMP}) ♦ �O ,1G+�� '`� GUARDRAIL 12' PUMPS Q z -J CATCHBASIN ` BILLBOARD �° FT. PIERCE ry 17+00 TOP EL a 18.98t 19+00 20+00 21 +00 181-00 JAI —ALAI O O O O N A. _ WARE PULL BOX EXISTING PAVEMENT L B p: c ' N- __ N___ N:___________ ___________ ____�_ _— .____.-..__ ____ N - _ _ N ____ _ ____ N-_ N N. EXISTING GROUND ------ --- - ---- - ----------=------------ ---------------------- - - ------------ ----- ---- ---- ---- ----- __ wsn 2 0 °--`-------� -- -----------------------------------------"----------;--------------------- i---------- *---------- ----------- -- — ----------------------- ---- ----- -- --------------- -------- 20 ...._........_..............................J..._................__....-.......4..... _.... _..__........ _.._....: ..........._....__... ............................... ....................... ._.«_............. _............................. __...._........__......-. ........ _..... ....................... ........_......_....__ ......................._.. __._......_.............. ..............�-.............._.__..........................4........._............_.._........_......_.................. _.._........._............_... ...................... .. ...................._ .. .... .__..._Q ........--.... -. ; ._.n............n....-........................ ........._. .......................... _. � • e CONST. 6" PVC FORCE MAIN U t o K z o W U a- � W� a _Z Z ow") L/�d L/�LJ o In a to dooO I J N w�_ w _a �W U t— Zoca)�� w0a (ern~ Z N p F z 0 0 t-r) o � < N z_ z 2 Q U W � K K F Q o w 1n CLLv r) N IL Z_ 05 pQ Q o H d z a 0 0 0 N c (n N ry Z W G a) Qi Q N + C > cD LL L.I_ U O N r c. z z a: a o DATE . DRANiNG No, C26 26 OF 32 RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE _ — — - — — - — — — — _ — — _ — — — 20 15 10 5 0 10 20 40 O . SCALE IN FEET: 1'= 20' U) � N < + SECTION LINE — N SECTION LINE CONST. 4' PE GAS MAIN KINGS HIGHWAY CONST. 4' PE GAS MAIN EDGE OF PAVEMENT CONST. 6" PVC FORCE MAIN N CONST. 6' PVC FORCE MAIN o- EDGE OF PAVEMENT N y — — — — — — — — — —y RIGHT-OF-WAY LINE �E per_ ON -- 1 OHE �}_OHE-— OHE —SEE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - ^ + _ __.p1E— E OHE OHE- E 7 4,POWER 0_________________.._____-__-__..__�_______-_________-_-___-____--_____ .DHE 0HE OHE _ _ NTOP OF BANK ----i� -- SPEEDLIMIT SIGN- - ------- ----� ----------------------------_ 4R---------�yt�1-------- ------ POWER POLE �y yy ---- -----y------------------- 6+'S _-_ _-__-t �----------- X x z,:i %------ -- --- X xxx x 4" P�xx xxx x�x�xx --- ---- x xxx x x x FENCE U �1.1RIGHT-OF-WAY LINE 2 LPOLE � z FENCE Q J 26+00 27+00 254-00 I L I RIGHT-OF-WAY LINE O RIGHT-OF-WAY LINE — — — — — — — _ _ BENCHMARK _ _ 20 13 10 5 0 10 20 40 SCALE IN FEET: 1"= 20' f'-' 0 op + N NAIL &PCP DISK 02 EAST E.O.P. KINGS HIGHWAY ELEV. = 20.798 � SECTION LINE SECTION LINE _- _ _— -._-- —"— --- --- -- - NV. 17.59 , 6-l-� Ir8 -- RC HEADWALL _ \ POKER U .j POLE Z ANCHOR Jw T5 IL \ h 0 N 20 ------- r- ------- � : .............. .... OP � Z n ry wi Lij z �Wrn CL z z r W W <(non a-n �� M U Fw— z� o� o z `) wo 00� N 0 z J z 0 0 U G T Q� (D P � 0 0 __ U � Q R 0 Q_ u %* v� N a 0 W F I) N TS a o Z 3_1 ay w a O K U 2 0 L O 00 Q �- [V �. Q) Z 0 C 1. Q ^, 4• J O /L 1L Q + N L O Z U F= O F F r W � a o. o DATE . DRAWING No. C27 27 OF 32