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Home My WebLink AboutPAVING DETAILSPROP GRADE O� O p0 00 N M m o d d d N 0 M 0 00 M o O -: c 20 �In M O O 18�^I II it p a > > 1 C U 4-' Z Z ICOI 61' _ CONSTRUCT 26 LF 8 INCH HOPE PIPE 0 0.50% ,ONSTRUCT 8 LF t INCH HDPE PIPE 0 2.00% 6 N O O O a � II II II Ilse o a ; U a.IZ Z Z i LF PIPE 0 0.50% CONSTRUCT #1 LF (i INCH HDP PIPE ®0.50% 00 30+50 PROFLIE VIEW FOR ROOF DRAIN VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' NOTES: 1. CONNECTION AND PIPE TO BE BACKFILLED PER ASTM D2321, LATEST EDITION. 2. IN LIEU OF AN INTERNAL CYLINDER, AN HDPE WATERTIGHT REPAIR COUPLER CAN BE USED. 3. INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS. O n rn aj � r II II II II oz- z EXI ING GRADE PROtOSED GRADE CONSTRU 38 LF 8 INCH H PE PIPE 00.43% INTERNAL COUPLER SPIGOT ADAPTER HDPE PIPE TO BE CONNECTED EXCAVATE PROP GRADE � n C Yj l'-X F 16 M 0 0 0 O I o 0040 1 I III] II .N^i II r^i II - ---j Q�z o�zzzz 14 PROPOSED GRADE 12 EXISTING GRADE 10 g ' CO STRUCT 13 LF � 8 I CH HDPE PIPE 02.00% 6 I 4 I EXISTING GRADE TO AVOID --� SOIL INTRUSION & TO CREATE SAFE WORK AREA FIN7t- 70UATE WIDE MAC COUPLER ROUND T IS ONE DIAMETER LARGER IN PROVIDE ADEQUATE OVERLAP. VARIES DOUBLE WIDE MARMAC EXISTING COUPLER TO 8E RCP PIPE WRAPPED AROUND CONNECTION ozareao$, INO. AS o fir, PROFLIE VIEW FOR YARD DRAIN 1 VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' EXISTING GRADE GRADE A �` —/'/f SECTION "A -A" CLASS I BEDDING TO SUPPORT CONNECTION ADVANCED DRAINAGE SYS DRAWING IS INTENDED TO SERVICES FOR THIS PROS PROVIDED HEREIN ARE GE REVIEW THESE DETAILS PI PROVIDED HEREIN MEETS DETAILS PROVIDED HERETO OS') HAS PREPARED THIS DETAIL BASED ON COMPONENTS AS REQUESTED. ADS HAS NOT i ADS INDEPENDENTLY VERIFIED THE INFORMA IMENDATIGNS AND ARE NOT SPECIFIC FOR THI TRUCTION. IT IS THE DESIGN ENGINEERS RE THE APPLICABLE NATIONAL, STATE, OR LOCAL ABLE FOR THIS PROJECT. REVISIONS: Q COUNTY SIDEWALK DETAIL REMOVED FOOT SIDEWALK DETAILS SHALL 2/8/I8 GOVERN, 3/20/18 ADDED DETAIL QROOF -DRAIN PROFILE ADDED 3/23/I8 YARD.. DRAIN PROFILE ADDED RCP/HDPE COUPLING DETAIL ADDED 2 FORMATTING UPDATES AND RENAMED TJR 02/1$!78 CK& REV. DESCRIPTION BY MMIDDM' CHMD PROVIDED TO ADS. THIS 1NY ENGINEERING OR DESIGN L THE INSTALLATION DETAILS HDPE TO RCP 46W TRUEMAN BLVD THE DESIGN ENGINEER SHALL CONNECTION MARIdAC HILLIARD, pHIp4307$ 0 ENSURE THE DETAILS � ) S AND TO ENSURE THAT THE wKN+cm oRAx�wE s+sTEMs INC- - DRAWING NUMREISTD-604 S DOCUMENT, TOGETHER YATFi THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH. IT WAS PREPARED. REUSE OF AND IMPROPER EXISTING RCP PIPE KJ.M. I PROP GRADE Qq EX GRADE Ca � M N w7 An 20 d N c II II V 16 N � I ��z � 14 I I i I 12 i 10 CONSTRUCT 16 LF g 8 I CH HDPE PIPE 1.00% I RELIANCE - I NI II II II II II Il iv I» I �PR POSED GRADE EXI NG GRADE LCONSTRUC 15 LF 12 INCH R�P 00.00% 75 PROFLIE VIEW FOR YARD DRAIN 2 VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' DISTURBED SOIL SHALL BE COMPACTED TO 98% 24" STANDARD PROCTOR Slope Pavement Class "B" Concrete RIBBON CURB NOTES 1. Construct curb and install t/y" mastic expansion joints, A.S.T,M. D-1751, 2. Broom finish all surfaces. 3. Ribbon curb may slope towards pavement or parkway, Match cross slope of road unless indicated otherwise on plans. 4. Contraction joint spacing shall be 10' maximum or as directed by the Inspector. ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. FRAINT VGBONE PATTERN �v �I Vr VV I. - rvv 1 ewe THAN 1/3 UNIT STRING COURSE EDGE WITH DRAWING NO. ICPI-43 45 DEGREE HERRINGBONE PATTERN SCALE F.S. PAVING DETAIL N. r.s. BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 3/23/I8 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJII lit TIMOTHY W. STACKHOUSE LICENSE NO 81400 •• 4/23/18 Q� •. STATE OF !(X\ ENGINEER OF RECORD FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 12,? CEDAR WOODS TRAIL n C�nc" CANTON, GA 301114 678-462-4072 CirilConiu!lingEngine•eiin•.00m DETAILS • EXCAVATED TRENCH WIDTH SOLID COPPER LOCATOR WIRE SHALL BE PLACED ON TOP OF PIPE AND LOOPED AT EACH BELL FOR ALL WATER AND FORCE MAINS INISHED GRADE FINAL j /� I /' BACKFILL SEE NOTE #4 L \ 12" TAMP) 6" MIN. 6" MIN. \ J (FLAT z �� 12" MAX. 12" MAX. LU< w� INITIAL BACKFILL \ �\ PIPE ONE m PIPE (SIDE TAMP) w HAUNCHING BEDDING FOUNDATION (REQUIRED WHEN UNSUITABLE MATERIAL IS ENCOUNTERED) NOTES UNDISTURBED SOIL 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE INSTALLATION OF PIPE. 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 5. AN APPROVED LOCATOR WIRE SHALL BE USED. 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS. MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 500 S.E. OGDEN LANE PORT ST. LUCIE, FL 34883 PHONE (772) 873-6400 FAX (772) 873-6433 STANDARD PIPE TRENCH CROSS SECTION DETAIL: 0-04 DATE: 2015 SCALE: N.T.S. SHEET:1 OF 1 REDUCED PRESSURE ZONE (RPZ) \ BACKFLOW PREVENTION ASSEMBLY \ SEE CHART FOR BALL VALVE METER/SPACING (TYPICAL) f / ANGLE VALVE J METER VALVE ETER W/LOCK (BRASS) 12" MIN. PACK JOINT 24" MAX. L E "K" COPPER OR BRASS 14, •'�-24"� WATER, SEWER OR REUSE 4CAST IN COVER AS APPLICABLE 3"0 X +' THICK BRONZE DISC ANCHORED IN CONCRETE WIRE PORT PAD WITH HOOK DISPLAYING }" DEEP LETTERS CAST INTO DISC STATING NUMBER OF TURNS TO OPERATE & SCHEMATICALLY IDENTIFIED MAIN & VALVE LOCATION A XX, TURNS, �II 2" � �J 4" he- ONCRETE VALVE COLLAR WIRE #4 REBAR FIN ISH GRADE —i tI I MI LOCATOR — WIRE RISER PIPE PIN FOR ANCHOR SECTION A -A 24'' X 24" X 5" THICK — CONCRETE COLLAR MATCH EXISTING SURFACE o, R ROAD MATERIAL + CAST IRON VALVE BOX. VALVE BOX ALIGNMENT DEVICE (SEE NOTE#2) VALVE PIPE PER APPROVED PLANS " BAG OF CONCRETE MIX. NOTES. 1,VVH EN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REOUIRED. 2. A VALVE BOXALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOXAGAINST THE OPERATING NUT, 3BOLT DOWN COVER SHALL BE USED IN ALL AREAS. 4. C900 P.V.C. RISER PIPE SHALL BE ADDED. TO EXTEND. THE VALVE BOX IF NEEDED. 5. RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS, 6. THE TOP SIDE OF THE VALVE BOX. COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS. It MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: 0.07 CITYOF PORT ST. LUCIE DATE: 2D75 900 S.E. OGDEN LANE TYPICAL VALVE BOX AND COLLAR PORTST, LUCIE, FL 34983 SCALEe N.T.S. PHONE (772) 873-6400 FAX (772) 873-6431 BHEEh 1 OF METER SIZE METER SPACE 5/8" 7-1 2" 58"x34" 7-1/2" 1" 10-3/4" 1 "-1 2" 13" 2" 17" UTILITY CUSTOMER TO BUILDING MAINTAINED MAINTAINED STANDARDSEE VALVEBOX DETAIL G-07 FINISHED GRADE-N"" � ywywYY��YdIl1��?;� 'Y4 m yr r-vvv,�rvvyvyvy MALE • • TO •� PACK JOINT COUPLING (BRASS) ,-POLYETHYLENE PIPE. SERVICE SADDLE TYPE "K" COPPER OR BRASS RESILIENT SEAT GATE VALVE BAG OF CONCRETE MIX 90' ELBOW BRASS PACK JOIN NOTES: 1. THE ENGINEER -OF -RECORD SHALL SIZE THE PIPE, FITTINGS, VALVES AND APPURTENANCES; THE MINIMUM SHALL BE 2" UP TO THE ANGLE VALVE, 2. BOTH RISERS SHALL BE BRASS OR TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS THREADED FITTINGS AND ADAPTERS. 3. ADDITIONAL SUPPORT SHALL BE PROVIDED AS NECESSARY TO SECURELY SUPPORT THE BACK FLOW PREVENTION ASSEMBLY. 4. VALVE, SADDLE AND APPURTENANCES SHALL BE PER THE QUALIFIED PRODUCTS LIST, 5. METERS 2" OR SMALLER SHALL BE PURCHASED FROM AND INSTALLED BY PSLUSD. SEE SHEET 2 FOR MULTI -SERVICE METER BANK ASSEMBLY. 6. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: W-02 CITY OF PORT ST. LUCIE COMM CER IAL WATER DATE:.2D15 900 S.E. OGDEN LAE \ . PORT ST. LUCIE, FL 34983 SERVICE CONNECTION SCALE: N.T.S. a'-� PHONE (772) 873-6400 FAX (772) 873-6493 ..aw.: _. BHEET: 1 OF 2 WIRE PORT FINISH GRADE 36" MIN. LOCATOR WIRE,. EXISTING MAIN WATER, SEWER OR REUSE A'' CAST IN COVER AS APPLICABLE 3"OXi"THICK BRONZE DISC ANCHORED IN CONCRETE WIRE PORT PAD WITH HOOK DISPLAYING DEEP LETTERS CAST i INTO DISC STATING NUMBER OF TURNS TO OPERATE & SCHEMATICALLY IDENTIFIED MAIN & VALVE LOCATION A 6"GV 4" XX, TURN ht1 2' �a —w4 4" Ill CONCRETE VALVE COLLA WIRE #4 REBAR FINISH GRADE � z M LOCATOR WIRE RISER PIPE PIN FOR ANCHOR SECTION A -A 24'' X 24'' X 6" THICK CONCRETE COLLAR MATCH EXISTING SURFACE RCAD MATERIAL + CAST IRON VALVE BOX VALVE BOX ALIGNMENT DEVICE (SEE NOTE #2) VALVE PIPE PER APPROVED PLANS • - �'—BAG OF CONCRETE MIX NOTES. �i��• 1 WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED 2, A'VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOXAGAINST THE OPERATING NUT, 3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS. 4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED. 5, RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS, 6, THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS, MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: 0-07 CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE DATE: ZD15 It PORT ST. LUCIE, FL 34983 TYPICAL VALVE BOX AND COLLAR SCALE: N.T.S. PHONE (772) 873.6400 FAX (772) 873-6433 SHEET: 1 OF 2 MATCH EXISTING SURFACE 0 0 '```✓ ✓ ✓! �! ROAD 1:VALVE : • RISER PIPE NRS FLANGE MECHANICAL JOINT GATE VALVE NEW MAIN TAPPING SLEEVE L (SEE NOTES) BAG OF CONCRETE MIX NOTES: 1. THE VALVE BOX AND COLLAR SHALL BE IN ACCORDANCE WITH STANDARD DETAIL G-07. 2. THRUST BLOCKS MAY BE REQUIRED AT THE UTILITY'S DIRECTION. (CASE BY CASE) 2. NO TAP WILL BE ALLOWED CLOSER THAN 5 FEET FROM ANY JOINT, FITTING OR EXISTING TAP ALONG THE MAIN. 4. ALL COUPONS MUST BE PROVIDED TO PSLUSD WITH DATE, LOCATION AND PIPE SIZE DOCUMENTED. 5. SIZE ON SIZE TAPS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY PSLUSD. yam"•., I, { `t'+-✓ r` MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE S.E. OGDEN LANE PO PORT ST. LUCIE, FL 24983 PHONE (772) 873-6400 FAX (772) 873.0433 TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL: GAID DATE:2015 SCALE: N.T.S, SHEET: 1 OF 1 I THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR TH€ SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAhnu Aun AnADTAMMAi cV Pnm Pn"ciiir.,P rk—k«.o.. ........... A TIMOTHY W, STACKHOUSE LICENSE NO 81400 0 4/23/18 0 STATE OF y';10NAL WN •�• ENGINEER OF RECORD REVISIONS: ZL 3/20/18 AADDED CITY DETAILS CONCRETE CO IN UNPAVED , (SEE NOTE p..� M' V 24" COVER IDENTIFIED WITH WORD "GREASE" (TYP) 48"X48"XIS" CONCRETE .COLLAR IN SOLID CONCRETE OR UNPAVED AREA (SEE NOTE #11) BRICK AS NECCESSARY 4" TWO-WAY LID (SEE NOTE #9) CLEANOUT TEE (TYP) IF IN AN IF IN A PAVED AREA UNPAVED AREA SEE DETAIL WW-05 _ (TYP-):.' CCESS BOX / COVER INLET _ .:.3"MAX. 3"MIN, OUTLET 4" MIN. INLET OPENING" MIN. WATER 4" MIN. INLET OPENING ;. (SEE NOTE #4) LEVEL AND PREFABRICATED PIPE BOOT WITH S.S. tl"MAX. CLAMP OR GASKET 0YP) 42" 8" HOLE MIN. U STAINLESS STEEL BRACES, BRACKETS, SEE NOTE #7 �B°MAX. NUTS AND BOLTS IT;. .-�. (TYPICAL) LD SECTION VIEW NOTES: SEE SHEET 2 t }+. MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 PHONE (772)'873.9400 FAX (772) 873-6433 GREASE, OIL, AND SAND INTERCEPTOR DETAIL: WIN-1 0 DATE: 21315 SCALE: N.T.S. SHEET:1 OF 2 ROUNDED CONCRETE OR CAP 6" SCH 40 STEEL PIPE OR DIP FILLED WITH AND SET IN CONCRETE TWO COATS OF YELLOW PAINT SLOPE CONCRETE TO DRAIN—\ EXISTING GRADE--� 0.35 YD' CONC. MIN. (3000 P.S.I.) MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE ( 1 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 ,ix nh.r PHONE (772) 873-6400 FAX (772) 873-6433 2' MIN. STANDARD DETAIL NOTES FOR GREASE/SAND/OIL INTERCEPTORS THESE NOTES ARE APPLICABLE TO THE STANDARD DETAIL SHEET WW-10A 1. INTERCEPTORS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN FLORIDA, IN ACCORDANCE WITH PSLUSD GREASE/OIL/SAND INTERCEPTOR POLICY, APPLICABLE BUILDING CODES AND STATE REGULATIONS. AN APPROVAL MUST BE OBTAINED FROM PSLUSD PRIOR TO INSTALLATION. DEVIATIONS SHALL NOT BE MADE WITHOUT PRIOR APPROVAL. 2, THE INTERCEPTOR SHALL BE BUILT OF PRE -CAST CONCRETE WITH A MINIMUM OF 4" THICK WALLS AND WITH PRE -CAST HOLES FOR THE INLET/OUTLET PIPES. SHOP DRAWINGS SHALL BE SUBMITTED TO THE PSLUSD FOR APPROVAL IF THE TANK IS NOT ON THE APPROVED QUALIFIED PRODUCTS LIST (QPL). 3. ALL PIPING SHALL BE A MINIMUM OF 4" PVC. 4, THE INLET AND OUTLET TEES SHALL BE LOCATED NO MORE THAN 4" FROM END OF THE TANK AND SHALL BE IN ACCORDANCE WITH ASTM C923-98, LATEST REVISION. THE INLET INVERT LEVEL SHALL BE A MINIMUM OF M" ABOVE THE WATER LEVEL. THE INLET TEE IS NOT REQUIRED FOR SAND/OIL INTERCEPTORS, HOWEVER, IF USED IT SHALL NOT EXTEND 'MORE THAN 12" BELOW THE WATER LEVEL, THE OUTLET TEE SHALL EXTEND TO WITHIN 8" OF THE TANK BOTTOM. THE TEES SHALL BE SECURED TO THE TANK WALL AS PER DETAIL SUBMITTED BY THE ENGINEER -OF -RECORD AND APPROVED PSLUSD. 5, THE LIQUID DEPTH SHALL BE AT LEAST 42". 6. INSPECTION PORTS (TWO-WAY CLEAN -OUTS) SHALL BE INSTALLED ON EACH END OF THE INTERCEPTOR, WHICH ARE EASILY ACCESSIBLE FOR INSPECTION/SAMPLING. 7, A BAFFLE SHALL BE INSTALLED h (ONE-HALF) TO % (TWO-THIRDS) 'D' FROM THE INLET SIDE. THE FLOW BETWEEN THE TWO COMPARTMENTS SHALL BE THROUGH AN 8" DIAMETER HOLE IN THE BAFFLE; THE HOLE SHALL BE LOCATED 12" FROM THE TANK BOTTOM FOR A GREASE INTERCEPTOR AND 16" TO 20" FOR A SAND/OIL INTERCEPTOR. A BAFFLE IS NOT REQUIRED IF MULTIPLE INTERCEPTORS ARE INSTALLED IN SERIES, HOWEVER, INSPECTION PORTS SHALL BE INSTALLED ON EACH END OF THE INTERCEPTORS. B. THE MINIMUM EFFECTIVE CAPACITY OF THE TANK SHALL BE AS REQUIRED BY THE PSLUSD. WHEN THE REQUIRED EFFECTIVE CAPACITY OF THE INTERCEPTOR IS GREATER THAN 1250 GALLONS, INSTALLATION OF TANKS SHALL BE IN SERIES. WHEN MULTIPLE TANKS ARE USED THERE SHALL BE A MINIMUM 4' SEPARATION BETWEEN TANKS WITH THE REQUIRED INSPECTION PORT INSTALLED IN THE CENTER, 9. THE LID SHALL BE AT LEAST 8" THICK. TRAFFIC LIDS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890-91, LATEST REVISION. 10.INTERCEPTOR SHALL BE PROVIDED WITH A MANHOLE OVER EACH COMPARTMENT FOR ACCESS TO THE INLET AND OUTLET TEES. THE MANHOLES SHALL BE BROUGHT TO GRADE AND FITTED WITH COVERS AS SPECIFIED IN THE DETAIL. 11. A CONCRETE COLLAR SHALL BE PROVIDED AROUND THE COVERS AND SANITARY SEWER CLEANOUT BOX WHEN THE INTERCEPTOR IS LOCATED IN AN UNPAVED AREA. GROUND SHALL BE SLOPED AWAY FROM THE INTERCEPTOR TO PREVENT PONDING OF STORM WATER. 12. ALL JOINTS, INCLUDING MID -SEAMS, RISERS AND LIDS SHALL BE SEALED USING A BONDING COMPOUND THAT MEETS ASTM C-990-96, LATEST REVISION. JOINTS AROUND THE RISER AND THE TANK SHALL BE SEALED AND MADE WATERTIGHT AND USE APPROVED JOINT SEALING SYSTEM. 13. INSTALLATION OF THE INTERCEPTOR AND ITS COMPONENTS SHALL BE PERFORMED BY A LICENSED PLUMBER OR SEPTIC TANK CONTRACTOR REGISTERED WITH THE FLORIDA DEPARTMENT OF HEALTH. 14. INSPECTIONS ARE REQUIRED BY PSLUSD AS PER THE U1ILITY STANDARDS. AN INITIAL INSPECTION IS REQUIRED WITH THE TANK ABOVE GROUND. It MIMMUM CONSTRUCTION STAN00.RD9 FORCITY OF PORT ST. LUCIE DOO S.E. OGDEN LANESCALE: PORT 8T. LUCIE, FL 34983 GREASE, OIL, AND SAND INTERCEPTORPHONE DETAIL: WWA0 DATE: 2015 N.T,S. SNEET:2 OF 2 (772) 873-6400 FAX (772) 873-6433 'a \ 4' a,4 MIN. UNDISTURBED �j SOIL \' BOLLARD DETAIL FILE NAME: D-15 DATE:2D15 SCALE: N.T.S. SHEET: 1 OF 1 FINISH COVER MARKED "PSL SEWER" GRADE AND PAINTED GREEN 4 a .4 \ Z : Q ACCESS BOX AND COVER MARKER BALL (SEE NOTE #3) q z� 2:0 0w W 0 f z z C3 W Zz Ir Lu � J � LL b o� AV. Y J Z � LL '^ w z d J 9e L J \ J— u m Z 0 i= a Z 7 J 2 2 W � :E w ❑ z S a o "a d °z ci W Z r a z J dEQ W 3 Z g W w �w 5 O Z a w} F � a a th ,.: w y0vV' Y10 wNr w W a,LLal % 4T 0: Fr V �w JO W O O CC O coQO Ix 90O W iZ og 0� O 4( LL� W — 1,O W W O Om LLI =Q Sr cc SO an I"O*2Qa oZ f O Y4lJIr D'. Q JD W clam IX W W Qm4Jtll�'I- MINIMUM CONSTRUCTION STANDARDS FOR 4�CITY or PORT ST. LUCIE 900 S.E. O--� DEN PORT ST. LUCIE, LFLN 34983 PHONE (772) 873-6400 FAX (772) 873-6433 MATCH FINISH GRADE CONCRETE COLLAR W/ (1) #4 REBAR SCREW CAP/PLUG 6" RISER 6" 45' PVC ELBOW 45' PVC WYE PVC PVC CAP AT NOTES: TERMINUS 1. AN ACCESS BOX AND COVER SHALL BE USED. 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW. DETAIL: NIYI-0.3 tMINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 PHONE (772) $73-6400 FAX (772) 872.6433 SANITARY SEWER CLEANOUT DATE: 2015 SCALEe N.T.S. SHEET: 1 OF 1 STANDARD SEPARATION REQUIREMENTS DATE:2D15 SCALE: N.T.S. w y L -2 z co P: �m°W c7J�N z=gLu W U W fn LU Woo¢ �z90 �FSaz W� U S g < 0: Z 0- 0 w N W z Eow� o0 o �zZP: < �< �aNa aw � � r i Lua Z maca0 ¢, YN 0Rgo o I- w m N Ui Z Z �wNa�wades Z �OW aae j Z io¢ n ) Namd� d oom�4 Ed>LILI� 1 <oa �0. U) ¢ N e Z aw <m� < m O � DETAIL: 0-01 : SHEET1 OF 1 TIMOTHY W. STACKHOUSE LICENSE NO 81400 ` �.(. • jq G4•/T2X3//1118 0 STATE OF ((/ ENGINEER OF RECORD BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 3/20/18 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRUI DETAILS FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL Ca CANTON, GA 30114 678-462-4072 O i®i l Co n su I! i n g E n g i n ee rsi n o. o o m —I THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. S1 d9 1EXPANSION JOINTS REQUIRED AT ALL STRUCTURES AND CURB RETURNS. 25 FOOT MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS. 2) 3,000 PSI CONCRETE WITH SM007H FINISH. 3) COMPACT SUBGRADE TO'98Z PROCTOR. STANDARD CONCRETE CURB & GUTTER N. T. S. 30" STOP M R1-1-1 SIGN CRITERIA BACKGROUND: RED LETTERING. 'WHITE SYMBOLS: WHITE REFERENCE: MUTCD "STOP" SIGN N. T. S. :27 REFER TO FOOT INDEX 17355 (THIS PAGE) BACKOF NO 1EXPANSION JOINTS REQUIRED AT ALL 57RUCTURES AND CURB RETURNS 25 FOOT MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS 2) 3,000 PSI CONCRETE 3) COMPACT SUBGRADE WITH SMOOTH FINISH. TO 98% PROCTOR. STANDARD CONCRETE CURB & GUTTER N. T. S. kH r- _TRENCH.� k91 pTH MIN , _ . _ PROPOSED U77LITY LINE EXISTING U77LITY LINE G 8" `2500 P.S.I. P.C. CONCRETE 12" MIN. 180 MAX. UTILITY CROSSING N. T.S. FIGURE 7-24 0 16 -6 -17 B_ S E OF FLO A ITE 6"E S E OF FLOIODA r b, WEL ME C R _g5E - OFF L 24.5" 8'E WELCO NTERH B' -1z _�^- 6.1" 110" 32' 11.15" 175.7" ll.15' PTP-11-06 FTP-12-06 ]614" X r- 12-6• X a'- i2' Red' order 7" Radii 'der 12-5 E Legend 6" and Dries E Legend Blu ground 81u ground W egend. and Border W Board and Barden 9' STA OF FL DA 6" WELC NTER 61 IZE 1 ST 9"- g„ 30 T45" 117.1" 7,45' FTP-15A-0 FTP-158 0 I]--0' X 1I 0 X 7" Rod Border B' Rad Border B' 5 E Legend B' a Serles E Legend BI aakground BI ackground .'Legentl and Border a Legend and Border 0 PROPERTY LINE METER BOX AND PROPERTY LINE [METER BOX AND I. SUCCESSIVE TAPS INTO THE WATER [BY AS SPECIFIED / LID AS SPECIFIED MAIN SHALL BE ON 18" BY CITY I BY CITY. CENTERS (MIN). FTP-1906 ;9- 3 SERVICE SERVICE 4 Raml k e 3 2. SERVICE PIPE SHALL BE 1 " MINIMUM Top 4" Ser, 8pttom 2" es C 0 White dund J. IF METERS AND BOXS ARE NOT SET Gree and and Border a AT THE 77ME OF WEI MAIN R CONSTRUCTION, A GREEN LOCATER' p 9 AS MFRD BY AUTOMA77ON PRODUCTS' IS TO BE LOCATED OVER EACH LAST 20 OESCRIPTT SERVICE AS REQUIRED BY THE CITY. REVISION h 07101I'w CURB STOP CURB STOP PROPERTY LINE 4, SHOCOVRT ERG SE REQUIRE RE18/RE 24" p SINGLE l PLANS MIN COVER (ROADWAYS). 1" DIAMETER (MIN) COPPER - METERS BY CITY GOOSENECK 3 LONG (MIN) 2'-0" ROADWAY 2'-0" FINISH GRADE TY LINE OR SWING JOINT OR EQUAL PROPER APPROVED BY CITY. APPROVED METER BOX 3/4" OR 1" CORP. I DUAL CHECK VALVE .STOP OR PLUG VALVE HHCA 34-313 DOUBLE STRAP SERVICE SADDLE CARRIER PIPE FORD METER WATER MAIN YOKE BAR (TYP.) 2" PIPE CASING (MIN) HHC 91-323 UNDER ROADWAY (LONG SERVICE) SECTION WATER METER INSTALLATION -� N.T.S. U-9 li. It r x s ALL HANDICAPPED PARKING AREAS , STRIPING DETAILS, SIGN REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 553.5041 FLORIDA STATUTES AND THE AMERICAN DISABILITIES ACT. 1 ft. 5 ft. 12 ft. NOTES: ALL HANDICAPPED PARKING SPACES SHALL BE APPROPRIATELY OUTLINED WITH BLUE PAINTED LINES, MINIMUM FOUR (4) INCHES WIDE, AND SHALL BE POSTED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. HANDICAPPED ACCESSIBLE SPACES SHALL MEET THE MINIMUM DESIGN, SIGNING AND MARKING STANDARDS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, AND SHALL GENERALLY BE LOCATED AS DEPICTED IN FIGURE 7-24. ALL HANDICAPPED SPACES SHALL HAVE AN ADJACENT ACCESS AISLE SIXTY (60) INCHES WIDE (MINIMUM). TWO (2) HANDICAPPED PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. ALL SPACES SHALL HAVE ACCESSIBLE THERETO A CURB -RAMP OR CURB -CUT, TO ALLOW ACCESS TO THE BUILDING SERVED AND SHALL BE LOCATED SO THAT USERS WOULD NOT BE COMPELLED TO WHEEL BEHIND PARKED VEHICLES. PARALLEL SPACES THAT ARE BEING USED FOR HANDICAPPED PURPOSES, SHALL BE LOCATED AT THE BEGINNING OR END OF A BLOCK. CURBS ADJACENT TO SUCH SPACES SHALL BE OF A HEIGHT WHICH WILL NOT INTERFERE WITH THE OPENING AND CLOSING OF MOTOR VEHICLE DOORS. REVISIONS: Qi REVISED PAVING DETAIL Q REVISED HANDICAP SIGN DETAIL A,1 1 / 14/ 17 REVISED PAVEMENT DETAIL H2 11/27/17 0 r •�•rs••-• r 4 40 r 16'_ _ -_ 6, 13.7" WELCOME 6„ To t Informa 333T ENTE s'E nter 13.3"E B„ _in, NEX HT 19'E 20" 13.1" 12.55" 166.9. 12.55" SEE" 7. Barger ILE _eE -g 72' 1. 56" FTP-IX nmx 9 Rad Border El 5 E Legentl BI aekgr am e. Legentl and Border I - I I.S. 'S All Letters All Lette 1" Seres C ' I6. ] S Series C 2 O 1 uag Spacing l/y�, Be weer Lines Between ones j 2 of Text of Text UR-- - - - - - - I Z, `PARKING BY 1"c KING FTP-20 06 7" P 21-06 zc 1' X T-s' § DISABLED 7^c 1 6 X 2'-6" 2„ Zr Radii 4" Border Ratliff 35" Border I" Serle, C Legend- PERMIT 7"C " /.5 Series [Legend 1.5, Color I m Color 2:a" Background ONLY"6 Background Legend and Border I.5' In Top Bottum ^ t2' �' a" 9S' 1. Blue Wb"e White Black FY 2017-18 F.0 - DESIGN STANDARDS 6"x6" #4 GA WIRE MESH (REQiD IN CONCRETE PAD (SEE NOTE 1) -20" I I 16"� N / / -�rLHH1- N �+00 �� i o I n PRIMARYIr O OI�TMI0 0 ENTRY AREA MY AREA IT- ro 21" - - 17"-12" ' 19"� 11" SO" a6": TOP VIEW ADO MINIMUM STANDARD DUTY ASPHALT (SUPERPAVE ONLY) PAVEMENT LAYER THICKNESS MINIMUM REQUIREMENTS ASPHALT WEARING SURFACE 1.5 INCH MINIMUM REFER TO ST. LUCIE COUNTY AND SITE ONSITE - SUPERPAVE ONLY GEOTECH REPORT PROVIDED BY OWNER FOR MINIMUM STANDARDS LIMEROCK, CEMENTED COQUINA, 6 INCH MINIMUM 98% MODIFIED PROCTOR TEST MAXIMUM OR RECYCLED CONCRETE BASE DRY DENSITY, LIMEROCK BEARING RATIO (LBR) OF AT LEAST 100 (150 FOR RECYCLED CONCRETE). STABILIZED SUBBASE COURSE 12 INCH MINIMUM 98% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY, STABILIZED TO A LIMEROCK 1 BEARING RATIO (LBR) OF AT LEAST ST 40. 40. A MINIMUM HEAVY DUTY ASPHALT (SUPERPAVE ONLY) PAVEMENT LAYER THICKNESS MINIMUM REQUIREMENTS ASPHALT WEARING SURFACE 2 INCH MINIMUM REFER TO ST. LUCIE COUNTY AND SITE ON -SITE - SUPERPAVE ONLY GEOTECH REPORT PROVIDED BY OWNER FOR MINIMUM STANDARDS LIMEROCK, CEMENTED COQUINA, 8 INCH MINIMUM 98% MODIFIED PROCTOR TEST MAXIMUM OR RECYCLED CONCRETE BASE DRY DENSITY, LIMEROCK BEARING RATIO (LBR) OF AT LEAST 100 (150 FOR RECYCLED CONCRETE). STABILIZED SUBBASE COURSE 12 INCH MINIMUM 98% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY, STABILIZED TO A LIMEROCK 1 BEARING RATIO (LBR) OF AT LEAST ST 40. 40. FRONT VIEW .6". CONCRETE PAVEMENT MOA j �� . � .��✓-.A a� ��i�� FTP-14-06 I6-61 X T- 1]" R.di order 13.3 a " Series E Legend at ground Al egend and Border FLORIDA'S - RNPIK _SIR 20" M1 e„ 115" O" 3' FTP-16-10 2-6" X 3' 1.5' R /J Bnrder 5" S B Legend Gr Background e Legend, Border, and Florida Symbol 5" '� 13' ` FINE 1"L _2.5' $250 MAX H---,rl 1 5" 315 3.25" , s 6" � 1- -1.5" 3.1„_ KING BY 1 5 C 1„ b Ep - /„ 22-06 FTP-Br 1" 0 -]SC 6" 1.5" P Radii V Border V Series C Legend - Supplemental Panel 3,85" 10,3' q.8 White Baak dLmd for the FTP-20-06 and FTP-21-06 signs Black Legend and Border INDEX SHEET SPECIAL SIGN DETAILS NO. NO. 17355 2 of 11 9GA GRID CONDUITS WITH INSULATED STEEL MESH SET BUSHINGS OR BELL END 4" DEEP (SEE NOTE i) 1' MAX ABOVE GRADE l -F 48" L1K:&vA �L1 MINIMUM STANDARD DUTY (UNREINFORCED) CONCRETE MINIMUM PAVEMENT THICKNESS I MAXIMUM CONTROL JOINT SPACING MINIMUM SAW CUT DEPTH 6 INCHES 1.5 INCH MINIMUM 1-1/4 INCHES a as .7" CONCRETE PAVEMENT A MINIMUM HEAVY DUTY (UNREINFORCED) CONCRETE MINIMUM PAVEMENT TH10 NESS MAXIMUM CONTROL JOINT 7 INCHES 14 FEET x 14 FEET STANDARD PARKING STALL DETAIL I t 26' PARKING STRIPE DETAIL TWO WAY TRAFFIC (TYPICAL SEE SITE PLAN FOR LAYOUT) PARKING STRIPE DETAIL ONE WAY TRAFFIC (TYPICAL SEE SITE PLAN FOR LAYOUT) TRANSFORMER PAD THREE PHASE, 1,000 KVA & BELOW (IF GROUND MOUNTED ONLY) 1. PAD TO BE POURED IN PLACE WITH CONCRETE TESTING NO LESS THAN 3000 P.S.I. (6 BAG MIX). GROUND UNDER PAD SHALL BE LEVEL, AT FINAL GRADE AND FIRM TO AVOID SETTLING. NO FROZEN BACKFILL TO BE USED AND MINIMUM COMPACTION OF SOIL TO BE 90%. IF SPECIFYING CONCRETE MEETING F.H.W.A. WITH LONG -STRAND FIBERGLASS, USE OF WIRE MESH AND REBAR IS OPTIONAL. 2. MINIMUM CLEARANCE AROUND PAD: BACK=36' SIDES=36' FRONT=120' (FOR HOT STICK MAINTENANCE) PAD LOCATIONS MUST ALSO MEET NATIONAL ELECTRICAL SAFETY CODE, SECTION 15, ARTICLE 152-A-2.REFER TO GUIDELINES FOR OUTDOOR LOCATION OF OIL INSULATED EQUIPMENT NEAR BUILDINGS IN SECTION D. 3. TRANSFORMERS LOCATED IN AREAS EXPOSED TO VEHICULAR TRAFFIC SHALL BE FINAL GRADE PROTECTED WITH SUITABLE PIPE OR "I" BEAMS ON ALL EXPOSED SIDES SUPPLIED & INSTALLED BY THE CUSTOMER AS PER DRAWING C-12. 4. CUSTOMER TO FURNISH ALL CONDUIT AND CONDUCTOR BEYOND THE POINT OF DELIVERY. 4-8" CIA FOOTINGS REFERENCE ONLY �48" OR DEEPER TO CONTRACTOR TO COORDINATE WITH POWER COMPANY FIRM SOIL BUILDING PROTOTYPE: ROC60-2020 A REVISIONS: 11/27/17 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE , 1 LICENSE NO 81400 y N I IST ,C I, q � FLORIDA CERTIFICATE OF AUTHORIZATION \ F •, 0 �,� 31971 122 CEDAR WOODS TRAIL ncCANTON, GA 30114 * *= BE ., 4/23/19 :' 678-462-4072 �Q�•, STATE OR k/� CivilConiulkingEngineeerine.eom 1-3/4 INCHES �i,��S'••cLOR10R,r'G�� ENGINEER OF RECORD DETAILS -THIS DOCUMENT. TOGETHER NTH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR Inc o LW16 runrvx ,Blvv wcla rw. ,.Wien „ r...rre-w. .. - • ,-•...-.._- -.. ••••- ------ -- -- ......-- -- ....... -- •-•- - - - •- -- --- ---- � cu LIMITS OF BUILDING I OR EDGE OF LANDSCAPE AREA 1 WALK, 2% MAXIMUM WALK•...LAJ 2% MAXIMUM '' CROSS SLOPE 7'' " CROSS SLOPE —5% MAXIMUM SLOPE- 5 5' REFER ALSO TO SIDEWALK DETAILS 7O 7A OS (MIN.) (MIN.) —2% MAX. SLOPE — 1 SIDEWALK SLOPE SIDEWALK SLOPE © ENTRANCE OR EDGE OF LANDSCAPE AREA-\ LIMITS OF BUILDING OR EDGE OF LANDSCAPE AREA WALK ... WALK 48" MIN. 'K SEE'NT�1E 2 (NOTE''2) 4' S:ECOW; EDGE OF WALK I SEE NOTE 1 10" (MIN.) (MIN.) BELOW EDGE OF WALK / 5, SEE NOTE 1 T "SWING AWAY BAR" (•••IIIM-IN.) (MIN.) BELOW ACCESSIBLE PARKING RAMP - DETAIL O9 Top View REFER ALSO TO ACCESSIBLE PARKING STALLS - DETAIL 11 ALTERNATE RAMP - DETAIL 10 PREFERRED RAMP ALTERNATE RAMP 1 �7'-0" REFLECTIVE SILVER BACKGROUND WITH BLACK VINYL LETTERING + + _ 4' { 10' 101, T=ENTRANCE CLEARANCE �.: —K" 7 4"X4" ALUMINUM a SQUARE TUBE — FACE 2'-0' TRASH ENCLOSURE REFER TO DETAILS m x z CORRUGATED _mom PANELS WITH BLACK LIMITS OF BUILDING OR DRIVE-THRU Dp NOT ENTER RED REFLECTIVE VINYL w >= N POLYURETHANE SATIN of U Z FINISH ° 1 EDGE OF LANDSCAPE AREA 2% MAXIMUM �z w CROSS SLOPE • WALK �Z�o E— 5% AXIMU SLOJE I 1'-0'' o cJ� w D_ 'DRIVE-THRU I S E NO 1 5 XS MI .FLU H BEOW ( IN KING OT FINISH GRADE C-IowR2'-0" /n D_ w FINISH GRADE —6" o + SIRFACE �` -� CURB �D/TSLANEGRADE o>°� / Elevation Side Elevation Front Elevation o Side Elevation R4' -O" ACCESSIBLE PARKING RAMP - DETAIL (SIMILAR) =ONLY�� REFER ALSO TO ACCESSIBLE PARKING STALLS - DETAIL 11 NOTE: SIGN STRUCTURAL FOUNDATION AS REQ'D. Additional Sign Faces NOTE: SIGN STRUCTURAL .FOUNDATION AS REQUIRED 1 -O k3'-9" �4' 9" BY SITE CONDITIONS. DESIGN IS THE BY SITE CONDITIONS. DESIGN IS THE RESPONSIBILITY OF THE SUBCONTRACTOR. ALTERNATE RAMP 2 RESPONSIBILITY OF THE SUBCONTRACTOR. NOTES: SIGN 2020 IMAGE S DRIVE-THRU CLEARANCE SIGN 2020 STANDARD IMAGES PAINTED TRAFFIC ARROWS �� 1. A MINIMUM OF 5.0' OF SIDEWALK MUST BE PROVIDED AROUND THE RAMP LIMITS (ALL DIRECTIONS). - FEBRUARY`2, 2015 CAR•ECT1'-0" SCALE:1/4"=1'-0" JANUARY 7, 2010 SCALE: 3/8"=1•-0" JULY 15, 1999 15 2. 36" IS MINIMUM A.D.A. REQUIREMENT, BURGER KING RECOMMENDS 60" MIN. 3. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DESIGN. BURGER KING CORPORATION 1 BURGER KING CORPORATION 1 BURGER KING CORPORATION BURGER KING CORPORATION DETAIL SCALE 1"=20' OF DATE 7/15/86 SIDEWALKS & INTERNAL RAMPS IX SCALE 1/2°=1'-011 OF DATE 2/3/10 DIRECTIONAL SIGN 2020 IMAGE 1 SCALE 1/4"=1'-0" OF DATE 1/7/10 DRIVE-THRU CLEARANCE SIGN 2020 STANDARD IMAGE SCALE 3/8"=V-0" OF DATE 7/15/86 PAINTED TRAFFIC ARROWS 1 REVISED 2/2/15 REVISED "SWING AWAY BAR" REVISED 7/15/99 REVISED 10/26/10 �20.712•(VARIES).0 �16.712.(' - 30.0'� VARIES) 0 0 N N , i 4— • O O r U) r` N O ^ N O � L-16.7'12.0' i I + —16.7=+-12.0' - 30.0 - 30.0'� (VARIES) (VARIES) BUILDING PROTOTYPE: ROC60-2020 DOUBLE WIDTH CONFIGURATIONS REVISIONS: 6" STEEL PIPE 3'-0" 7� MIN. TO PROPERTY LINE FINISH GRADE PROJECT NUMBER: 27080-001-01 4 FILLED WITH CONIC. PAINTED TO MATCH BUILDING o COLOR EP-4G 3 1'_g" 6" 3-#4's CONTINUOUS PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN l I L11.3'2.0' T1 - 30.0`+ (VARIES) PARKING UOT SUR ACE tt 014 AS SPECIFIED PROJECT ADDRESS: 6598 U.S. HIGHWAY I SINGLE WIDTH CONFIGURATION— PAVEMENT SURFACE �1 NOTES: o� ° o o� ° o o°° ° o o, ° \ \\ BASE AS SPECIFIED ,°p °0 °b ° °Qo °� °Oo �, =Op \/\ \/ ° oo o . oo ° PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 Ta, I 1 °�>°tee oQ°�°moo 1. REFER TO DETAIL 13 - — "'1 I T Tli�li' - STASIPECIDI SDUBGRADE \\� \%\\\\\\ \\/�/\/\\\� CLIENT: VERDAD REAL ESTATE 2. TRASH ENCLOSURE MUST CONFORM TO ALL BUILDING SETBACKS. (CHECK, WITH LOCAL CODES.) " Ll ill —_ CONCRETE FOOTING 3. FLOOR DRAIN MAY BE REQUIRED (CHECK WITH LOCAL CODES.) 2-#4's THRU WHEELSTOP & PAVEMENT (MIN 18" LONG) CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. PJ1 II� II' COMPACTED FILL 4. SLAB TO SLOPE 0.1' FROM BACK TO FRONT FOR DRAINAGE. IF FLOOR 2 CLIENT ADDRESS: SOUTHLAKE, TX 76092 DRAIN IS REQUIRED, SLOPE TO GRATE MIN. 0.1' BELOW PERIMETER OF SLAB. ROUND OR 5. LOCATE PERSONNEL ACCESS (WHEN USED) SO THAT IT IS MOST ACCESSIBLE FROM REAR DOOR of BUILDING. SQUARE TYPICAL GUARD POST WHEELSTOP (PRECAST CONCRETE) /� DATE: 8/16/17 DWG: PRJI 6. REVERSES OF THE ABOVE CONFIGURATIONS ARE ALSO ACCEPTABLE. SCALE: 3/8"=1'-O" JULY 5, 2016 6 SCALE: 1 "=1'-0" JUNE 12, 2008 / + + + + TIMOTHY W. STACKHOUSE LICENSE NO 81400 BURGER KING CORPORATION DEVAIL BURGER KING CORPORATION BURGER KING CORPORATION 1 �` STq�C'�� FLORIDA CERTIFICATE OF AUTHORIZATION # ��•'tOENS '�� 31971 SCALE 1"=20' OF SCALE 3/8"=1'-0" TYPICAL POST OF SCALE 1"=1'-0" WHEELSTOP (PRECAST CONCRETE) OF DATE 7/15/86 DATE 7/15/86 DATE 7/,5/es TRASH ENCLOSURE X 1 1 �� . p •• F •,D REVISED s/is/Ds REVISED 7/5/16 REVISED 6/12/06 I22 CEDAR WOODS TRAIL _GA 30114 CANTON, CCel � �'. 4/23/18 w� 678-462-407 Qom•, STATE OF ,!p : CivilConiulliingEngineeraino.00ln ` F DETAILS C 12 ENGINEER OF RECORD THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTNG ENGINEEN5, INC. Z Raised Or Depressed elf Chain & J6 cold Shuts, Brick Adjustment or 2 Dla 0-Place Cover) Brick Adjustment or orade Ring Permitted p Raised Or Chain Connection To Grate I Identification Lefler Type I See Tabl¢ for Leri9ths. When Grade Ring Permitted 3 Dia (2-Piece Coven . P-Max. IY) Adjustable Shall Include Depressed Logo I$" Cho Two Grates Together (Mtn, 0 - Max. IY) - _ ADJUSTABLE" On Cover 4" Min. Embed nenF L.- 9 9 Z DR. Coei For Adhesive Bonded Grates) Provide Maturate LOOP For Concrete Or Top of Segment / 8' Brick 3' Dia. (2-Piece CoveF)- f Anchor Option Baby Handling. SA(Min See Mote 3Pick-Up Hole � Cold Shut 3-6' Or h'NTongue & Groove H_FDOT In0'Oralt i� IVz OpHonalThickness Of gDia. RiserJmnt TO Match ser H 2 M (mindB x I' Dia. J-Type Or Threaded Structure Wall STOR-- Riser Minim m Value For H Jam Nut. Nut Antl A heart/ Eyebolt Rn hot I st le 3-6" Or h J� L u SEWER Adhesive Bonded Anchor Installed SECTION 4 Dfa, Fill Keyway With Grout � � N (min.) s h s OAH H (min.) Box Or Riser Diameter Or Clips o'Fra led Washer 0n Straight Bolt Cold Shut (When P{esenq / on 3-a' Frame per scecifjtazlon cocoon gib using Note: See sad Designs Index No. 209. BRICK OR CONCRETE PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE L - Segments may be Inverted. Opening for pipe shoo fie trio T-9^ 3'-s' & °'-°" S 1'-6" IS b 6'-0" pipe 00 plus 6" (x Y tolerance). if h can nod be attained, Type ve Mbabane) Or Protester OCR TYPE 7 TYPE 8 - When then (RegdJ then a [op or bottom slab must be attached to the segment Approved Connection MANHOLE TOPS T- l 6^ s h, < 0.75H (min.) h z O:da as shown below. Half TO Two -Thirds Wall Thickness r his 9.75H (mind h L H (min.) Nonskid cola Dowel erupt Grout Grout SEPARATE RISER SEGMENTS WiTH CONSTRUCTION JOINTS OTHER THAN DOWEL OPTION /0 NOTE: When Alternate -0 grate is specified, the chain, halt, nuts, washer and Cold shuts NOTES (TAPS) Surface shall be galvanized in accordance with Section A15 of the Standard Specifications. Cast 1. Manhole top Type J stabs shall be of Class 11 concrete. Concrete as Join, / TOP VIEW TOP VIEW TOP VIEW Riser or inlet opening h y\ Cpsl of eyebolt and chain la be included In ld0 <onhact unit price for inlets. Note NO in ASTM C4J8 may be used for precast units; see General h TOP VIEW Note No. 3. For Bottom Location -y TOP SLABS TO WALLS (rotation varies) .L EYEBOLT AND CHAIN REQUIREMENTS For Bottom slab 1 sump Depth varies 2" Raised or Depressed (4' SId.1 continuous Reinforcement _ - 2-0" Or 3'- ldentiiicafian Letter Index Inlet Eye- Length 2. Manhole !op Type J clads may de of CaSI-In-plate or precast WiFhoul Sump Or 09wels Dowel Construction Joint S Inside Inside Ou Face Or MpnolitM1ically Cast Only b' 3/4 " L Number Type Bolts 0i Chain Handling & Remarks Construction The Optional key is for precast tops and In lieu W Weep Hole Face Face face I h. - \ a 1/2 ^ 2'-0" Or 3-a' ,3/4 FD T ZIJ (MB) 3 2 2 4' Slide _ Slide & 5 In do ea Frame and slab openings are to omitted when cep Is used Did. Varies (IZ"S1d1 .: 5/8 " 2-a Or 3-0" o \ ` ^ Side & Spin over a Jun[hon box ^Lr ..1T - H _ I (MBI i ] a s 1 \ 1/Z" c -- \ ro @ 0" Slide & Spin 3. Manhole top Type 8 may be Of cast m Race or precast Concrete mr O (MB) 4 2 2 @ W-0" slide & Spin constructed or brick construction. For concrete construction the Grout Great Grout Cold Cast Joint Goal 5 2 2 @ w-0" Slide & Spin concrete and steel reinforcement shall be the same as the supporting h' Top or Bottom 5.Gimm,: h a Y h a" W Galvanized Hardware Cloth d\ war unit An eaentrrc cone may be used. WALL JOINTS h a zero and h, z F (H (min.) Tabulated Above Do Not Apply) no a 2" and h a 6" L 21a few) 1 3-a" slide or slide & said No. 4 Coarse Aggregate 2 x 2 x 2 Filter Fabric SEGMENTS FOR SLAB TO WALL DOWEL CONSTRUCTION JOINTS OR MONOLITHICALLY CAST SEGMENTS r re an T 219 (eW, Rc0) 1 W-0" Slide & Spin 4. Manhole laps shall be secured to structures by optional construction Dowel IIO 5 T q'-0" Slide & Spin joints as shown an Sheet 3. NOTF Sump bottom appropriate for all manhole and IFlbt types Sumps are to be Slab NOTE: h may be less than 6" when approved by the Engineer, but noF for Inlet segments at finish gradeelevation. constructed in inlet and. member. connected to French Drains unless excmded in Thickness 230 v 1 3-9' Slide & spin e's Grout SECTION WALL SECTION SECTION WALL SECTION SECTION Y Raised Or Depressed S. Frames can be adjusted a maximum IZ' neigh! with brick or precast the plans. At other locations, sump is t0 to constructed only where called for in L }� ! z3o a 1 3-a' side y .COMPARATIVE SIDE VIEWS identification Number ASTM C478 grade rings. the plans. Weep holes to be Constructed in sump bottom only where called for In _ For Manholes For Curb Inlets Types ], 2, 3, & 4 Fpr CUYB Inlets Types ) & B Covers With And Without Rlbe 231 B I 5'-0" Slide & Sale the plans Cost of sump bell= and weep hole to be Included In the contract unit Shall Bear The same Product Ribs C t z'-6" Slide & S In 6. Substitution of manhole top Tvpe 8 rot manhole top Type I is allowed price for inlet or manhole. cold cast -�- MINIMUM DIMENSIONS FOR BOX AND RISER SEGMENTS TYPE ! TYPE I! TYPE III lCentumarido Number RibsonaO p Joint BOTTOM VIEW D 1 2-6' Slide & Spin provided that minimum dimensions shown above are not reduced. SUMP BOTTOM BOTTOM SLABS TO WALLS 232 E 2 2 @ 2-6" slide & Spin 1, One or more types of Joints may be USed in a single structure; except brl<k wall Varies 7, minimSubstitutionthickness of Manhole lop Type J for Type H is allowed If the structure. Brack wall constrU[tien Is permitted in le strut unite Only 'n H 2 Z @ 2'-6" Flip Ctr. Grate and slide & Spin Single Free Grate minimum top Typs fh) above pipe opening cannot be maintained With 2-0" Cover, Nonskid Surface manhole Co T B WEIGHT Of CASTINGS \'1'^ 1 Or 2 @ T-6• Ctr GratNs) Chained To one End Grate P Type Vj' Per ft. Grout (3a Sand -Cement ,. d?; 2. All grouted Joints are to have a maximum thickness of IM1 (Ib) b o F ] 3 6" FlipOr Slide & Spin Mixture Or Any Class Sg )'_I1 3/4 ^" ^ m� DESIGN NOTES Option 13 Lap m0S,ce, At Quarter Pont Option 2) Lap Splice' Standard 9a oto 2 OPENING 3' OPENING in 233 G 1 6 0" Slide Convetel 3 Keyways are to be a minlmom of ]yr" deep, (3r Be, D ameters Or Vertical Wine Hicks At Corners (8" For e4's, m T_J Frame 1. Manhole top Type 8 should be specified In the plans when depMs shown 5pace, Plus 1 For WWR) 10" For #5s IZ for Wes) 2-Piece Cover 2'-0" Lifting Loop 4, Joint dowels are to be #4 bars, 11 long With a minimum of 6 bars per joint ur_ 7YPe Frame Cover Std.l Frame above can be melntained a 9 P j( 334 J 1 4'-0" Slide & 5 ectex mateiy a only sp tl f0 rrCUldt SfN[tures or al a mum 12 spacing for r " jnSILIP DUt51de TOLdI b: Pln �l2'(Min JI reclang I S! ctures, B ay be either Adhesive Bontl d D well in accordance1. 155 190 220 190 220 410 wtnSp Tlcatn Sectio 416 or placed approximately 6 t I esh concrete leaving EYEBOLT AND CHAIN FOR LOCKING GRATES TO INLETS the remainder to extend r the secondary cast Welded wire reinforcement may be IW Mio. (Typ) T/ 145 190 253 190 220 410 3' Bituminous Coating On Face Of FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL substituted for the dowel bar m accordance with the a alent steel area table on Top SlabRibs (Optional) Concrete And Around Pi a Sheet 4.qmv L/4 pcl pe Ile 180 ]90 220 41O 1'-e 3/4 " Bevel Cud U Masonry Seal far p ALL PIPE TYPES 5. Minimum cover on dowel rein(pecin darn is Y to outside face of structureBotlwR Slabpper 8n b To Ma[[h Forming For Apron Fate Prior To Plecinq Base Material SMUCture Wall L mmudes Type 1 Adjustable Fo07 Precast openinDRAINAGE STRUCTURE INVERT gMin f-9 3/4 " Copping is Plugging Of Upper Stub Not Required Permit Remove Riprap, Cement PVC Cap Filter Fabric Wrap 2- Section STURM Base Material At Stud Opening Shall Be Removed To Permit On Lower Stub Antl Place Compacted fi. Joints between wall segments and between wall segments and top or bottom slabs may NOTES (FRAMES, AND COVER) P-11 112 " be sealed either by prefornretl plastic gasket material using the procedures given in SEWER Covering Of Opening With Structural Course Material) Fill In Entrance, Structure Well 5 Wall Relnlorc/ng GoC[ton 430 Of the pectficatlons or by man -Shrink grout, in accordance with Section (NOTE: NOT APPLICABLE AROUND MANHOLE AND RISER OPENINGS) 0 Ma 1-The standard cover i5 to be used for all frames Types L 11, lit and the SECTION SeejPlacedi II ° 934 of the Specifications. _-O.OB, Max (ft/H) 2-piece cover, and is the replacement Cover for. all previous frames with Standard Riprap Entrance F ,'p Mortar Pal Specification Se , P type) type), Laver COVER FOR ALL FRAMES top Of 5ubgrade pe7. insert products approved by the Engineer may be used in lieu of dowel embedment. IV," deep seats (traffic ! eJ the 185 Ib. cove (o lralfi[ t e), ]984 Pi lap Be% �� ".c'' REBAR STRAIGHT END EMBEDMENT Roadway and Traffic Design Standards Index No 201is the Brick Masonry or Any Class L ew LL�� In Apprpm1- replacement cover for existing frames with N" de p eat¢. Installation Of o gRequired For Gaps Greater Tn zN OPTIONAL CONSTRUCTION JOINTS FOR TOP AND BOTTOM SLABS Of fame with iIS deep Seats, is not permitted penlnI IPick-UP Holes 2'-]1 3/4 "2, U the 2-a Cover, unless the 2 piece cover Is called for In the plans, v 2,_a, § H 4 Optione t at inlets and manholes with sum bottoms use the 2- lece cover A .emsSail i n p cted To Densrt 2 p p p 4" PVC Flpe, d5° Lateral And Stubs y $. Corner Spliced Be, (30 Bar Diameters, Buf No! Less m when the sump depth exceeds 2, unless Otherwise noted. ,y S Req ' tl I Sperrf cation a: I Pipe Wall Than TWo Vertical Wires a[in s Plus 2 Far are For DESIGNER NOTE: 116 Grout Seal or Integral Cast h Section 125 Descr bed U„ v„ -T For Use With Types 1, If And As eed0ing Zone. �l 1== I Consider using the 2-piece cover where depths exceed 5 and manual entry IIIFrameS Wl[h 3'-0" opening a Note: Cast 9f pipe, fittings and sandbagging to be included in the contract WALL REINFORCING SPLICE DETAILS Floor view may be. required for cleaning. Clearly note the recall event for a z-piece R unit price for inlets. FILTER FABRIC WRAP ON GROUTED INSET A TYPE !ADJUSTABLE cover, on the Drainage Structure sheets in the plans. 2-PIECE COVER 2-PIECE COVER TEMPORARY DRAINS FOR $UBGRADEAND BASE PIPE TO STRUCTURE JOINT LAST 1�� DESCRIPTION; INDEX SHEET LAST o DESCRIPTION: INDEX SHEET LAST DESCRIPTION: FY 2017-18 FY 2017-18 FY 2017-18 INDEX SHEET REVISION = FD SUPPLEMENTARY DETAILS FOR MANHOLES &IINLETS NO. NO. REVISION ti FED SUPPLE MEN'll'ARY DETAIILS FOR MANII-IIOII.ES &IINLETS NO. NO. REVISION �••DO,• o No, 01101112 �-- DESIGN STANDARDS 20] 1 of 5 07/G7g2 -. 2 DESIGN STANDARDS T SUPPLEMENTARY DETAILS FOR MANHOLES & INLETS 20] 2 of 5 07102115 -do, DESIGN STANDARDS 207 3 of 5 NOTES FOR PRECAST OPTIONS AND EXAMPLE TABLE OF EQUIVALENT STEEL AREA EQUIVALENT REINFORCEMENT SUBSTITUTION 4'-DP Precast GRADE 60. EQUIVALENT GRADE 40 EQUIVALENT 65 KSI SMOOTH EQUIVALENT 70 KSI DEFORMED ].Details for optional precast Inlet construction up to depths of 15' are shown On the inlet Indexes. rL Skewed PipeC-I-P REINFORCING BAR REINFORCING BAR WELDED WIRE REINFORCEMENT WELDED WIRE REINFORCEMENT ` 3'-0" Precast v 5-I" Precast la to 2. When precast units ale used In conjunction with Aft. Tr Structure Bottoms, Index No 200. the n SCHEDULE Steel Mtn. Steel Min. Steel Min. Steel Interior dimensions of an Alt "s" Bottom can be adjusted to reflect these Inlet interior o ry S Pipe & Structure p V Bar Size & Spacing Area Bar Size & Spacing Area Style Designation Area Style Designation Area dimensions. yr 'n rL "S Op@nln9 CL Pipe - foo nnr/ft) mr/fn (lnrlft) ; " iI/ to e m 3. Concrete which meets the requirements of ASTM C478 I, Class IV must be used For precast C-/-P #3 @ 6'6" Ctrs. #3 @ 4Vi' Cos. 3'x3"-W4.6xW4,6 3x3'-D4.3x04.3 u "r \`'�\ 8" 4'-1" 8 C-1-P In m structures constructed with 6" wall or slab thickness. -- - -- 9^ ` ^ _ ` ; 6 Q Skewed Pipe Site a m 6' 2t0' 6" Precast y b 6" ^ ^ 4' -I" 6" Precast O 6' 3'-0"- 6" Precast A 0.20 #4 @ B" C[rs. Oda 4 x4"-W62xW6.2 0.1846 d 4'-DS.1x052 0.]>14 ` u \ In #4 @ 12 Llrs. #5 @ Id' Ctrs. b.Nb'-W9.2xW9.I bx6'-OB.6xD8.6 4. Reinforcement can be either deformed bar reinfo amen or welded Wire I'einforcement. Bar reinforcement other than60 Set may be see. however only two grades are recognized;. Grade 40 rC- _ u J -- - - - - '- 1� #3 @ 3'6" Ctrs. 3"xF-W5.5xWS5 3x3"-D5.7xD5.1 and Grade 60. Smooth welded ire reinforcement, will be recognized as having a design Strength u _� `� h to to T ? #3@5$"CvS. 9 ^ - - .. __ ____ _ _ ee 2V" _- -- TV" in in 1, ev B 0,24 #4 @ 6'6" Ctrs. 0.36 q'xq"-W7A,W7.4 0,2215 4 x4'-D6.gaD&9 0,2057 of 65 Si and deformed welded wire reinforcement will be recognized as having a design Strength �- to e 4 2>" Y4" / #4 @ tor' Cbs. #5 @ 10' Ctrs. 6 x6"-WI1.IxWll.1 6 xb" DIO.3xO10.3 of 70 So The area of re rroroament required may be adjusted in accordance with the Top Corner Bar 2W 21g' Equivalent Steel Area Table provided.For bars and spacings not given, the steel area required (See Note 3 Below) f #3 @ 3" Ctrs, 3"x3'-W6.2xW6.2 3x3 DS>xD7E can be determined by the following equations: #3 @ 5" Cfrs.. Skew � kid Special i 016> #4 @ 6" Ctrs. 0.40 4 x4"-W8,2xW8.2 0.246s 4 x4" OJ 6xOJ.6 0.2189 Provide 4 ExDa #d Bars #d @ 9" Ctrs. #5 @ T Ctrs. 6"x6'-WI23,412.3 bx6 D11.4xD] 1.4 Grade 40 Steel Area = A,40 = 60 x A560 (Continuous Around Corner a m m 1 Center Of Box a Center Of Bay Fb Evenly Spared) Tie To The L y Center Of Box #3 @ 3Vz" Ctrs. #4 @ 4" Ctrs. 3-x3'-W8.5NW8S 3S3" D7gxD7.9 Sta/Offset Location : Ste/Offset Location C #4 @ 6W Ctrs. 037 #5 @ 6h" Ctrs. 0555 4"x4"-WI1.4xW 11.4 0,3415 4"x4"-D106xD106 0.3171 Smooth Welded Wise Reinforcement Steel Area = AS65 = 660 x AS60 Outside Of Vertical Wall Reinf 4 Wall u o u Sta./Offset Location #5 @ IT CIrS. #6 @ Sky' Ctrs, &arF-W17.JkWJ71 FIF-D15 FID159 PLAN Deformed Welded wire Reinforcement Steel Area - A ,0 - 60 x 60 I put. PLAN PLAN #4 @ 416" Ctrs. #4 @ 3' Ctrs. 3x3"-W12.2xW12O 3 Y" D11, ArOl1A s TO Dowel Construction Joint Or Min, 'Min. D #s@J"Ctrs. 0.53 #5@4V,"Ctrs , 0795 4x4"-W1d3xWi6.3 0,4892 4xa-DiSIxD151 0,4543 - _ - ---- - - When a reduced area of reinforcement is provided, any a m m bar spacing shown must Monolithically Well & Slabs TTT 5'-5" C-1-P #4 @ SIC #5@ 3$ Ctrs 3 x3' W243xWI4.5 6'xb" 022.>x022J also be reduced as determined by the following equations unless otherwise shown: JL6" Structure Bottom l g-4° C-I-P 5'-1" Precast 4-4" C-1-0 #6 ]0" Cds. #6 6 Ctrs. fi xb' 11 @ ce 6" -D15,6x0156 Min, -W 16.8xW16.8 3"x3 #6 T' Ctrs. #I Ctrs x 2,5x-020.9,,D20.9 0.6257 Max, Grade 40 Bar Spacing = Grade 60 Bar Spacing MIO� 3-0 Precast Precast 5$" C-1-P 5 �" C-I-P a-O" Precast Ctrs. 0.>3 #6 @ 4$" Ctrs 1.09s 4 x4'-WILSxWZZ5 0.6738 4 x4 h, t I'-0" (See Notes 2 and 3 Below) 3 a" Precast 5 <" C-1-P E #5 @ 5" Spacing - Grade 60 Bars Spacing x 086 Sr/" C-1-P 39y Precast I" 54'j' C-1-P s a" C-I-P Max. Deformed welded Wires adn - @ @ 6$" C 6 6 W3 W33.] 6 6"-D31.3x031.3 Max. Aefarmetl Welded Wire Spacing - Grade 60 BarSpacingx OJ4 q'' 3 a" Precast 3-Cy n 34"' Precast �-----y F N 3VJ' Precast �{ 3 a" Precast #5 @ 36" Ctrs. #6 @ 3" Cfrs. 3x3"-tV24.5xW24s 3 3"-D22.JxD22.7 � r -� � Po When se byth eS area of reinforcing a provided, than the maximum der spacing may be DESIGNER NOTEr eUsengineer only when round structures are not practical, T F #6 @ 5' Ctrs. 1.06 #) @ 4�" Ctrs. L59 4 xY'-W32.6xW326 0.9785 9 x9"-D?O.3x030,3 0.9086 increased b the Squared ratio Of increased steel area, but n0! 1p exceed IY: rk Pipe 6 Openlnp w t Grate tr r Eyebolts Y 9u engineer of record approval required 1 �- #1 @ 7" Cfrs, #8 @ 6" Ctrs. 6 x6"-W4B,9xW48.9 6 x6-045.ax045A _ Grate 'n Steel Area Provided z in tr -- 3' Eyebolt Grate }- See Index 201 Max. Bela spacing Provided s Max. ear Spacing Required x ) PLAN VIEW FOR SKEWS < 45° PLAN VIEW FOR SKEWS > 45° CL 5 #5 @ 3'. errs. 3x3'-W2B.bxw28,6 3'x3-DZBbxD26.6 Min. Steel Area Required PICTORIAL VIEW - W. x' Ikl 3' Ci, Eyebolt Horiz, Wall Rein'. See /ntlex 201 ^ I Hoyle. Wall Reinf. #J @ P' Ctrs. In no case s will reinforcement With wires smaller than W KY or D4.o or spacings greater than (Not Centered) (Not Centered) c ill u L )see Tame 3) See Index 201 o S (See Table 2) g i. 3' Cl. SPeGaI 2 #6 @ 4" Cfrs; L2q L86 4 x4"-W38.2xW38.2 1.1446 4 x4'-O3S4xD35,4 L062g° #4 Bars - F 1 #4 ears '1 #B.@ 5" Ctrs. B" be permitted. Bar reinforcement shall show the minimum old designation grace mark or J A - #J @5#" Ctrs. 6"x6"-WSJ.2xW5J2 6 z6'-053.]xO53.1 p yield gn gr NOTE 1. Submit Shop. Drawings Of corner openlOgs for DV the Engbfeer pf Record. - 1 ^ either the number 60 or one (1) grade mark line to be acceptable at the higher value. n " @ ]2" Ctrs g' @ 12" Ctrs it C �' 44 Bars @ 12" Ctrs. #6 @ 3'h" Ctrs. #J @ 3' Cfrs. 3'x3"-W33.IxW33.7 3x3-031.3x031.3 Maximum bar spating shall not be greater than two (I) times Me slab thickness with a 3 N G 7.46 2 19 1.34)J I.2574 2. h, may be less than I'-0" when a minimum 1'-0" deep segment, B' slab Or curb Inlet r �- N'l a' 3 47 @ 5 Cbs. #a [ 4" Cfrs. 4"x4"-W44.9xW44.9 4 x9-D41.1x041.J maximum spacing of 12' or three or tomes the wall thickness, with a maximum spacing IT of I8 for vertical bars and 12" for horizontal bars. Wires smaller than W3] or D4.0 are is provided above the [oroer Opening, Riser Or Inlet Top '� to )O T' permitted in the walls of ASTM C 478 round structure bottoms and round risers Top Slab �l 3. For inlet segments of finish grade el@Vation substitute a #B Bar for the [op - GENERAL NOTES S. Fiber -reinforced concrete may be substituted for Conventional steel reinforcement is corner bar when I O- S h, < 2 -0". - - - - a w #a ears S. y #4 Bars it m #4 Bars @ to- Ctrs. 1. For square or rectangular precast drainage structures, using either deformed or smooth WWR meeting the requirements of Specification accordance with the Structures Design Guidelines. Shop drawings corresponding to an - - - i a @ 17 Ctrs. v a` @ N" Ctrs. (short Bars) Section 931 WWR shall be continuous around the box and lapped In accordance with Option i or 3 as shown n the Wall ReinPo-Ling approved fiber -reinforced concrete mix design most be submitted for approval to the j Pipe Openlnp For ue Spree Colors. state Drainage Engineer. RECTANGULAR SEGMENT WITH Pipe Opening Normal Pipe SECTION PIPE OPENING AT CORNER For skewea wpe SECTION SECTION 2. Horizontal steel in the walls of rectangular structures shell be lap spliced in accordance with option t, 2 or 3 as shown in the War Reinforcing Splice Details.. HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING 3. Welding of splices and laps is permitted The requirements and restrictions placed on welding in Aa3HT0 M259 shall apply, SCHEDULES (TABLE 7) SCHEDULES (TABLE 2) SCHEDULES (TABLE 3) WALL AREA MAX. SPACING WALL AREA MAX. SPACING WALL AREA MAX. SPACING 4. Reber straight and embedment of perapheral reinforcement may be used in lieu of ACT. standard nooks for top and bottom slabs DEPTH SCHEDULE (I'll BARS WWF DEPTH SCHEDULE SCHEDULE except when hooks are specifically called for in the plans or standard tlrawings. (in.'/ftJ BARS WWF AEPTH (In.'/ICJ BARS WW£ 5. Concrete as Specified in ASTM Care (4000 psi ma be used on lieu of Class II concrete in 0'-15 A11 0.20 12" B" 0'-6' Al2 020 12' a' a-5' Al2 010 IZ' 8" p y precast items manufactured in plants which meet the requirements in accordance with SPeciRa[ion Section 449. Bottom Slab 6'-10' A6 0.20 6" s" 0'-05' A6 0.20 6" 5" 6. Precast opening for pipe shall be the pipe 00 plus 6" (t 2" tolerance). Mortar used to seal the pipe into the opening will be of SECTION AA I9-13 A4 0.Z0 d" 3' J.S-Ib BS.S 0;24 SVf' S" such a mix that shrinkage will not cause leakage into or out of the structure. Dry -pack mortar may be used In lieu of brick and (Pipes Not Shown For Clarity) TYPE C Id-15, ass 024 S6" 5' ]0'-15 C6.5 0.37 a,&, 6' mortar construction to seal openings less than 2Vz" wide. 3 Recommended Maximum Pipe Size: TYPE D TYPE E 7, For pay item purposes, the neigh! used to determine If a drainage structure is greater than 10 feet shall be computed using: DETAILS FOR SKEWED PIPES !N A. the elevation of the top of the Variable on, m ° ° 3'-a' Wall - 18' Plpe Recommended Maximum Pipe Size: Recommended Maximum Pipe Size F the grate elevationor the theoretical gutter grade elevation of an joint Or RECTANGULAR STRUCTURES 3'a° Wait R - to a fie' whare an IB' pipe C. the outside top elevation of a junction box less the flow line elevation of the )owest pipe or to top of sump floor. estate R � enters a 7-0" wall) 3'-1" Wall - 14" Pipe 3'-aWall - 24" Pipe 4'-P Wall - 36" Pipe P-6- Wall - 36" Plpe LAST DESCRIPTION: INDEX SHEET LAST DESCRIPTION: INDEX SHEET LAST 2 DESCRIPTION; FY 20D-78 FY 2017-18 ° FY 2017-1B INDEX SHEET REVISION FDOT SUPPLEMENTARY DETAIILS FOR MANHOLES & IINLETS NO. NO. REVISION FDOT� SUPPLEMENTARY DETAIILS FOR MANHOLES & IINLETS NO. N0. REVISION 4 FD NO. N9. 11/01/16 D, N►- DESIGN STANDARDS 201 4 0f 5 07102112 � ems- DESIGN STANDARDS 201 5 Of 5 v/o7/76 p DESIGN STANDARDS DIITCH BOTTOM IINLET TYPES C, D, E AN3D H 232 1 of 7 21P GPI-" _'I o-l-P g'IOf Pipe( 2'4° 6'_6" 6" 6_B" 2 BUILDING PROTOTYPE: ROC60-2020 CAST IRON GRATE NOT o o - j,_,.,Precast �2� „" I1" 2' Q Of Pipes , 2V„ PERMITTED ON INLET TYPE D. o� h IVx a" S Of Pipes Pipe Sparing ff��f - ,i.� �.� p (gyp N Pip¢ Sparing S T 6 o� e DDDD�DO�O I��O�� NN^` ( - ��0 D ��00�� 00��0 �U�UUU�U ��I REVISIONS: S a a Ai 6 rf Of Graf@ b b, " �' 1 or 1 S In ^ ^ Q y - IF r TN. mPROJECT NUMBER:27080-0oI-oI TY�-rHALF SECTION CAST IRON GTESrTY�TYPE H 3-GRA ic8' B-9" C-I-P ,i6"^r F-i h" 1�2-i�r]'e" N 66 •{ rv� BB C-i-P B-g" 6' Forecast PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN 6^ 6'-J" 6' Precast % 6 ( TE INLET) TYPE H (4 GRATE INLET) on to _ Approx, Weight 235 Lbs. Approx. Weight 965 Lds, Approx. Weight 725 Lbs, Approx. Weigh[ 967 LbF ry Center of Be, PLAN S. CAST IRON GRATES Center Of eon PLAN a Sta./Offset Location B-B§re" Ste. Offset Locatl9n a' Clearance Over flNets ADDRESS: PROJECT 6598 U.S. HIGHWAY I 3,_4„ 3-28 " 3-28 " 10 Equal Spaces Z-1:$" 2'-1:¢" $ Ir/e" Y-14fs' r 15 Equal spaces 15 Equal Spaces 12 straight Bars yi PROJECT ADDRESS 14 Straight ears 14 Straight ears (TypJ r- PORT ST. LUCIE, FL 34952 7'-I ]" macs ]0'-," C-1-P 2 End -Bearing 1 E d Bearing L-0-4" J q_5 7J"Precast � q_q' Precast I � I � Band Bantl Band f7YPJ t 1 CLIENT: VERDAp REAL ESTATE Grate t Grate 1 _g�' h. a a o Tr h j y `Eyebolt //J' J v Eyebolt See Index 20] lap e'^ ` m _ see !ntlex 201J r m m' Hpr,z.WaNRamey. 1 CLIENT ADDRESS: (Sae TableS)� m -1-�" Clearance 1211 S. WHITE CHAPEL BLVD. Band Band Band !T y Hertz. Wall Reinf. Yp.Y ° q 3" CT (See ratite 4) 1, b J 3' Cl TYPE C TYPE D TYPE E - TYPE H (2-GRATE INLET) over Rivets (ryp.) F b #4 Oars q _ 1 #4 Bars Straight Bars Yx Wo Straight Bars z x a Straight Bars 2" x q straight End Bearing Bars Z' x V" Banding Bars 2" x ." TYPE H (4 GRATE INLET) ry @ IY Ctrs. as Fv @ 17 Cos RoN,clan Bars 14x x 6' Ratl[unne Bars , l" x #Ip' Reticoare Bars 1 x $4' Straight Baring Bars 2 x IS' Approx Total Weight 310 Lds. Straight End Bearing Lots Z' x :' CLIENT I E N T ADDRESS: D R E S S be to_ Banda 2 x Bands 2 ; 2' Retaliation Bond, x , Retaliation Bare ]vx I, RetiWm ee Bark Iva;d" " x SOUTHLAKE, TX 76092 2a 0 T Approx. We'gnr 104 Lbs. Approx. Weight 190 be. APpr9xWeight 215 Lbs. Bantling Bars ? x Y,4" u u 14 Bars @ 10' Ctrs #4 ears @ la' Cfrs. SECTION h STEEL GRATES apprpx. Total welgnr LB8 Lbs. (Short ears) a SECTION (Short Bars) p NOTE: Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic Is Anticipated, DATE: 8/ 6 / 7 [DW G : PRJ v V q HORIZONTAL WALL REINFORCING GENERAL NOTES HORIZONTAL WALL REINFORCING I. These Inlets are Suitable for bicycle traffic and era to be used In ditches, non traversable amps. Subject to the selection described above when Alternate a. Sodding to be used on all Inlets not located In paved areas and paid to, wader 1 I �I,� SCHEDULES (TABLE 4) SCHEDULES (TABLE 5) medians and other areas subject to infrequent traffic headings but are not to be G grate is specified In the plans, either the Steel grate hot dip galvanized after contract unit price for Performance Turf, SY. TIMOTHY W. placed in areas subject to any heavy Wheel loads. Tbo@e inlets may be placed In fabrication, or the cast iron .grate may be used, unless the plans Stipulate the p p. areas subject to Occasional pedestrian traffic such as landscaped areas and petticoat type. 9. For Supplementary details see Index No, 20). STACKH OUSE pavement areas where pedestrians can walk around the Inlet p 4. Recommended maximum pipe sizes shown are for concrete pipe. Size for other !O. All reinforcing Is Grate 60 bars with Y min. Cover Unless otherwise n9C¢d' LICENSE NO 81 400 2. Inlets Subject to minimal debris should be constructed without shots, Where types of pipe most be checked for fit. Bars to be cut or bent for ] s" clearance around pope coastal. Provide one , I I I I ( / � a debris 9s a problem Inlet, Should be Constructed with SIOts. Slotted inlets additional 04 bar above and at each side of pipe Opening. \\�\4 T I /, located Within roadway clear zones and areas subject to pedestrians snaN have 5, All exposed edges and corners shall be ." chamfer or tripled to V radips. �. W TgCh, 7,� FLORIDA CERTIFICATE OF AUTHORIZATION traversable slots. The traversable slot modification Is not adaptableto inlet ,,.. Type H. Slots may be constructed at either or bola ends as shown on plans. 6. Concrete inlet pavement to be. used on Inlets without slots and inlets with �\ 4(�•' P Traversable Slots shaft not be pace In areas Subject to @tCa5hpoof' bi,ybe non -traversable Slots pnl when called for in the lane; but required on all O` �,\GENS� •. �O !, x 31971 a 0. TYPE H (2 & 3-GRATE INLET) TYPE H (4-GRATA INLET) traffic. ° ° �: GN 122 CEDAR WOODS TRAIL traversable slot inlets. Cost [ride included in cpnhact unit price for inlets. °e.I ° Recommended Maximum Pipe Size: Aacommended Max mum Pipe 5lze: GENERAL NOTES Quantities shown are for information only. , (� 'Vr 3-0' Wall - 24" Pipe JIrO'' Wall - 24" Pipe See Sheep 3 0l J. 3. Steel grates ale to be used o all Inlets where bicycle O affi[ Is anticipated. NG ♦•• 1_6O' Pipe #- p Steel grates die to be used o all Inlets with traversable ,nil,. Either cast iron = CANTON, GA 30114 6'->" Wall - p 9" Wall - 1 i8" Pipe). Traversable slots mnsrruaed In existing inlets be paid Pot as Inlets w Or 2-24' Pipe (S=3'-59 Or 2-30' Pipe (S=4'-3") or steel grates may be used an inlets without lots whelp bicycle traffic is riot _ P partial. For (PARTIAL) FOR work and INLET tl of Payment see 'TRAVERSABLE SLOT anti cipaled. Either Cast iron or steel grates may be use({ do all Inlets with INLETS (PART/AL) FOR EXISTING INLETS 6 7 8 -4 6 2 -4 0 7 2 LAST 0 DESCRIPTION; INDEX SHEET LAST = DESCRIPTION /•p '• 4/213/18 ; yj., 8 FY 2p17-18 ° FY 2017-18 INDEX SHEET Q '• STATE OF REVISION FDO'1` D$TCH BOTT0731.[ IINLET TYPES C, D, E AND H 232 2 of 7 REVISION Fit V DESIGN STANDARDS DITCH BOTTOM INLET TYPES C D E AND H 232 3 of 7 %�'��SS/FLOR�pp.,�N�,°+'�'�eConiultingEngineerrina.00rta DESIGN STANDARDS 07102110 w i , DETAILS C 13 ENGINEER OF RECORD WALL DEPTH SCHEDULE AREA (ln.�/ftJ MAX. SPACING BARS WWF WALL AREA MAX. SPACING THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC 5 SECTION AA O COn[f etP Inlet PdVem (Hand Shape to !Neat HALF Ill WITH SLOT PLAN VIEW PAVEMENT AND SODDING QUANTITIES FOR TRAVERSABLE SLOTS Pavement Sod Inlet Shape Sloe Double Slot single Slot DauDle Slot SY CY SY CY SY SY C 4.87 0:77 6.16 0.93 12 16 0 SOS 0.91 7,70 1.10 14 19 E 5.88 0,91 7.37 1.08 14 18 LAST REVISION 07101107 Centered inlet Structure Bottom t 1 I I / B II r `r. TOP VIEW TOP SLAB OPENINGS DIAMETER OPENING SIZE MIN. MAX. " 2' x 3 x 4'-b" 5 SECTION BB Bo 117 HALF PLAN WITH SLOT HALF PLAN WITHOUT SLOT SECTION CC TRAVERSABLE SLOTS FY 2017-18 INDEX SHEET F� DESIGN STANDARDS DITCH BOTTOM INLET TYPES C, D, E AND H NO. NO, 232 4 f 7 TOP SLAB REINFORCING DIAGRAM Type C 3-1' Type D 4 -P Type E 4-6" Top Slab With Centered Opening -0' Structure Bottoms 11 yi' Far B D" SUvc[vre Bottoms #5 Hoop Be, #4 Bars TYPE C 4-0^ Round Structure Bottom -'1 r"- Each Carrier See Index No. 200 For TYPED 6'-0" TYPE E 6-0' Structure Bottom Details (Minimum Orameter and Note Reinforcement. Unless otherwise Shown In The Plans) #8 Bars p S' Spacing 2 Way Reinforcement $ See Tables SECTION BB #4 Be, Each Corner (7-0' Min Length) 2 Way Reinforcement See Tables #5 MOop Bar SCHEDULE OR 65 KSI b 10 K51 (WIRE FABRIC) TOP SLAB WITH CENTERED OPENING SLAB DEPTH SLAB THICKNESS REINFORCING (2 WAYS) SCHEDULE SIZE: W-T gRy' C SIZE S'-0" �9 < 30 30'-40' 8 D SIZE. F-O" 05, 8, g„ B a c I8 Sly, C 18 < 30 0W 0 30 a 77' OW E 37'-40' WNr' G SIZE: B'-0^ ads' c 9 IlLy, C 9 c 15' _ll'h" D 15 c 23 ily" E T3 c 33' ll Vz' E 33' !0' Illh" G SECTION AA R ALT.A STRUCTURE BOTTOM FOR INLETS TYPE C, D AND E LAST 8O DESCRIPTION: FY 20I7-18 INDEX SHEET REVISION H FD OT NO. N0. 07/o1/os p D- DESIGN STANDARDS DIITCH BOTTOM IINLET TYPES C, D, E AND H 232 7 of 7 Future Curb And Gutter CPoslroCtiPn 20' R Or As Shown On Plans ?" 11-6" �16 Same Slope As P � B g„ pAdjacent Pavement I A \ �I ao id„ R C VT Exp. Joint P Joint Seal P ad 1E 1e P - -I 'MI IR R 6 varrey cotter Cn,b And wirer TYPE E IF'Exp. Joint And PLAN Preformed Joint Feller - Concrete Pavement 6 I B For details depicting usage adjacent to flexible pavement, see diagram .right. P TYPE A uP.-$gi ic a,,,R 9" - Joint Seal SECTION AA o w a d Type C 3-Iv J Type C T-0" Type D 4' -D Type D 3'-1" Type E 4'-6" Type E 3'-0" Otherwise E m 6h 3-0„ 5 Unless y, UnleaS Othe rWlS Shown on rWise On Plans m Shown On Plans See Index No. 200 for structure bottom details and hole reinforcement. ALT. 6 STRUCTURE BOTTOM FOR INLETS TYPE C, D & E us I 1I c+ 1 - Extra #0'Bar ]¢ CI LI g Each Side And \ Above Pipe I Openings �J _ r-- - Is is as PIPE OPENING SCHEMATIC SECTION BB GI TYPE F 20, Slope To Fit Driveway I P 9 e { F n 0 Y0 Note: TO be paid for as parent club. DROP CURB Standard Shoulder Line Earth Berm ]' 6" Z Shoulder Payement SHOULDER GUTTER SECTION CC Truck Apron Sorfece Specified In The Plans P VALLEY GUTTER eY' Circulating Roadway Pavement \ y"R " When used on sign side If adae, the Cross slope of the gutter shall T 9 P match Me cross slope of thee adjacent pavement The thickness of the lip shall be 6, unless otherwise shown on plans. p Rotate entire section so that gutter cross slope matches slope of adjacent Y-3" circulatinn. roadway pavement. P, TRAFFIC BEARING SECTION FOR USE IN - For use adjacent to concrete O, flexible pavement For details depicting ROUNDABOUT CENTRAL ISLAND CONSTRUCTION usage adjacent to flexible pavement, see Sheet 3 Expansion joint preformed TYPE RA Joint filler and joint seal are required between curb or gutter and concrete APavement only, see Sheet 2. w LAST C DESCRIPTION:Sid FY 20I7-18 REVISION m FOOT 07/m/oo iu ..►- DESIGN STANDARDS Conc Ravi. Exp. Joint And Preformed Joint Filler TYPE B eel h Con[ PAvt. I¢' Exp Joint And Preformed Joint Filler TYPE D Note: For use adjacent to concrete or flexible pavement, concrete Shown . Expansion joint, preformed joint filler Antl joint seal are required between curbs and convet, pavement only, see Sheet 2. CONCRETE CURB CONCRETE CURB AND GUTTER INDEX SHEET No. No. CURB & CURB AND GUTTER 300 1 of 2 h /rile! SY N Inlet PavC, LA r SLOT$ N T CY SY Ditch Bottom �GRATE C 6 C 0.37 8 fERMIPTED ON Q WItlM Of SIDES WITH D 6 2, D 0.36 9 Tce Wall Seel GRATE SEAT E ] E 037 9 (paved or Unpaved H B H 0.a6 1] � (Grate Net Shown) ]'C sod PLAN Width Of . SOD ONLY 1� 3„ Concrete later Pavement Slat Depth �--31,•F-'� 12" unless o PAVT. AND SOD OlherwlaP NOTE: see GaAs', Hates Nos. 6 and ], Sheet 3 of J. Shown on scot -{ SODDING AND PAVEMENT FOR INLETS WITHOUT Plane SLOTS AND INLETS WITH NON -TRAVERSABLE SLOTS 9 T SECTION AA SECTION BB NON -TRAVERSABLE SLOTS -' - - 7�,� psM Varies (5' Sttl)un nc Inlet i -�4 I -•-I Pont. I: sit, I // Exist, Inlet With / Or Without sots J I L _ _ _ _1 I' I I __ __-_ 1 L__ __I SECTION AA PAVEMENT AND SODDING QUANTITIES FOR TRAVERSABLE SLOTS Pavement Sod Inlet Single Slot Double Slot Single SIO[ Double Slot SY CY I SY I CY SY SY C 087 0.63 1 6.16 1 1.05 12 16 D 5.99 1.0] 1 7.70 1 130 i4 19 E 5.88 0.99 1 7,37 1 I,24 ]0 18 it Varies Slope V r e Varies Ditch Width a J s Varies /S Sid,) !Varies (S Std) Cons'. Conc. Inlet Pave I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L___ __1 6 I SECTION BB ` Existing Or Proposed Structure Traversable Or Non traversable (Traversable Shown) DITCH BLOCK FOR INLETS WITH OR WITHOUT SLOTS Existing Cast Iran Grates) To Be Replaced With Steel Q Grates, Existing Steel lY Retfculine Grates To Be Replaced When Called For 'B In The Plans Or As 4• Directed By The Engineer. Varies 'g' fanno oe Nar ies Inlet ConcConc, �l h Inlet Pav' b Slet 11 Ditch Bottom a (Slot Depth) IN B e Dun.) II �I �� I Of Exist, IT I I 3' Slot Or Remove Exist. I 'I Wall To This Llne (Exposed J'� Rebels In PavL Zone May Be Either Removed Or I Exist, Inlet With I,/ Embetldetl) Or Without Slots _ L _ _ _11 _ J LII_g _---____I r '+► SINGLE SLOT SHOWN (DOUBLE SLOTS SYMMETRICAL ABOUT CENTERLINE) SECTION CC (CASE I) NOTE; For plan view and additional details see Sheet 4 of 7. For payment see General Notes NO, 6 and 7, Sheet 3 of ), TRAVERSABLE SLOTS FOR EXISTING INLETS LAST DESCRIPTION: FY 2017-18 INDEX SHEET REVISION DITCH BOTTOM INLET TYPES C.. D, E AND H No. NO. 07101100 p FwD�QT- DESIGN STANDARDS ' 232 5 of 7 8.5' 6' End 01 Curb v End Of Curb m J N Edge Of Pavt, Edge Of Pavt Edge Of Pao[. Edge Of Part. PLAN PLAN PLAN PLAN 3 3 3 3 5.5' Trans. Trans ens. To Of Curb P To Of Curb TO O1 Curb p P.romp., 1 p TO Of Curb I I Gutter Gutter Gutter Gutter PROFILE PROFILE PROFILE PROFILE FLARED END STRAIGHT END FLARED END STRAIGHT ENO CURB TYPE A CURB AND GUTTER TYPES E & F Depth Of sawcut 2Y Min 31$" Max, Depth of saw[pr CURB AND GUTTER ENDINGS Or ki it /J11 GG'�L U-LLLLIIJ -r LGGLL1111 S. Max Joint Seal r �0"Min. SHOULDER GUTTER TYPE E Concrete '� P 3$" Max. ix Depth Of Sawcut Surface On tow Side Of Pavement to Gutter Pavement O' Min. ri Be 'A" Above Lip Of Gutter Surface L L 1 L 1111 5" Max, Cu High Side To Be Flush With Lip Of 0" Min: Curb Or Curb b Gutter. I. .- �" ExP. Joint And TYPE F - Slope Varies FFt""""'FFF Preformed Joint Filler ❑ ❑ Applies to both high and low sides of pavement low side shown Sawauts should be avoided within valley gutter and within curb and gutter endings. CONTRACTION JOINT IN CURB AND GUTTER ° Flexible EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT Depth Of Sawcut Depth Of Sawcut Depth b/ Sawcut rr r 3$" Min. r�r 3�" Min. ]�„ err31q'Mln. /// /r x r r r r Li _T GG ° Applies t0 60[h high and low sides OF pavement low side shown. G GGLG Applies to Shoulder gutter only where adjoining traffic lanes, TYPE A CURB AND GUTTER AND TYPE A CURB TYPE 8 TYPE D ADJACENT TO FLEXIBLE PAVEMENT CONTRACTION JOINT IN CURB GENERAL NOTES 4" Min., I. For curb gutter and curb b gutter provide I/^ - VV' Contraction joints at 10' centers max,. Contraction i ate pavement n Yx" Or M^.Holes 1" 5" 2"F ! I. [ joints adjacent to coati p o tangents !2, (S1 Pr, Min, ---.{ and Rat curves are to match the pavement Joints, with Intermediate joints not r"�-� 3" Max. to exceed 10' centers, Curb, gutter and curb 6 gutter expansion Joints shall 2 Mrs.. : be located In accordance with Section 510 of the Standard Spedlicatlons. 3 Max II x ¢ 2. Ends of Curbs Types B ono 0 shall transition from full to zero heights in 31. Pilch Optional #4 Bars, 18" Long a8" Mrn., R=Z' (Two Per Guard) 9" Max, Cast Or Rubbed R CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB LAST DESCRI➢TIONr FY 2OI7-I8 INDEX SHEET REVISION oo� CURB & CURB AND GUTTER No. NO. 07/O7/0o FFF DESIGN STANDARDS 300 2 of 2 z - CASE I Type I Object Markers shall consist of aloe glioW re lectors mounted an a yye/low reilec[ive bit ground or canslst of a retroreAective panel of the same s/ze. CASE 11 A Center To Center Mln/mum Red Reflectors B Canter To Cente;i4 CASE I Yellow CASE 1! End OF ROetl Markets shall canslst of Oflre r4tl Reflectors reflectors mounted on a red reflective background or consist of a retroreflective panel of the same size. WI-6 Ito {��'I' NOTES: 1 CASE 1 1 Yellow SON picks I. This Index r applicable to residential and minor streets W14-1 c only. Major streets to be evaluated on a case by Cate basis 6 CASE rr DEAD 1 R"-Intersection-Two-Way arrows and reflectors Reflectors ellowl" END are optional.The deed should be based en a review W141 RedCReNel fors of each location. 3. for add,tional details on aluminum routs post, - DEAD sign panel material and bolt, nuts And washers END see Index Nos. I18 6 0, 4 Case / Installation - The arrow panels and object WI4 I )OD(p7 markets shall be located17fro approximately he but el Mess than 1Z from the edge of the navel lane. RI-1 -'i Supplemental sign with /, 4A. O- distance panel, i'o be 1� S. Dead eM sign shall be posted a sufficient advance used as needed distance to permit the vehicle oP.1ator to avoid the dead end by turning off, if possible, at the nearest ,mersecting street. �� 6 For pavement marking see IMex NO. 17346 7. No gyuardrail is required unless special field l Pon require Its use. �� ) �5 Reflective Buttons $hall Have • CASE I •'• Je Minimum 0/ameter S'- ZeI Beam CASE I ••••• Ye1lOW Reflectors • • • Yellow Reflectors • • • ••• (� 000"Aluminum $lgn Panel H R8-1! T Waite J a wn¢�- Nose Widths 30 and Greater Nose Widths leas than 30 R6 /L I Object markers shall be Installed on T 0 x W - Po-2 - -. Aluminum Room Past. R6-IR '1Y 0 Aluminum Button Meetl Bale with Nu[ and n 2r White Lockwasher or I%e 0 Stainless Steel Has LAST REVISION 11/01/16 R6-1L 24^ White p1VmE0 gg0 R6-3a xmRwAT. Head Bolt with Flat "Washer under Head and RE -It R6.IL Lockwasher under Nut. Poet foundation shall be installed In aecgrdence with linter Na. 11860. R6-IL RI J R6-/R STOP RI_f RI -I ow es, R6-3a a anwx. FY 2017-18 INDEX SHEET FDOK TRAFFIC CONTROLS FOR STREET TERMIINATIIONS N0. NO. DESIGN STANDARDS 17349 1Of1 DESIGN NOTES FOR TRAVERSABLE SLOT Existing East from Grate To Be Replaced 4 with steel Grate. Existing Steel ReticoOne INLETS (PARTIAL) FOR EXISTING INLETS Grate To Be Replaced When Called For In The I The general purpose of these conversions is to remove the hazard of the Plans Or As Directed By The Engineer,,► A� protruding inlet top, while not creating a hazard by depressing the top too deeply. a" I A ' B 2. The corrective procedure depends on the approach ditch grade and hydraulic requirements of the site. The selection of the appropriate case depends on the 3 2 varies relationship between Inlet lop and ditch elevation, and, on the vertical clearance IFS.--- between the top of the uppermost peel) And the grate, The purpose for the Case Break Angle Not To ] conversion is to add the traversable SI t to an existing Inlet where [op removal, Exceed Y (1i20) r r change in. grate elevation and ditch transitions are not required. Case 2 will Exist, Oltcd Bottom T I- - - - - - - �I normally be applicable to dN[hes with flatter grades adjoining the Inlet. Case 3 (Box With Slot Shown) -ol voiles IS¢e Plans) Rod, a This Portion Of will normally be applicable t0 ditches With Sleeper an adjoining Me Inlet -"� Box And Construct New here bold by of the existing ditch is acceptable. J Forer Corp.ConInlet RAW. ti. Slott Top Seats Seats And Shot(S) 3, The designer shall stipulate In the plans which case is to be constructed at each Bottom Of Transition Ditch Individual Inlet location. These Points Can Be to T'(Slot Depth) h lO The Same Or Nearly L Grate Where the existing inlet top is above the existing ditch (Case 2) but borrow The Same Where it, � � � I I c� material will be required to adjust the ditch (Case 3). and vertical clearance or Grades Are FIaC F�=�i - 5' Remove Exist, Wall Ta This F•=•{ other conditions do not prevent removal Of the inlet top, the designer should call v _ (Min)' Line (Exposed Rebels; In for Case 2 The designer Shall determine if ditch reconstruction is required more 3' Pant. Zone May Be Either than 35 feel beyond any traversable slot side and shall include separate pay items 1 a^ Removed Or Embedded) in the plans to cover the cast for that portion of required ditch reconstruction F- exceeding the 35 foot limit The designer shall also determine whether ditch pavement is req -'ed f ditch restoration within the 35 foot limit and include that Exist. Inlet With L'- - - - J pavement undo a pay item separate from the inlets partial. Or. Without Slots _ - _ - - - J When the detention ditch concept is to be used with Case 3. the designer shall Q I B stipulate Case 3 Gainenti mit 1,th pl s. '�i The designer shall determine whether tight soil or other conditions At each Existing Cast Iron Grate TO Individual Inlet indicates the need for nderdrarn in Case 3 conversions and shall SINGLE SLOT SHOWN (DOUBLE SLOTS SYMMETRICAL ABOUT CENTERLINE) [all for underdra n, Type 1 In the plans. Be Replaced A`hh Steel Grate SECTION CC (CASE 2) G Exjsnng Steel ReemvnnA Grate I� To Be Replaced When Called 'A 'tl For In The Plans Or As Break Angle Not To Exceed 3•(1:2o) 4" Directed By The Engineer. METHOD OF PAYMENT FOR TRAVERSABLE SLOT Minimum Slope For Transition Ditch 1 10' Level 3 vanes IB' INLETS (PARTIAL) FOR EXISTING INLETS 0.10% Unless Existing Ditch is Flatter. Bottom Of Transition Ditch, i existing inlets converted to traversable slot tops under Cases 1, 2 and 3 shall be Or Bottom Of Exist. Ditch Coast. Conm Inlet paid for as inlets partial, each Case shall not be Included In the pay Item _ Pavt. b Slot For Ea ist. Inlet Without Slot N, tl sc iption. Ditch Grade For �� // 2. All ditch reconstruction work within 35 feet of each traversable slot conversion, - - Detention tion concept IZ -tl� - 1 - - - - - whether required b these details or as a direct result of the conversion, shall be 7" (slot Depth) Nf to q Y - .� - _ _ _ _ _ _ b' _� II nutlet as n part of the partial cost rillsReconstructionowork shell Include ." excavation and removal of surplus materials be borrowmaterials itchp v grading, For 'Z Of Exist. With 1� Bottom Of Exist IY Slat i`" compaction, dundshaping and included as of disturbed turf. Sodding, ditch pavement 25' N For Exist. inlet Wlit Slot FT- " 5„ Or Remove Exist. Wdll TO tl unOeMraln are not included as part of the inlet partial Cost. and are to be 3^I (Mint This Line (Exposed Rebars paid for separately. 12 Slope. Same As Exist. Ditch ~I ay. In navy. Zone May Be Either L 1 Removed Or Embedded) 3. Concrete inlet pavement and soddingShe Shall be in accordance with the sections on this detail and with the Plan on Sheet 4 and sections Aa, BB and CC (as Case 1) Underdrarn, Type ! To Be - i and tabular quantities on Sheet 5. Constructed Only Withetetion - - J Ditch Concept And Only When Extra Pavement When Exist. 4. Unit price and payment shall constitute full compensation for inlet conversion Called For In The Plans Slot Exceeds 12" In Depth I it B restor(Includation Concrete Inlet paving and hallrepbe paidment gratelde then reconstruction, , Exist. Inlet With. restoration Of disturbed turf, and shall be paid for under rM1e contra[! price for 3 Or Without Slot Inlets (OT BoU (Type _!(PartiaU, each. 1 SINGLE SLOT SHOWN (DOUBLE SLOTS SYMMETRICAL ABOUT CENTERLINE) Sodding shall be paid for under the contract unit price for Performance Turf, SY. SECTION CC (CASE 3) Dinh pavement Shall be paid for separate from the inlet by pavement lype(s) and unit(sl as cabled for In the plans. TRAVERSABLE SLOT INLETS (PARTIAL) FOR EXISTING INLETS LAST DESCRIPTION: FY 20I7 18 INDEX SHEET REvrsroN FDOT� DIITCH BOTTOM IINLET TYPES C, D, E AND H NO., No. 0 0110 > DE iGN TA AR10 7 earsa Jok\>> GENERAL NOTES (TYp) t•--� SxoPwaof' g YC v-G10.0 ��_�x Jd'Cnemfer (Typ.l II II II II in p_( B u w Ali h ! N Joint seal Ec UG L 4 G 4 E n n &w a y s ti t 3' C/ Varies a Bars A(FYPJ ' Bar A 1. C-1-P Gravity Walls Constructed as extenslans e/ reinforced concrete retaining walls, except -ails of proprietary designs, shall have the same face texture and finish as the reinforced concrete retaining wall. 2. Cancrete for 6ravlty Wall Shall be Class NS Per Section 347. Cancrete for Scheme 3 Junction Slab and Traffic Railing shall be Class it per Section 346, Unless otherwise specified In the plans. 3. Reinforcing steel shall meet the requirements of Specification Section 931 Grade 40 a ( r 60). Smooth or Deformed anequ Welded Wire asis Reinforcement WR m M 1 a be substituted on en a ua/ are bests. Y q d Do not Increase bar/wlre spacing for Grade 60 reinforcing steel or WWR. 4. When required, for adjunct c g yperall, see IMex dex or , as appropriate. For atlJunct Type B ienre see Index 802. m ar B o m 5. Joint Seal: Organic Felt bond breaker In aaortlan[e with p m ESTIMATED QUANTRfES NOTE£ Specification Section PLO or Type D-5 geotextlle Fabric ,n w Y n Varies o k: it For Scheme 3 Junction Slab and Traffic Railing see the accordance with Specification Section 985. MOP all Contact m ya i Ground ygl referenced Design Standards for estimated quantities, surfaces of concrete and Organic Felt or geotextlle fabric with C --T Surface Bars A b lT a Quantity for 2'-0" Toe Depth, cut -back asphalt. Step Orgenld Felt or geo[ext/le fabric 6" below 4 ' p B 1'-6° ^' Quantity for Scheme 3 assumes ln.T thick top of Well. m b 1R ��44°°' tI-� y�- $.'n p Cl, ® coping above Brevity Wall. 6. Provide a continuous PXF Clean gravel or crushed rock drain for S i�7 w e Ctrs. (Max.) ` Weep wall heights 3 /t. and higher. Wrap tlreinape layer as shown, wJth it a i Hole - _ _ _ _--__ Type D-3 geotextlle fabric In accordance with Specification Section „ - - 985. Provide 8'x8' galvanized mesh with W Openings, et the Inside `u Drainage Layer and Of the PVC Drain Pipe. Provide Z 0 PVC Drain Pipe (Sch. 40) organic Felt 4Yf n b u ` 8 And PVC Drain at 10 ft. max. spacing (when Drainage Layer /s required). Locate or preormed II II m > d (See Note 6) Outermost edge of Drain Pipe a Minimum of 7-0" from wall joints, plastic band yy 7. Cost of reinforcing steep face. texture, finish, joint Seal, breaker (Typ.l TI-71' 6' Cl. t r drain . pipes, drainage layer, galvanized mesh and geotextlle Pre are Foundat! Tolerance) 0 on Per fabric to be included in the Contract Unit Price for Concrete spec 4SS (Spread F.Pht,,$) Class NS, Gravity Wall. Cost of concrete for Junction Slab In Scheme 3, to be Included /n Contract Unit Price for Concrete KEYWAY & WALL JOINT DETAIL TYPICAL SECTION Traffic Railing . Harrier With Junction Slab. Adjunct railings or (TOP VIEW) - C-I-P CONCRETE GRAVITY WALL fences to be paid far separately. HILL OF REINFORCING STEEL MMK SIZE LENGTH Traffic Railing (Index No 420, 32' F-Shape shown, see Plans A 9 As Regtl. for Traffic Railing type) B 4 As Reqd. Upper Slope BAR BENDING OlAGRAM n See general D Soil Reinforcement see Genera/ Upper Slope Note 4 /.'.J'� when required Junction Slab (See Scheme 3 3Yz° Note 4 / (See Plans) - Index Series 6100) Scheme I & 2 { - - Wall Joint spacing - 4" Is St Slopes up Slopes up 'XJ to Has . I:11/z to Max. P (Except far slopes k BAR A N £ steeper them ]:2 a m F-Y' For Slopes s Illy y w for WaII Height 5 2-0' S q �13 p " S 7-0" For Slo es > it Y-0" Mln, tO SHW wi[n Walt hal9hts > 3, ot I t 5 p 2 g for Wall Height then 2-T Min.) S P + e Na(lp6 I•-P M al/as z Sto I0 u pq of ev' See Plans get 5 BY See Plana Chat a* See Peens r' Far Wall Height 5 Y-0' Z SCHEME 1 SCHEME 2 2'-0^ Far Wall Height > 2-Q° SCHEME 3 xQ765: BAR B (No Traffic Loading Effects & (With Traffic Loading or (With Traffic Railing) I. All bar dimensions are out to out. Upper Slopes s I:l#) Upper Slopes > 1.1B) 2 Lap spl i es for Oars A must be a ArdthopU15I C DESCfl1PT10N: NEVISION G FY 20I7-]B INDEX SHEET n/01/76 i='y DESIGN STANDARDS GRAVITY WALL 6011 l Of ] ESTIMATED QUANTITIES FOR C-I-P WALL PER LLNEM FOOT OF WALL WEEP H` CLASS N5 CONCRETE ICY) SCHEME SCHEME SCHEME 1 2 3. REINF. STEEL (LB.) bHORAfN REDD. 1' 0.08 0.11 (0.20•) 0.03 3 (4e) No Y 0.14 0.20 092+ 0.09 4 5* No 3' 0.22 0. 2 03 (04]*) 0.29 5(6'") Yes 4' 0.32 (0.43+) 0.47 tgs6 ) ass 6 fm yes S' 0,43(055#) 0.65 (0.8B*) 0.80 7 (esl Yes BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 4/19/18 PROJECT NUMBER: 27080-001-01 REVISIONS: Q GRAVITY WALL DETAIL ADDED PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN 3/23/18 Q GRAVITY WALL DETAIL MODIFIED PROJECT ADDRESS: 6596 U.S. HIGHWAY I 4/19/18 PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE LICENSE NO 81400am I -oil "WmqFl%-Im \11 I ST (C7/�. \`-N�-" '� FLORIDA CERTIFICATE OF AUTHORIZATION # \CENS''�y 31971 122 CEDAR WOODS TRAIL nG CANTON, GA 30114 •. 4/23/18 :' Qom•, 678-462-4072 �TATEOP :'�lya: CivilConsuliin'gEngine@uino.com xq; IMID ulAluMLrv1, IUGtlnLK MIN I111, GUNctP15 ANU DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CUENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT UABILITY TO CIVIL CONSULTING ENGINEERS, INC. ENGINEER OF RECORD DETAILS C14 GENERAL NOTES SYMBOLS t4 ® Work Area 1. Route Pedestrian traffic around work areas when construction ]. Provide a 5' wide temporary walkway, except where space restrictions warrant activltdae encroach on tie sidewalk for more than 60 minutes a minimum width of 4', Provide a 5 x 5' passing space for temporary walkways \i 9 is Channelizing Device (See Intlex 600) Susing pecific devicesand sce remedies snshown nludedthis index. Use project less than 5'. in width at intervals not to exceed 209. his �� [p Work Zone Sign B. Provide a ooas-slope with a maximum value Of 0.02 for all temporary PD pG CR Required Locations For Either Temporary 2 Fequor l asidesoftraffic control Index devices 00. The maximum spat rig between walkways. Or Permanent Curb Ramps. barricaded, vertical panels, dfume or tubular mad kers is 25', 9. Temporary walkway surfaces and ramps must be flame, firm, slip resistant, and f e• a b Lane Identification + Direction of Traffic F kept free of any obstructions and Hazards such as hales, debris, mud, es a a Pedestrian Longitudinal Channelizing Device (LCD) with the wank area from vehicular traffic. - Z-O' Detectable Warnings •'• 7 0' Detectable Warnings Mounted Work Zone Sign or separate Work Zone Sign 3� Use delineators on longitudinal Channelizing devices separating Remove Lem oraryequipwalentkways and stored materials. 7 earn ' OPTION A OPTION A W. Remove temporary walkways Immediately after reopening o/ the sidewalk, unless r Bd • s H Pedestrian Longltvdlnal Channelizing Oevi<e (LCD) 4. Cover a deactivate pedestrian traffic signal otherwise noted In Me plans. Median display(%) controlling closed [ os walks. et1.° Yd. , ft4 ]i. Mee[ the requirements of Index 304 for temporary Curb ramps. "8 �� •t^ t 15,11l 5. Post mounted signs located near or ap/.cent to a sidewalk must 'N b have a 75 minlmum clearance from the bottom o/ sign to the 12, Place pedestrian longitudinal channeliahel devicies) across the full width Of the 2'-0" Detectable Warmo a 7-0" Detectable Warnings ;,t Surface of the sidewalk. closed Sidewalk For temporary walkwayse similar to the Sidewalk Dlvefsion, 9 {) place LCD's to delineate both sides of the temporary walkway. a �o 0 6. When Construaioo activities involve sidewalks on both aides Of 5' Is \ pa the street, stage the construction So that one sidewalk is ;n 5 l ♦ ` zone: service at all !Imes, If this1, not feasible and both sidewalks ISOMETRIC VIEW ISOMETRIC VIEW ktn .' k i; ¢,• ; r. a. a. Behind an existing barrier, must be Closed, as determined by the En imper, provide a detour an More than 2 behind the Curb. Work Area C. IS or more from Me edge Of travel way. to qultle Pedestrians around the construction zone. Z-O' Detectable Warnings Y-0' Detectable Warnings - OPTION B OPTION B _ - I c5 Cfl b � l Be ISOMETRIC VIEW ISOMETRIC VIEW 1 Q 4 S4e /A)i4/ ' TR wary � 383N SBOBO 5 O t 2 (Mine) O" 6-a' Man) DETOUR Ou3Htl SdewSidewalk 09la ppIp 03SOlO NlVM301S a : 20 l CR/NAmVuMNsTaJoMadBDGENERAL NOTES DETOUR0.002 smawaik Caro 5� 0 II vVM301s H 1 It the work operation (excluding establishing ado terminating the work area), m Y RPPA O3SOTO Pg hry 5'-0e (Min,) I EI n requires that two or more work vehicles cross the offset zone in any one hour, O I� Q W sm I WORK NlVM3U S m SidewalkE'vis ggg Sidewalk Curb Vtl traffic control will he do accordance with Index No. 612. W yO AHEAD Sidewalk Curb ¢- ma� tlYYYY 1. No special signing Is .qtl, ad p ¢ try 3. This Intlex also applies when work is being performed on a multi undivided SIDEWALK' / Sidewalk Caro n;gnway CLOSED _ / corn. r / ro-, 0 This Index also applies to work performed of In medianbehind anexisting P C `� CR \PWMX19AYww j perform ed more m i5 (ran the edge or travel al bothroadways.c Wit performetl in the median behind curb and gutter shall be m accordance with DETOUR In No. 611. 4 T F -O'(MinJ 4-, ON SYMBOLS 5, When a side road Intersects the highway within the work area, additional traffic. Ufg130 -0"(MInJ Uf10130 a�- A Control devices shall be placed in accordance with other applicable TCZ Indexer SIDEWPLK CLOSED tlIW130 ,ll. Landing Ramp Ramp Ramp USE OTHEP 9IOE r�s Work Area t pp p p 6. wnen mnstruaion activities encroach on a Sidewalk, rear to Index No. 660. CONDITIONS I O U pROAD U ROAD PLAN VIEW PLAN VIEW PLAN VIEW �y Lane Identification +Direction of Traffic rR ]. for general TCZ requirements and dtltl;tipnal Information, refer to Index No. 600. 8 n WORK WORN WHERE ANY VEHICLE, EQUIPMENT. IpPY � AHEAD AHEAD 3 ARE BEHIND AN EXISTING BARRIER, D THEIR ACTIVITIESgyp{ Ip1 I L� CR-D CR-E CR-F CR-G a MORE THAN WORKERS NY BEHIND THE CURB. �d WORN A V (- AHEAD OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY. CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION R PESESTRIAN DETOUR e SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G _ a LAST DESCRIPTION: FY 2OI7-IB IN SHEET LABT DESCRIPTION: FY 2OI7-IB DESCRIPTION: FY 20I7-IS INDEX SHEET REVISION H INDEX SHEET LAST FDOT DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS rvo. No. REwsioN FDOT� MULTILANE WORK OUTSIDE SHOULDER NO. N0. REVISION FDOT� PEDESTRIIAN CONTROL 110R CLOSURE OF SIDEWALK > mar DESIGN STANDARDS 304 4 of 8 07101105 w s- DESIGN STANDARDS 6]] ] of 1 n/01/1s ter--' DESIGN STANDARDS 660 ] Of ] 11101116 `yv GENERAL NOTES: A i, Construct Sidewalks in a[cordap<e with Specification Section 522. B C B C Ibd Transition Mhere Neressxy) 2. In<Ivtle detectable warnings on sidewalk curb ramps In accordance with Index 304. Back Of Sidewalk Variations 5 5 g 5 B �In,O�/ n \A- 3. For TURNOUTS ect See Index SIS ramps Flexible Pavt. \ 7-T Detettabfe Warnings _W Omit Joints On Curb ram - / I 4. Bond breaker material can be any Impermeable coaled or sheet membrane or preformed material Graded Turnout Z Detectable LerWlnp I \ CM having a thickness of not less than 6 mils nor more than ys". A (signal Pole Or Controller Bob. Ex) �` / _ J I�t $�--III Warning Surface I i d S. Construct sidewalks with Edge Beam through the limits of any surface mounted PedestrienlBi<yCle o A (U:il Ry Pole. Ex,) -III-� C rrenaMmn slope 1oz G� �•vy, D dip C N) 6 - A B C B C B. C B C B A B C B C A i r �fivV x H Separate Last uCu Or Railing or Pipe Giuderail shown in the plant (See RAILING DETAIL) J r A ° q A o a A / , / - A It,�" 11 5 5' 5' 5' 5' S' 5' S 5' 5' 5' 5' 5' h� \� `\ 4 Separately Cast Curb 6. When roadways or driveways are newly constructed, reconstructed or altered, construct the crass Jl � J - � F �� 6' 1? Se Wretel L ' _ Rigid PavL Pavement Relief (,C Needed) Og �° �(pp slopes for [,D55walkS and discontinuous sidewalks as follows: �- �_ Turnpuf Or Side Road a (' r (See Se[!!on C{) Ve !Poll Return Shown! Beck Of Sidewalk A. Cross Slope = 0.02 Pot roadways or driveway controlled DV "STOP' Sign or "YIELD' sign. TurnOt [ \ Turnout 6 x r �, \ B. Cross Slope = 0.05 for roadways or driveways controlled by traffic signal. A A q, - b' // Driveway xx Border xx/ Slde Rod Transition Slope 1:12 Curb Or Curb And Gull er Shoulder Line - - l ' i -______ ___ �1_________ Varied (I'-fi^MexJ PLAN OPEN JOINTS � ISOMETRIC VIEW A B C 6 c B C 9 C B A -SIDEWALK WITH UTILITY STRIP Edge O/Treve Way 5 5' 5 S 5' S' S _„ _ Sidewalk Curb 30 Max. (wnerer NecessarCONSTRUCTION Of SIDEWALK CURB IN CUT SECTIONS D D D O D E D PLAN B \-----' LEGEND: ex _ A ° Flble Ravi. _ CONTINUOUS SIDEWALK :aRe[ur0 Curb © 4 Thick Sidewalk Cu Rigid Structure: 6 Min. For Turnouts Or Curb Ramps 6 Thick Sidewalk Back Of Sidewalk Var;aligns / LEGEND: Q�_1� g a 1 Rem R ci -Ramp O� u " R _� Graded Turnovr Z Detectable i d II12 Y1 $ Ram, Sidewalk H (Vastest OPEN JOINTS Omit Joints On Curb ramps 4" Thick Sidewalk 1:12 ❑ o m N P H (Varies)) Utility Strip Ramp, Sidewalk : 12V Max. 30' Mdx. 30 axx. 30' Max, 30' Max. Warning Surface - I Or Landing 0. 2 Or Gen ding D.Dz 4 120' Max. 120' Max. A(signal Pole Or Controller Base. Ex 1 ''- / C 30' Max. 30 Max: 30' Max. - / ye" 5' 5' 30 5 5 5 5TJ „ 5 5 5 5.[ - _ - A (Utility Pole, Ex.) A D D O D D E O D F 0 D A A A A / (Full Return Shown) Rigid Peyf /j' / --- -- /�iTurnout A A / i See GENERAL NOTE ab Turnout ide b D D D D P D D F P D A D D E D D A 5' S 5 5' S' 5 � � 5 5 � \V � B 4'-0" MONOLITHIC CAST CURB SEPARATLEY CAST CURB t + � Or, oe, /i PLAN VIEW / Driveway 5 / Side Road \ shoulder tine SIDEWALK CURB OPTIONS �.' CR-C v Curb Or Curb And Gutter // Return Curb - �------1------------ - Rigid Structure: 6" Min. For Turnouts Or Curb Ramps PLAN SAWED JOINTS SIDEWALK WITHOUT UTILITY STRIP Edge Of Trove Way SAWED JOINTS ' Railing (See Index 352, LONGITUDINAL SECTION PLAN Varies 0'-e Max.) LONGITUDINAL SECTION 862, 870 Or BBOI 6'-0• (Mtn.) pavement Re r �� ///'''Varies DISCONTINUOUS SIDEWALK - = Asphalt Pavement y damp Or Landing Clear Width LEGEND LEGEND: (5 a 6 sfd., 4' Rd Pf Sidewalk her) _"- Final Rolled Surface/{ A- $ Expansion Joints (Preformed Joint Filler) A ddr Expansion Joints (Preformed Joint Filler) W dy06p2 Utility B- Se Duntmy, Sidewalk 002 Max. Joints, Tooled Strip sitlewalk B /a Dummy Joints, Tooled 0_05 (MBX)_ Varies Varies 5' n.) Varies (6 Min.) Sidewalk Lend/rip C- y4 Formed Open Joints G 1-' 43 C e Formed Open Joints Varies (' Min.J l Sidewalk ILip 0/ Curb D Fig saw Cut Joints, Ph" Deep (Within 96 hours) Max. 5' Centers D- d$a Saw Cu[ Joints, Ili" Deep (wlMln 96 hours) Max. S Center( • • 9" 002 Max. +Note: For Additional Information On Sidewalk Cuff Construction. pate: Remove Elevated Pavement By Spading And RO/Ifng, Smooth Killing or GrlrMing. E- $a" Saw tut Joints, Ili" Deep (within 11 hours) Max. 3O Centers I 002 Max 0 02 Max"J Sidewalk 'f1�' 'ifi'^'"" E Vi 5 w Cut Joints, ]yz' Deep (within it hours) Max. 30 Centers - see SIDEWALK CURB OPTIONS details. Jolnt(s) Required When Length Exceeds 30' i�J f "I l - Varies Based on Rolling Used yi J - t(s) Required When Length Exceeds 30' 5 F- Vi Expansion Joint When Run Of Sidewalk Exceeds 110'. Intermediate F Expansion Joint When Run Of Sidewalk Exceeds 720'. Intermediate SECTION B-B SECTION C-C yz ^ locations when called for in the plans. or at locations as directed by SECTION A -A SECTION B-B RAILING DETAIL twhen called for in the plant or at locations as directed by _SECTION C-C the Engineer, thhe e Engi Engineer. P G- Cold Joint With Bond Breaker, Tooled a SIDEWALK JOINTS _ SIDEWALK JOINTS R GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS a SIDEWALK CURB RAMPS CR-C AND SIDEWALK CURB INDEX SHEET LAST C DESCRIPTION: FY 2017-18 INDEX SHEET 2 DESCRIPTION: INDEX SHEET CASs Q DESCRIPTION: FY 2OU-IB N0, NO, REVISION w FD� DETECTABLE WARNIINGS AND SIDEWALK CURB RAMPS NO. NO, LAST o FY 2077-18 NO. NO. REVISION q FD CONCRETE SIDEWALK 11101116 DESIGN STANDARDS 304 30f6 REVISION h Fps" CONCRETE SIDEWALK DESIGN STANDARDS 310 20f2a 72/01/76 s" DESIGN ST No K C Yen. Skip BUILDING PROTOTYPE: ROC60-2020 GENERAL NOTES SA' Min TV Min sW B Ir a 6• Yellow solid 1. For trafficand pedestrian signal installation, refer to Index No. 17721 through 17690. 2P Whit ¢ 1 r REVISIONS: 2/ 8/ 18 2. For public sidewalk curb ramps, refer to Index No. 304. 07 3. For pavement marking and sign Installation, refer to Indexes 3W Max. Intervals Between Double prices I1200 through 17356. Far use In Congested urban areas where available storage 6• White 6" Opl Y¢IIOW point between Intersections Is -way t and a permanent SCHEME ONE 4, Crosswalk minimum Widths: Intenec[lonCrosswalkE. PX,,of turned,Ifromthe nNTwo-wayturningonetothe PROJECT UMBER: 27080-001-01 MidDlo[k Crosswalk 10'. exdusNp turning lane [din not be datprmined. Use Stop LOW S. All crosswalk marking shall be white. on later action B. Carved to al ones a SGEelp path ofvEmphasis Crosswalk shall be wide and Only 4' Min. 34" White spaced to avoid the wheel path of vehicles as shgwn In detail.Radius Point T The 61Vudimaximum space shalhecmarkings shall teachhot e*line. A a PROJECT NAME: P,S.L-BURGER KING @ KfTTERMAN longitudinal marking Shall De [entered at the lane of Additional Idngitutlina/ markings snail be p/a[etl at the rental of 4acn lane (1/2W), let 1p ElyWhere the Crosswalk is skewed to the lane lane )IMF. the Special B' B 4' Mia. Emphasis longltutlal lines Should be parallel to the iene line. �.II 29 PROJECT ADDRESS: 659E U.S. HIGHWAY I 12 - 12"Wolfe 2Y White -6"Yellow 24" White � B" white fY obi Yellow Yello IB" 45• PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 SPECIAL EMPHASIS Nib TS Flo use In sBeef & suburban areas where an adequate 300Max. Intervals Between Double Arrows storage lane length can be specifically determined. MARKINGS 24- white (WITH SINGLE LANE LEFT TURN CHANNELIZATfON) SCHEME TWO I? Whit. / 17White Er �f TWO WAY LEFT TURN LANE CLIENT: VERDAD REAL ESTATE i CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. 24" Wh¢e STANDARD Z W 24"white-- MARKINGS ZZ 6p'Max. �\ CLIENT ADDRESS: SOUTHLAKE, TX 76092 Lane line IT white 1T White For Crosswalk For Crosswalk A Lane line `go - �, DATE: 8i16i17 DWG: PRJI x Min Lane line gp 1 C W CodAN"ba,, TIMOTHY W. IT HandC� _ Lane line \\ ` srodi �'"' STACKHOUSE 2P White all. LICENSE NO 81400 Lana line Fo Crosswalk a w `\`�/ REVISIONS: Q REVISED PER COUNTY COMMENTS �.� �� STgC�!FLORIDA CERTIFICATE OF AUTHORIZATION T.• t, �, 319,71 SPECIAL EMPHASIS For White • �\CEN$�c'•.;70 A CROSSWALK MARKING •. (/ i DETAIL _ N 122 CEDAR WOODS TRAIL 1 1 ✓ 1 4 / 17 Q DETAIL ADDED For Crosswalk - - inc,ECIAL EMPHASIS AND STANDARD CROSSWALKS 1T wrote TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION -* : �) ; /ANTON, GA 30114 R LAST C DESCRIPTION: FY 301J•IB NO. NO. i-0 ■■■ W INDEX SHEET • VISION e �2 11�27�17 usr oDESCRIPTION: N0. NO. H/OI/I6 FD PAVEMENT MARK �� STATE018 '•� 67$-462-4072 FDOT DESIGN STANDARDS INDEX SHEET DESIGN STANDARDS ]7346 6 0f 17 ., oiviloonoulkin En ineerAne.0on1 aEvrsloN �, SPECIAL MARKING AREAS i F ' 07/o1/DBE FY 201212013 ]7346 9 i��S •.-�ORIDP.•' r\�� 9 9 2 3 2�8�18 Q DETAIL ADDED 3 ENGINvivilly/OROF`RE\CORD DETAILS C15 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CUENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIML CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO Chill- CONSULTING ENGINEERS, INC. 35.D8 FT -.I 47.32 FT PROPOSED SYSTEM SYSTEM BASE STONE IN 6 TOP STONE IN 6 SECTION HEIGHT FT. 2.46 AREA BE 3,977 PERIMETER FT 368 CHAMBER, EA 433 END CAPS EA 54 EXCAVATION REQUIRED* C 362 PION -WOVEN FABRIC REQUIRED-- BY 9B4 MAIN HEADER RDW LENGTH LF 963 STONE REQUIRED CY 271 TOTAL STORAGE"*" CF MULTIPLIED SYSTEM AREA. IT ODES NOT INCLUDE EXCAVATION NEEDED FROM TOOF STONE TO BASE OF PAVEMENT. *"FABRIC REQUIRED ON TOP, SIDE AND BOTTOM OF SYSTEM -ASSUMES STONE VOID SPACE OF 40% (PER DESIGN NOTES) NOTE: QUANTITIES GIVEN ARE NEATL;NE AND DO NOT INCLUDE WASTE OR EXCESS NEEDED FOR OVERLAP 67.15 FT 06" PVC CONNECTOR PIPES (14 TYR) �- MAIN HEADER ROW (7 TYR.) 012" HEADER ROW CONNECTION PIPE (7 TYP.) PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 6156 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)l 13.56 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 13.06 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT) 13.06 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 13.08 70P OF STONE 12.06 TOP OF CHAMBER 11.56 BOTTOM DF CHAMBER 10.10 BOTTOM OF STONE s;6D 34.50 F, X 0 5 10 20 Scale in fee® y% Y� ��y �7 R_�EN J{ 1 KI I UN LAYUU T DESIGNED BY: DJM 1`, l�)1r ;I _ M6 CHAMBERS OWNER: VERDAD REAL ESTATE cxcTc REVISIONS: _ - ' SiORMWGTER SOLUTIONS 4.., DM 2-1&19 BURGER KING ENGINEER: CIVIL CONSULTING ENGINEERS, INC. DJM3-1a1s 7600 GRAND RIVER, SUITE 195 __ DJM 3151E BRIGHTON, MI 48114 ----- ------ -- - _ PHONE (810) 222-7652 • FAX (810) 222-17W PORT ST. LUCIE, FL DJM 3-21-18 VVWW.TRITCNSWS.COM 11-9-17 TRITON PROJ. #: 4610 NOTES: 1. PIPE/MANHOLE CONNECTIONS TO BE GROUTED. 2. PIPE/CHAMBER CO PER LATEST INSTAL INSTRUCTIONS. CASTING PER ENGINEER'S SPECIFICATION 1Gibl_ammolg/1. • S-29 CHAMBERS = 24" (610mm) • S-22 CHAMBERS = 24" (610mm) • C-10 CHAMBERS = 18" (450mm) • M-6 CHAMBERS = 12" (300mm) MIN I 24" (61( AND BOTTOM OF CHAMBERS CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT CHAMBER SYSEMFOZING, SPECIFIC R HEADER ROW ACCESS APPLICABILITY 5THE ULTIMATE TRITON CHAMBER SYSTEM DESIGN y �T x- PROIECT.IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER l� TO ASSURE THAT THE STORMWATER SYSTEM DESIGN 151N FULL COMPLIANCE WITH ALL APPLICABLE LAW S REGUALTIONS. TRITON STORMWA ER SOLUTIONS _.._., T sR PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 7600 EAST GRAND RIVER, STE.195 STANDARD MH CONNECTION TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER BRIGHTON, RIVER, 4 --- - - - _- SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. PHONE {810) RIGHTO • FAX: (810) 222-1769 REMSFD: THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS.- WWW.TRITONSWS.COM TRITON -STANDARD DETAILS 81-28-18 JWM \ A REVISIONS: A STORMTRAP DETAILS ADDED Ai 11/27/17 A STORMTRAP DETAILS REVISED 2/8/IS Q SYSTEM REVISED TO BE TRITON Q3/23/18 AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL, SIDES AND TOP ONLY END CAP PIPE CONNECTION MAX O.D. (see table) OPTIONAL 06" 150mm) UNDERDRAIN W/ SOCK PER ENGINEER (TYP) STANDARD END CA P J"-2" (20-50mm) WASHED, CRUSHED, ANGULAR STONE (IGNEOUS RECOMMENDED) To TRITON CONNECTOR PIPE CHAMBER GRANULAR WELL GRADED SOIL/AGGREGATE (012" (300mm) MIXTURES. <35% FINES, COMPACT IN 6" PVC SHOWN) (150mm) LIFTS TO 95% PROCTOR DENSITY. \ SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. PAVEMENT _CHAMBER WIDTH "MIN CHAMBER (see table) SPACING 12" MIN (see table) (300mm) 1�f a` i�Ijl f Yj1:,f f • �f �1 f -1 F-f f • I �f • � 'I .. 1�• • I • �i'1 PIPE 0 MIN (6" 150mm) SHC CENTER TO CENTER LENGTH (see table) CHAMBER WIDTH CHAMBERSPACING CENTER TO CENTER LENGTH CHAMBER HEIGHT MAX END CAP CONNECTION 529 59"(1499mm) 75"((10mm) 66.5"(1690mm) 36"(914mm) 32"(813mm) S22 55" (1397mm) 6.0" (150mm) 61.0" (1549mm) 35" (889mm) 30" (762mm) C10 39.7" (1008mm) 6.0" (150mm) - 45,7" (1161mm) 25" (635mm) 20" (508mm) MIS 33.6" (853mm) 6.0" (150mm) 39.6" (1006mm) 17.5" (445mm) 14" (356mm) •7.5" (190mm) SPACING OF DISTRIBUTION ROWS IS REQUIRED ONLY WHEN A PERPENDICULAR MAIN HEADER ROW IS USED. IF AN INLINE MAIN HEADER ROW IS USED, THEN MIN SPACING CAN BE 6" (150mm) THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT 15 THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORM WATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPUCABLE LAWS AND REGUALTIONS, TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TR TON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. "STORMWATER IONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 W W W.TRITONSWS.COM NOTES: • TRITON HEADER ROW SEDIMENT CONTAINMENT AND SCOUR PROTECTION OPTIONS: _ •• SEDIMENT FLOORS PLACED ABOVE ONE LAYER OF AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL. •• IMPERMEABLE MEMBRANE. CONNECTOR PIPE •• TWO LAYERS OF AASHTO M288 CLASS 1 (see table for WOVEN GEOTEXTILE OR EQUAL max O.D.) • GEOTEXTILE OR IMPERMEABLE MEMBRANE TO BE PLACED AS ONE PIECE, LENGTHWISE ABOVE BASE STONE: •• 7.0' (210 mm) WIDTH FOR S-29 CHAMBERS •• 7.0' (210 mm) WIDTH FOR S-22 CHAMBERS END •• 5.5' 1 mm) WIDTH FOR C-10 CHAMBERS CAP •• 5.0' (150 mm) WIDTH FOR M-6 CHAMBERS • SEE ACCESS DETAIL FOR TRITON HEADER ROW ACCESS MAX DIAMETER FOR CHAMBER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THI5 SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS, TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORM WATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS, HEADER ROW SEDIMENT CONTAINMENT AND SCOUR PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE (SEE NOTES FOR OPTIONS) CONNECTOR PIPES (see table for max O.D. HEIGHT (see table) ` 6" MIN (150mm) ENGINEER TO VERIFY SUITABILITY OF SUBGRADE SOILS CHAMBER CROSS SECTION INFILTRATION TRITON -STANDARD DETAILS REVISE.- 02-26-18 JWM HEADER ROW HEADER ROW I I HEADER ROW SEDIMENT CONTAINMENT AND SCOUR 12" MIN PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE (300mm) TO BE EXTENDED UPWARD ALONG THE HEADER ROW CHAMBERS APPROXIMATELY 1' (300mm) ON SIDES AND ENDS (SEE NOTES FOR OPTIONS) I N S70RMWA7ER SOLUTIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 W W W.TRITONSWS.COM CHAMBER SPACING (see table) 12" MIN (300mm) 18" MIN I (450mm) 66 150mm) 6" MIN (150mm) TRITON MAIN HEADER ROW TRITON - STANDARD DETAILS REVI8E0: 01-2846JWM BUILDING PROTOTYPE: ROC60-2020 AREVISIONS: 3/23/18 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE owl -oil , LICENSE NO 81400 W,...... %.,� FLORIDA CERTIFICATE OF AUTHORIZATION p �10ENSF' yOG 31971 # N 0 122 CEDAR WOODS TRAIL J� _ ®r,nc CANTON, GA 30114 ; 3 4/23/18 f 678-462-4072 �0,�'•• STATE OF <C/� CivilConeultingEngineeerino.Dom ENGINEER OF RECORD STORMWATER DETAILS CI6 'P�- iwuncn rvnn Inc 11111111 AND ULNUN5 PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. 44" (1115mm) DIAMETER X 5' (125mm) CIRCULAR CONCRETE TOP SLAB WITH 12" (300mm) DIAMETER CONCENTRIC ACCESS HOLE EXTEND RISER PIPE APPROX. 3" (75mm) INTO THE TOP SLAB MAX PIPE SIZE FOR RISER • S29: 24" (600mm) • S22: 24" (600mm) • C10: 18" (450mm) • M6: 12" (300mm) 'RISER PIPE CAN BE PVC OR DUAL WALL CORRUGATED PIPE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL EXTEND RISER PIPE A MIN. OF 5" (125mm) INTO THE CHAMBER I NEENAH R-1976 FRAME AND LID OR EQUAL 18" MIN (450mm) 6" MIN 150mm) 6" MIN (150mm) ��ii,��iiYr��i� CONCRETE ) ONCRETECI3 WITH BASE NOTES: BASE SLAB 1. CONNECT RISER TO CHAMBER PER LATEST INSTALLATION INSTRUCTIONS CONCEPTUAL PLAN TENCO PASS THE TRI ■ ON TOP ACCESS THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND /"STORMWATER � GRE-� APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC IIG PROJECT. IT ISTHE ULTIMATE RESPONSIBILITY QFTHE DESIGN ENGINEER TO ASSURETHATTHE STORMWATER SYSTEM DESIGN IS IN FULL -COMPLIANCE WITH ALLAPPUCABLE LAWSANO REGUALTIONS.TRITON _ IONS.. SMALL DIAMETER CONNECTION PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 7600 EAST GRAND RIVER, STE.195 TRITON'S MINIMUM REQUIREMENTS, TRITON STORMWATER BRIGHTON, MI 48114 REVISED: SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. PHONE: (810) 222.7652 • FAX: (810) 222-1769 TRITON -STANDARD DETAILS THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DWESIGN DECISIONS. W W.TRITONSWS.COM 01-28-18 JWM REVISIONS: A STORMTRAP DETAILS ADDED A11/27/17 A STORMTRAP DETAILS REVISED QSYSTEM REVISED TO BE TRITON 2/8/IS A3/23/18 TRITON M-6 PRODUCT SPECIFICATIONS 1.0 General 1.1 Triton chambers are designed to control stormwater runoff. As a subsurface retention or detention system, Triton chambers retain and allow effective infiltration of water into the soil. As a subsurface detention system, Triton chambers detain and allow for the metered flow of water to an outfall. 2.0 Chamber Parameters 2.1 The chamber shall be injection compression molded of 1010 green soy resin to be inherently resistant to environmental stress cracking (ESCR), creep, and to maintain proper stiffness through temperature ranges of -40 degrees F to 180 degrees F. 2.2 The material property for the chamber and end cap must meet or exceed the following: Tensile Strength- Ultimate: 21,755 PSI Tensile Strength -Yield: 17,404 PSI Tensile Modulus: 1,750-2,240 PSI Flex ModulL4s: 1,600 KSI Flex Yield Strength: 33,100 PSI Compressive Strength: 30,457,000 PSI Shear Strength: 11,500 PSI 2.3 The nominal chamber dimensions of the Triton M6 shall be 17.5 inches tall, 34.0 inches wide and 32.0 inches long. Lay-up length is 29.58 inches. 2A The chamber shall have an elliptical curved section profile. 2.5 The chamber shall be open -bottomed. 2.6 The chamber shall incorporate an overlapping corrugation joint system to allow chamber rows to be constructed. 2.7 The nominal storage volume of a Triton M6 chamber shall be 11.5 cubic feet per chamber when installed per Triton's typical details. This equates t0 .13 cubic feet of storage/square foot of bed. 2.8 The chamber shall have both of its ends open to allow for unimpeded hydraulic flows and visual inspections down a row's entire length. 2.9 The chamber shall have 5 corrugations to achieve strengths defined above. 2.10 The chamber shall have 5 circular and elliptical, indented and raised, surfaces on the top to the chamber for optional feed inlets, inspection ports and or clean -out access ports. 2.11 The chamber side shall be capable of accepting pipe O.D. up to 8 inches. CONCEPTUAL PLAN DISCLAIMER r+- THIS GENERIC DETAIL DOES NOT ENCOMPASSTHE SIZING, FIT, AND ,1"STURIWWATE 11 APPLICABILITY OFTHE TRITON CHAMBER SYSTEM FOR. THIS SPECIFIC r PROJECT. IT ISTHE ULTIMATE RESPONSIBILITY OFTHE DESIGN ENGINEER +1 Ili TO ASSURE THATTHE STORMWATER SYSTEM DESIGN IS IN FULL la COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS, TRITON IONS "4 :. PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 7600 EAST GRAND RIVER, STE.195 TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER BRIGHTON, MI 48114 SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. PHONE: (810) 222-7652 • FAX: (810) 222-1769 THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. W W W.TRITONSWS.COM 2.12 The chamber shall be analyzed, designed and field tested using AASHTO LRFD bridge design specifications 1. Design live load shall meet or exceed the AASHTO HS30 or a rear axle load of 48,000 pounds. Design shall consider earth and live loads without pavement as appropriate for the minimum to maximum specified depth of fill. 2.13 The charnber shall be manufactured in an ISO/TS16949:2002 and ISO 14001:2004 certified facility 2.14 The service life of the product is over 60 years under a sustained load of 10,000 PSI which is equal to the H-20 loading condition. 2.15 Designed to exceed ASTM F2418, F2787, F2922 standard and AASHTO LRFD Bridge specifications. Validated through independent third party performance testing. 3.0 End Cap Parameters 3.1 The end cap shall be Injection Compression molded of 1010 green soy resin to be inherently resistant to environmental stress cracking (ESCR), creep and to maintain proper stiffness through temperature ranges of -40 degrees F to 180 degrees F. 3.2 The end cap shall be designed to fit inside the last corrugation of a chamber, which allows: the capping of each end of the chamber row. 3.3 The end cap shall have 7 different diameter connection guides across the front the face of the bull nosed surface. The maximum diameter that the end cap can accept is 12 inches PS46,ASTM F679 PVC pipe. 3.4 The end cap shall have excess structural adequacies to allow cutting an orifice of any size at any invert elevation. 3.5 The primary face of an end cap shall have 5 corrugations and be angled outward to resist horizontal loads generated near the edges of beds. 3.6 The end cap shall be manufactured in an ISO/TS16949:2002 and ISO 14001:2004 certified facility. 3.7 The service life of the product to be 60 years under a sustained load of 10,000 PSI which is equal to the H-20 loading condition. 3.8 The nominal storage volume of a Triton M6 end cap shall be 1.84 cubic feet per end cap when installed per Triton's typical details. This equates to .07cubic feet of storage/square foot of bed. 4.0 Installation 4.1 Installation shall be in accordance with the latest Triton Installation manual that can be downloaded from the Triton website: www.tritonsws.com/support/downloads W6 PRODUCT SPECIFICATIONS TRITON - STANDARD DETAILS REVISED: 05-25-17 IW M BUILDING PROTOTYPE: ROC60-2020 ZL REVISIONS: 3/23/18 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE 4 LICENSE NO 81400 FLORIDA CERTIFICATE OF AUTHORIZATION TOENSF'�yp •�� 31971 D G122 CEDAR WOODS TRAIL nc CANTON, GA 30114 678-462-4072 Q STATE OF ��R OiviiOonrultingEngineerrino.cone NAL E?.. ENGINEEROFRECORD STORMWATER DETAILS C17 11S DOCUMENT, TOGETHER WLTH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC ru"rux hnu wcrvi ran "nn,n ii r ,,. ...... -, ",' - ,, - -- ...., ,.,.,. . .- - - -_..___...._ _.. _...__.._, ..._. 3"X2" RECTANGULAR WEIR BAFFLE CONTROL STRUCTURE - PLAN (CS-1) SCALE: 1" = 1' ELEV. = 13.25 ELEV. = 9.6 EL ELEV. = 6.50 ELEV. = 6.0 ELEV. = 5.50 3" X 2" WEIR AT INV. EL. 8.6' FDOT TYPE "C" STRUCTURE ELEV. = 12.50 MAX WATER LEVEL = 12.00 12"x18" ELLIPTICAL RCP OUTFALL PIPE BAFFLE CONTROL STRUCTURE - PROFILES (CS-1) SCALE: 1" = 1' 3" X 2" WEIR AT INV. EL. 8.6' r x18" ELLIPTIC RCP OUTFALL PIPE 18" F60T TYPE "C" STRUCTURE. ■ ELEV. = 12.00 ELEV. = 9.6 ELEV. = 6.50 ELEV. = 6.0 ELEV. = 5.50 REVISIONS: A CONTROL STRUCTURE DETAIL ADDED L Qi 11/14/17 Q STORMTRAP DETAIL ADDED CONTROL STRUCTURE DETAIL REVISED OUTFALL STRUCTURE DETAIL ADDED Q 2/8/18 STORMTRAP DETAIL REVISED. Q 2/14/18 a Q DETAIL ADDED FOR CANAL DISCHARGE PIPE Q 3/23/18 � /e\ PROFILE ADDED CONTROL STRUCTURE REVISED A BUILDING PROTOTYPE: ROC60-2020 AREVISIONS: TIMOTHY W. STACKHOUSE LICENSE NO 81400 4/23/18 :, W 0� ••. STATE P .: �!(�� IS!ONAL?.. ENGINEER OF RECORD PROJECT NUMBER: PROJECT NAME: PROJECT ADDRESS PROJECT ADDRESS CLIENT: CLIENT ADDRESS: CLIENT ADDRESS DATE: 8/16/17 3/23/18 27080-001-01 P.S.L-BURGER KING @ KITTERMAN 6598 U.S. HIGHWAY I PORT ST. LUCIE, FL 34952 VERDAD REAL ESTATE 1211 S. WHITE CHAPEL BLVD. SOUTHLAKE, TX 76092 DWG: PRJI FLORIDAOF •' • 31971 CQel• • 1 678-462-4072 STORMWATER DETAILS MR • CUMENT, TOGETHER NTH THE CONCEPTS AND DESIGNS. PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL PEiW1THOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. / Flat Bar Dia. x AV Long Hex Bolt, Flat Washer, Fender Washer, And Lock Nut, all Stainless Steel. (6 Required Per Skimmer) Bolt & Flat Washer Front Panel - Front Panel Front Panel Bolt Spacing Varies See Sheet 2 Fiat Bar 1LAST REVISION 07101113 REVISIONS: A 2/8/18 Side Panel Fender washer & Lock Nut VIEW A VIEW B QTHIS SHEET ADDED Front Panel See View A IN I m a3 Flat Bar PLAN tn Expansion Anchor Spacing Varies, See Sheet 2 Top Of Structure Side Panel -\ Side Panel Flat Bar w IFront Face Of Structure w h W,041 `rA>W I I l SIDE VIEW FY 2077-18 F® _ DESIGN STANDARDS / Side Panel Structure 1 s'e' •� e:.' �'e" Dia. Stainless Steel Stud Type Expansion Anchor With Nut And washer Embedment Depth - 2W. Anchors To A Installed According To The Manufacture Recommendations (12 Required Per Skimmer). ¢ Expansion Anchors / / I t /l / PICTORIAL VIEW GENERAL NOTES 1. This skimmer is intended for use on Type C, D, or E Ditch Bottom Inlets that are used as outlet control structures of stormwater management facilities. 2. The side panels are dimensionally symmetric, therefore they may be used on either side of the structure. 3. Two (2) skimmers may be constructed on one structure provided they are on opposite ends. 4. The width of the front panel (dimension W) shall be the same as the outside dimension across the front of the structure. 5. The front panel, side panels, and flat bars are to be hot dip galvanized after fabrication. 6. The location of the reinforcing steel in these structures must conform to the applicable standards to avoid conflict with the expansion anchors used to attach the skimmer. 7. Grates to be used on the inlets unless otherwise specified in the plans. 8. A skimmer consists of two (2) side panels, one front panel, two (2) flat bars, and accessory hardware. The cost of skimmers Is to be included in the cost of the inlet. DESIGN NOTES 1. The designer must specify, in the plans, the skimmer height (dimension H) and. the sides where the weir slots and skimmers are located. The skimmer height must be one of the dimensions shown in the table on Sheet 2. The skimmer should not be used on structure sides with outside dimensions. greater than 6-4". 2. To minimize hydraulic losses across the skimmer, the flow area under the skimmer should be three times larger than the flow area of the weir slot. The distance between the pond bottom at the structure and the skimmer shall be not less than I fact. 3. The configuration of skimmers may be subject to regulatory requirements. The designer should coordinate the outlet control structure details with the permitting agencies. 4. Where this skimmer Is used, the designer should reference this Index with the outlet control structure details. Where a different skimmer design is needed, the designer should provide skimmer details in the plans. 5. The designer shall evaluate If a grate Is needed for safety reasons. Where a grate Is not needed for safety reasons and is not desirable for hydraulic or other reasons, the designer may omit the grate by stating so in the outletcontrol structure details. 6. The designer must show the configuration of the weir slots In the outlet control structure detail. INDEX SKIMMER FOR OUTLET CONTROL STRUCTURES NO 240 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL (42" Height shown, 48" Height Similar) TABLE 1 - RAILING MEMBERS MEMBER ALLOY... DESIGNATION OUTSIDE DIMENSION WALL THICKNESS Posts (Type "A" & "B") 6061-T6 RT 2x2xO.250 2.00" x 2.00" 0.250" Posts (Type "C") 6061-T6 Extrusion 1Y2x2!12xO.125 1.50" x 2.50" 0.125" Top Plate (Type "C") 6061-T6 Extrusion (See Details) 2-" x 7" Varies Top Rail 6067-T6 2�" NPS (Sch. 10) 3" Round Top Cap Rail 2.875" 3.000" 0.120" 0.125" End Hoops 6063-TS 2�" NPS (Sch. 10) 3.00 OD x 0.125 Wall 2.875" 3.000" 0.120" 0.125" Top Rail Joint/Splice Sleeves 4063-T5 2.50 OD x 0.125 Wall Top Cap Rail Inner Sleeve 2.500" 2.800' 0.125" 0.090" Intermediate & Bottom Rail 6061-T6 RT 2x2xO.250 2.00" x 2.00" 0.250" al Int. & Bottom Rail Post Connection Sleeve 6063.-T5 1.50 00 x 0.125 Wall ra) 1.500' 0.125" Handrail Joint7Splice Sleeves 6063-T5 6063-T5 I" NPS (Sch. 40) 1.50 OD x 0.125 Wall 1.315" 1.500" 0.133" 0.125" Handrails 6061-T6 1�" NPS (Sch. 40) 1,900" 0.745" Handrail Support Bar 6061-T6 " 0 Round Bar 0 50' N/A Pickets (Type 1 Infill Panel) 6061-T6 " 0 Round Bar 0.750" N/A Infill Panel Members (Types 2 - 5) 6063-T5 Varies (See Details) Varies Varies TABLE 1 NOTES: (1) Alloy 6051-T6 or 6063-752 & T6 may be substituted for Alloy 6063-T5. (2) 0.188" wall thickness permitted for rails with post spacings less than 5-9". (3) 1" NIPS (Sch. 40) non -slit rail sleeves may be substituted when welded connection Detail "K" is utilized. See Screw Slc« (3 Slots) I -- I I u, I I 4 W END VIEW (FRONT) N a SHEET LAST 0 DESCRIPTION: NO. REVISION Di 1 of 2 01101112 NOTES DIMENSIONS Skimmer Height as Specified in the Plans Bolt Spacing H D E L S Inches 12 3 %5 3 28 1 3 14 3 -% 3 28 4 16 3 -& 3 28 5 18 3 'die 3 28 6 20 4 -% 4 31 6 22 4 -% 4 31 7 24 4 & 4 31 8 26 4 -f6 4 31 9 28 4 % 4 31 10 30 5 ate 5 31 10 32 5 _& 5 31 11 34 5 die 5 31 12 36 6 N6 6 31 12 38 6 %s 6 31 13 40 1 6 die 6 31 14 4 Holes For Expansion Anchors ILI I II I I TOP VIEW L 7 yy W I _ I _ - Ln II in I I - Steel Sheet 0.1345" 9/e" Dia, W Thick (10 Gage) (6 Holes) SIDE VIEW SIDE PANEL 1. Shop Drawings are required, see Specification Section 515. 1. For bridge mounted railings, work this Index with Index 861 Bridge Bicycle/Pedestrian Railing (Aluminum) 3. Materials: A. Structural Extrusions, Tube, Pipe and Bars: Table 1 and ASTM B221 or ASTM B429 a. Top, bottom and intermediate rail corner bends with maximum 4'-0" post spacing may be Alloy 6063-T6 B. Base Plates and Rail Caps: ASTM B209 Alloy 6061-T6 C. Perforated panels (Type 5) Alloy 3003-H14 D. Stainless steel (SS) screws: Type 316 or 18-8Alloy E. Aluminum screws: Alloy 2024-T4 or 7075-T73 F. Galvanized Steel Fasteners: coated in accordance with Specification Section 962. a. Hex Head Bolts: ASTM A 307 1. diameter single bolt option, Grade 36 2." diameter four bolt option, Grade 55 b. Adhesive Anchors: ASTM F2554 fully threaded rods, Grade 55 c, Hex Nuts: ASTM A563 d. Flat Washers: ASTM F436 e. Plate Washers: ASTM A36 or ASTM A706 Grade 36. G. Shims: ASTM 6209 Alloy 6067 or 6063 H. Bearing Pads: Provide %8' thick Plain, Fabric Reinforced or Fabric Laminated Bearing Pads meeting the requirements of Specification Section 962 for Ancillary Structures. 4. Fabricate pickets and vertical panel elements parallel to the posts; except Type 2, 3 and 5 panel infills may be fabricated parallel to the longitudinal grade. Maintain a maximum clear opening of 5%a' for standard installations and 3%e' when a 4" sphere requirement is indicated in the Data Tables. 5. Locate railing expansion Joints between the posts on either side of the deck expansion joint. Maximum spacing between expansion joints is 35'-0'. 6. Field splices are similar to the Expansion Joint Detail and may be approved by the Engineer to facilitate handling; but the top rail must be continuous across a minimum of two posts. 7. For intermediate and bottom horizontal rails, the screwed joints shown may be substituted with alternate joints shown in detail "K" for Post Type "A" & "B". 8. Make corners and changes in tangential longitudinal alignment with a 9" bend radius or terminate adjoining sections with mitered end sections when handrails are not required. 9. For changes In tangential longitudinal alignment greater than 45, position posts a maximum of 2'-0" each side of the corner but not at the corner apex. 10. For curved longitudinal alignments, shop bend the top and bottom rails and handrails to match the alignment radius. 11. Handrails are required and must be continuous at landings for; A. Grades Steeper than 5%, B. Three or more steps 12, Installation: Cutting of reinforcing steel is permitted for post installed anchors. CROSS REFERENCES: Detail "A", Sheet 4 Detail "B", Sheet 4 Detail "K", Sheet 3 Y" Max. Radius or Square Corner a x 3"' ROUND TOP CAP RAiL TOP CAP RAIL INNER ALTERNATIVE BOTTOM & POST TYPE "C" SPLICE SLEEVE INTERMEDIATE RAIL SECTION SCREW SLOT SECTION SCREW SLOT DETAIL ALTERNATE- TOP RAIL SECTION FOR TYPE 3, 4 & 5 RAILINGS OPTIONAL TOP PLATE EXTRUSION SECTION (POST TYPE "C") INDEX REVISION I W V I FDOT ALUMINUM ]PEDESTRIIANIBIICYCLE RAILING NO. 17101116 - DESIGN STANDARDS 862 LAST 0 DESCRIPTION: FY 2017-18 SHEET NO. Iof9 FDOTTW FY 2017-18 DESIGN STANDARDS I W 9 (8 Holes) x Ln s W W Thick x I Wide FLAT BAR Top Flange (Cut Away) TOP VIEW Bottom Flange 450 3, W 1" Front Panel Width Varies, See General Notes U 1" ------------------------------ I I ut I i --------- Steel Sheet 0.1345" s/ic' Dla. Thick (10 Gage) (6 Holes) END VIEW FRONT VIEW FRONT PANEL, INDEX SHEET SKIMMER FOR OUTLET CONTROL STRUCTURES NO. NO. 240 2 of 2 BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 2/8/18 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211'S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE ® "ftew% too LICENSE NO 81400 \ * I I87,1 FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 ' 4 122 CEDAR WOODS TRAIL -*; Cce nn. CANTON, GA 30114 �-p 4/23/18 r L 678-462-4072 Q '•, STATE OF r' <t/� CivilConyulkingEngineevinc.eom illllllll\\� ENGINEER OF RECORD DETAILS C19 DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PDRrwe nrvu "mm rvn nn,vn ,i nme rnarmncumcuac yr m,.0 ,mrnvrcn ncu..,.v...,.. ...., ...... .". •.., .,...-.,.........„ .,gmr,.,,,,�„ ,,, v,,,� ,.- ........-.......... _..,_ __..___. _ _.._.. ...._. REVISIONS: A 2/8/18 ATHIS SHEET ADDED Cast —in —Place Concrete Cantilever Detention Pond Wal Freestanding Condition Wall Height 'A' 'B' 'C, 'E' 'F' 'G' 15' 15'-6" 2'-0" 5'-0" 3'-6" 15'-0" 1'-6" 13, 13'-6" 1'-6" 4'-0" 3'-0" 13'-0" 11' 10'-10" 1'-6" 3'-6" V-6" 11'-01, 9' 9'-0" 1'-6" 2'-6" 1'-0" 9'-0" 1'-0" 7' 6'-8" 1'-6" 2'-0" 1'-0" 7'-0" 0'-8" 5' 3'-8" 1'-8" 1'-8" 1 1'-0" 5'-0" 0'-8" Wal Height ° 'b' 'c' 'd' 'e' 'f' 'g' 'h' 'j 'k' 'I' 'm' #7 @8 #5 @12 #408 #5 @12 #7 @8 #7 @8 #5 @12 #9 @8 #7 @12 #5 08 #4 @8 #7 @ 12 15' 29" #7@10 #5012 #4010 #5012 #7010 #7 010 #5012 #8010 #7012 #4010 #4@10 #7@12 13, 29 #6 010 #5 @12 #4@10 #5 @12 #6 @10 #7 @10 #5 @12 #7 @10 #7 @12 #4010 #4 @ 10 #7 @ 12 11' 25.. #4@10 #5 @12 #4 @10 #4@12 #4@10 #6 @10 #4 @12 #6 @10 #5 @12 N/A #4010 #5 012 9' 17" #4010 #5@12 #4@10 #4@12 #4@10 #4010 #4@10 #5@10 #4@12 N/A N/A N/A 7' 17' 17" @ 12 #4 @ 12 #4 @ 12 #4 @ 12 N/A #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 N/A N/A N/A F70te 1 Note 2 Note3 3 Note 1: Reinforcement at mid —thickness Note 2: Standard Hook at Heal Note 3: Standard Hook at Toe CONSTF C 3" COVE Detention Wall — Freestanding Condition Q 0 m w DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. TIMOTHY W. STACKHOUSE LICENSE NO 81400 ST .��.,�� ..... ACC 2/8/18 ��Q • STATE OF ;' ((�� ENGINEER OF RECORD BUILDING PROTOTYPE: ROC60-2020 REVISIONS: PROJECT NUMBER: PROJECT NAME: PROJECT ADDRESS PROJECT ADDRESS: 2/8/18 �LIF:�I 11 1 P.S.L-BURGER KING @ KITTERMAN 6598 U.S. HIGHWAY I PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: DATE: 8/16/17 DETAILS SOUTHLAKE, TX 76092 DWG: PRJI FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL CM CANTON, GA 30114 678-462-4072 CirilCon�u1li ngEngioeersi�c.00m C20 LANDSCAPE COMPLIANCE SITE = 56,192 SF 10' PERIMETER LANDSCAPE STRIP: 1 Tree / 30 LF Hedge @ 24 HT. / 2' o.c. Adjacent parking NORTH: 337' / 30' = 11 Trees (corn plies) (drive nic.) Continuous Parking Hedge WEST: 119' / 30' = 04 Trees (complies) Continuous Parking Hedge EAST: 155' / 30'= 05 Trees (complies) Continuous Parking Hedge/Shrubs SOUTH: 303' / 30' = 11 Trees (complies)(drive nic.) Continuous Parking Hedge HARDEE: 170 / 30' = 6 Trees (complies) Continuous Parking Hedge 10' PARKING LANDSCAPE STRIP 1 Tree / 30 LF min., 14' HT. and continuous hedge, 24" ht., spaced 2' a.c. NORTH: Combines with Perimeter LS EAST: Combines with Perimeter LS SOUTH: Combines with Perimeter LS WEST: Combines with Perimeter LS EXISTING TREE MITIGATION: (2) NATIVE CABBAGE PALM TREES MITIGATED WITH SABAL PALMS AS INDICATED ON PLAN. (PLANTED WEST PORTION OF THE SITE) BUILDING PERIMETER LANDSCAPE 1 Tree / 30 LF + 1 shrub / 2 LF 274 LF Building Perimeter = 9 Trees, 137 Shrubs (Complies) 154.04 LAND MATERIAL STDS. Palms: 25% max. (complies with 12%) Flowering: 20% min. (complies with 20%) Native: 50% min. (complies with 75%) Parking Lot Islands: 75% Evergreen Shade (complies with 83%) VEHICULAR USE AREA- 25,887 /18 -1,438 SF ,i �_ ____ -__ - - - - - - - - -- -----� �� \\ (REQUIRED INTERIOR L.S. AREA) r s89° 47' 18.12"w 202.116' 2,863 SF PROVIDED (complies) SHOWN AS VUA TREE ON DRAWING 50.000 -_f-f I 1 -- --- - _. T --- R ,v - \ �� I.P. One tree per 180sf 8 Trees 12' 41.88' \\\ �O�r — J FND. / ( ) i I 5-- .5 -----_ , 1--�-- E-4942 I o:a \\\ — --- AHIA GRASS SOD FOR DISTURBED AREA IN COUNTY ROW I - - - - - - - - \ SOD ANY AREAS �- - - _- ________ __-_-_. - - - - - - I --------- -------- ------- -DISTURBED DUE. TO ------ \ ice' CONSTRUCTION (ON � SET REBA \ \/ �I SITE OR. ADJACENT \ j� _ /\ 1 D H E V E �I U�� (� 0 ) �� THE SITE) Il qqq / OD 15' LANDSCAPE STRIP \ #'1. PROVIDE 8 DIA. MULCHED TREE Nl\ \ - - I CIRCLES. P.S. 686 - -- - I ISE _ �ROPOS - _ 47'18"E ------'-- A L I O.Ogi-- - ESS I 3 B.CYPR I A 1 I w LINE To E B Nc'n L� v D,�, F4 I it I I D C I 2 W 8:7 I I�, , 14 VL7, A?s I4 4� I, e II z I 0 } \ I , ' }I \ \ z iv z � \ tt \ No•n'_ZZ w ;a I\ \ I ` CIVIL \ 143,98 FOR M \ \ LSIDEWALK \ "\ \ \ Cra } DETAILS --- I v l \A&a �L, I G-w I �T � w o, U a Ili 3 SABAL, 'A', 'B', 'C' _ — ROOT : .I VILLA ■ BAAR IEIR, INC. DUAL PURPOSE PANELS =' -7 WPA with 11 V. LJnbrcun SP CM AT 0 - 41 SF.LLCIDESIRED SIZE MATERIAL: HIGH DENSITY RECYCLED TEST TYPICM, FOR APPLICATION POIYEI'HYLENEWOHVELLA METHOD VALUE MAIDITMALECONNEC 1ON &91PR10 EYERY6 DENSITY 1) 1505 £D Z TENSILE EX D IT38 TENSILE STRENGTH 0 YEILD D 658 ( N) 4200 a PSI ELONGATION U(2'IMIM) NJ D 638 10% C TENSILE MODULUS D 638 5ANPSI 22 ELASTICITY LA BREAK Q•IMINJ. D S:WO PSI 747 YI FLEXURAL MODULUS ] D 256 6.5 FT I'SL ❑ STIFFNESS INFLEXURED 2S6 6.5 FT. NOTGHED.IZOD IMPACT D 1822 IE. / T 51RENGTH D 1525 LB. 11 O IZ CARDN SSI(SHORERENGTH D 152s a IIN.2 HARDNESS NING POINT a 746 27 YICAT ENESS TEMRAT-1 P BRITTLENESS DY 643 158, PF DEPLECTION'CEMPERATURE B 66 P51 1 S8° P N.-. 1. PANELS ARE AVAILABLE M.065&.085 THICKNESS. Tull Free (8001654 067 • (981) 253-Q20 • Fa. (866) 8054552 • (714) OW4102 •. wwwsad&0fl1can • www.v8larooMaMMmm TREE LIST 0 10 RED MAPLE - ACER rubrum v. Red Sunset 2.5" DBH, 12' HT. min. / 5' Crown Spread •p �40 o'1o03 PIGEON PLUM - COCCOLOBA diversifolia �y Oa�o 0•s_�p ° 0 2.5" DBH 12' HT. min. / 5' Crown Spread p•o ° 02 SOUTHERN RED CEDAR - JUNIPERUS virginiano var. si 2.5" DBH, 12' HT. min. / 5' Crown Spread 02 SOUTHERN MAGNOLIA - MAGNOLIA grandiflora 2.5" DBH, 12' HT. min. / 5' Crown Spread 07 BALD CYPRESS - TAXODIUM distichum 2.5" DBH' 12' HT. min. / 5' Crown Spread O 09 LIVE OAK — QUERCUS virginiona 2.5" DBH, 12' HT. min. / 5' Crown Spread I CABBAGE PALM - SABAL palmetto A C 02 (A) 10' Min. Clear trunk height 02 (B) 12'-14' Clear trunk height 03 (C) 16'-18' Clear trunk height 14 QUEEN'S CRAPE MYRTLE STANDARD \ LAGERSTROEMIA speciosa 2.5" Cal,, 5' Crown Spread NOTES I NO LANDSCAPING SHALL BE PLANTED IN A MANNER THAT WOULD ADVERSELY AFFECT UTILITY EASEMENTS. LANDSCAPING SHALL BE IN COMPLIANCE WITH CHAPTER 153 OF THE CITY OF PORT ST. LUCIE CODE OF ORDINANCES, PSLUSD TECHNICAL SPECIFICATIONS AND POLICIES. ALL LANDSCAPING WITHIN CITY UTILITY EASEMENTS SHALL COMPLY WITH PSLUSD TECHNICAL SPECIFICATIONS, POLICIES, AND CODES. ALL LANDSCAPING SHALL MEET THE LATEST PSLUSD LANDSCAPE POLICY AND SHALL NOT BE PLACED IN A MANNER THAT WOULD CREATE CONFLICTS WITH THE INTENDED OPERATION AND MAINTENANCE OF ANY EXISTING UTILITY. TREES SHALL NOT BE PLANTED WITHIN TEN (10) FEET OF ANY PSLUSD UNDERGROUND INFRASTRUCTURE. NO LANDSCAPING OTHER THAN SOD GRASSES SHALL BE LOCATED WITHIN 5' OF A PSLUSD APPURTENANCE SUCH AS A WATER METER ASSEMBLY, BACKFLOW DEVICE, FIRE HYDRANT, SANITARY SEWER CLEANOUT. 1 MATCH EXISTING J °ROOT BARRIER P RP ruAL EAASEMENT� THE CONTRACTOR SHALL INSTALL A VILLA ROOT BARRIER OR EF 0.R. i837, PG. 305 1-- AS PER\Q.R., Pc. 2I2I - APPROVED EQUAL FOR ANY TREE WITHIN 5' OF ANY SIDEWALK OR HARDSCAPE ELEMENT. THE ROOT BARRIER SHALL BE A MINIMUM SET #5 REBAR P,S.M, 6868 OF 24" DEEP AND EXTEND A MINIMUM OF 20' IN EITHER DIRECTION FROM THE CENTER LINE OF THE TREE SET BETWEEN THE JT STRIPING HARDSCAPE ELEMENT AND THE TRUNK OF THE TREE. THE CITY (TYPICAL) MAY REQUIRE A 36" DEEP ROOT BARRIER FOR LARGER SHADE TREES; THE CONTRACTOR SHALL COORDINATE DEPTH OF ROOT BARRIER WITH THE ON SITE INSPECTOR. • -2'33"E 100.00' R/w /ALL LAWN GRASS ' TO BE BAHIA GRASS \ /07 C( \ / S*. 07 11 F YAUPON Y7 GE, 2' O.C. SAB-- AL PALMS PLANTED - AS MITIGATION FOR CABBAGE --PALMS REMOVED 14 LIRI0 Et 07 ABELIA T AR iL — DGRAS 1BELIA < VUA ,OW, P.P. _ ��• 3 C.M f E ' PROPOSED_ — BUILDING SHRUBS l RUICK SERU/C E Saw Pdlmett...... 8 / RESTAURANT Pitt.Dwarf.......... 38 ROTOTYPE: ROC60-2020 Plumbago .......33 2,967 SF GlossyAbella...... 25 BLDG HT: 20`-7" j Sand Cord .......03 12 P7 PARKING SPACE. ' Sand Cord .......12 ' Liriope...............100 FFE 14,00' "I f-T-AREO. L''. �I- _ J vo ° PROPOSED-- ---- CRAPE MYRTLE _ 2'- WATER SERVICE ---- ` VUA TREE L/N VUA TREE OAK DWE. YAUPON HEDGE, 2' O.C., 3' SOD �184 - A - -• STRIP - SCREENS PARKING �. RUNS LENGTH _ OF PARKING �r✓L-�^r 6 C.MYRTLE NORTH: 0 ITIS THE CLIENT OR CONTRACTORS RESPONSIBILITY TO CONTACT UTILITYCOMPANIESPR/OR TOANY CONSTRUCTIONAS THELOCATION OFUTILITIES SHOWN ON THISPLATAREAPPROXIMATEAND POSSIBL Y Know what's below. INCOMPLETE. THEREFORE CERTIFICATION TO THE Call before you dig. L OCATION OFALL UNDERGROUND UTILITIES ARE WITHHELD. NOTP E DONERON CANY TREES TREES WILL BE INSPECTED PRIOR TO INSTALLATION MUST BE OF SUFFICIENT QUALITY SO THAT NO SUCH PRUNING WILL BE NECESSARY -3 GUY METHOD TH REMOVE AFTER /I YEAR RBORTIE' q MULCH//4" SAUCER REMOVE AFTER 1 YEAR -PLANT 2" HIGH WOVE 1-1 2 URLAP REMOVE 1/0. - 1 2 W1RE CAGE DISPOSEF SIT TAPER MULCH TO TRUNK DO NOT PLACE DIRECTLY AGAINST TRUNK. FIN. GR. g�A�B"a g�Db4 �nLL: TOUALLOWSROOT PENS RATION USE ARBORTIE STAKES PLANTING SOIL (SEE SPECS) `UNDISTURBED SOIL BALL BALL DIA. DIA. GUYED TREE PLANTING NOT TO SCALE ANY ROOT OR BRANCH PRUNING SHALL BE DONE ONLY BY A LICENSED ARBORIST AT CONTRACTORS EXPENSE. NO GRADE GRANGE IS TO OCCUR IN TREE SAVE AREA. NO TREE WELLS OR AERATION SYSTEM. DO NOT DISTURB ORIGINAL GRADE. DEAD TREES AND SCRUB GROWTH — SHALL BE CUT FLUSH. WITH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. ORANGE SAFETY FABRIC ON WOOD POSTS; 2"x4%4' STANDARDS AND 1N4" RAILS. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. NOT TO SCALE TREE PROTECTION FENCE SHALL BE PLACED AROUND RELOACTED NATIVE PLAMS AND MAINTAINED DURING THE COURSE OF CONST. SCALE: 0 20' 30' 40' SCALE: 1"=20' I TREE PROTECTION AREA: NO GRADING; NO TRENCHING, I,I NO MATERIALS STORAGE; z NO VEHICLES a of SILT FENCE ALONG OUTER UPHILL EDGES SEE EROSION CONTROL PLAN NO TRENCHING/TUNNELING FOR UTILITIES IN TREE SAVE AREA REVISIONS: DATE # 10-27-17 11-22-17 01-04-18 02-06-18 03-07-18 03-20-18 OF F-4 P PETER 844 Q STERN \ i SO'17'27"E 2 MAGNOLIAr^ -. VUA TREE HEDGE 2' 0. C. BAL A SA . ... 1 o � SABAL B ..1 ' -�\ �� `S \ 03 B.CYPRES SABAL C .. 2 \ \ DETENTION POND ) \ \ \ \ \ S' (SEE SHEET C20 OD 15' LANDSCAPE STRIP rl BIBS///� PROVIDE 8' DIA. MULCHED TREE 'y�T27"E 7 \ \ \ O DWF. PITT. // _. •CIRCLES. ,i 43..5' cE I 4 HT. MIN. \ :.� �RE45E •'!• :a \ .. 8 ABELIA % W C.MYRTLE \� I - WHEDGEAX R#25NTR\QCTOR TO\ OCATE \ \\ PERIMETER l = E /STINiG UNDERGROUND \ 5� ECTR/C\ WATER S<RNCE, AND N 1 P.PLUM 31 LIR. I FORCE MAN PRIOR 1O \ W BUILDING PERIMETER CO TRUCI�ON r Ailila ,�a< TREE — >8' 40' U/VRECORDEU4 CA !' "` 7 LIRIOPE I ACC SS EASkWENT \ \ - UVA TR. SOD CURB TO -4 VUA \ \ \ ° ro I, TOP OF SLOPE OR, TREE i-� E O ° ,. rA� -- • P I I L' \ \ \ EDGE OF WALL, I \ \ \ ^ J s ,y, o \ { SEE CIVIL FOR POND GRASSING < LIFT S�ATION PROPOSED 2" WELL \ \ \ T�II a \ PROVIDED FOR IRRIGATION - 1 _7' _ LID=10. \ 8 \ �L POSEL 0 ' ' . 20x 40RECORDED \ GAS LINE( f.. \ \ UTILITY EASEMENT \ �18' X 40' UNRIE CORDED —1 \ EEO \� \ \ C.MYRTLE\ACCESS EAS ENT ELEC. PANEL I VUA TR. \ . , 1 AK O OS IFT STATIdN BOX t 3' Soo STRIP BETWEE -, VUA TR. � � P SD E EMEN �ID=10.32' I I (TREE) LANDSCAPE PLAN CURB AND HEDGE 1 a 30 TEMP ARY �Ill ". ry .- �+1��/.1�''�`�`\��-fie. ; -'•►�•fih!�FL�'flt�.�►fi�'��fw':�®��. e • �'a•�'• `J�ta�� =: = 4MIFF �� 3gM`'77�`,'1'\`® !N �'�. a�F;iR>__ -,�L�%�i��i — _ — - R/W LINE •. AN . 8 . • �FND NAIL • . OSO —� coNsrnuc iav EASEMENr SCALE: AS SHOWN PLUM 01 DATE: 07/06/17 ABELIA..... I'll 05 CORDGR...07 � N LIRIOPE....80 \\\V — PROJECT: 17040 SHEET .� .—. .' . - --- 33'1 `�T E '11 CO). o �• \ 589.4s 43"w- �4— - 21 SHEET 1 OF � GENERAL CONTRACT NOTES i WETLANDS FLOOD PLANES STREAMS. DRAINAGE AREAS ASSOCIATED BUFFERS: THIS PROJECT IS ADJACENT TO A DRAINAGE EASEMENT . THE CONTRACTOR SHALL IN NO MANNER DISTURB THIS AREA NO DIRECT ANY SILTED DRAINAGE TO THIS AREA. REFER TO THE CIVIL DRAWINGS FOR ALL SILT FENCING AND PROTECTION OF THIS -AREA. LIMITS TO WORK: THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE WHETHER THE CONSTRUCTION WAS P T T R SHALL BE 0 IT IS THE CLIENTOR CONTRACTORS RESPONSIBILITY TO CONTACT UTILITYCOMPANIES PRIOR TOANY CONSTRUCTIONAS THELOCATION OF UTILITIES SHOWN ON TWS PLA TAREAPPROXIMA TEAND POSSIBL Y Know what's below. INCOMPLETE. THEREFORE CERTIFICATION TO THE L OCATION OFALL UNDERGROUND UTILITIES ARE Call before you dig. wITHHELD. NORTH: SCALE: 0 20' 30' 40' SCALE: 1"=20' PERFORMED WITHIN THE LANDSCAPE AREA DEPICTED ON THIS DRAWING. THE _ANDSCA E CON RAC 0 RESPONSIBLE TO TURN OVER IN A 'FINISHED CONDITION' ALL THE DISTURBED AREA EVEN IF IT IS LARGER THAN SHRUBS THE LANDSCAPED AREA SHOWN ON THE DRAWINGS, AT A MINIMUM THE DISTURBED AREA ASSOCIATED WITH THIS CONSTRUCTION SHALL BE SODDED AND LEFT IN A 'FINISHED CONDITION'. NOTES 25 WAX MYRTLE MYRICA cerifera 48" HT. MIN. NO LANDSCAPING SHALL BE PLANTED IN A MANNER THAT WOULD ADVERSELY AFFECT UTILITY EASEMENTS. LANDSCAPING PERMITS: THE LANDSCAPE CONTRACTOR SHALL WORK FROM A STAMPED SET OF PERMIT PLANS. DO NOT WORK BE SHALL BE IN COMPLIANCE WITH CHAPTER 153 OF THE CITY OF PORT ST. LUCIE CODE OF ORDINANCES, PSLUSD FROM ANY PLANS THAT DO NOT HAVE THE PERMIT STAMP BY THE MUNICIPALITY. THE CONTRACTOR SHALL RESPONSIBLE FOR ANY RE -WORK ASSOCIATED WITH WORKING ON NON -STAMPED/ APPROVED PLANS. VERIFY 228 DWARF YAUPON HOLY ILEX vomitoria nano 3 GAL., » 24 HT. TECHNICAL SPECIFICATIONS AND POLICIES. WITH THE REVIEWING MUNICIPALITY WHETHER AN ADDITIONAL PERMIT IS REQUIRED FOR ANY IRRIGATION WORK WHICH IS NOT INCLUDED ON THESE PLANS. ALL LANDSCAPING WITHIN CITY UTILITY EASEMENTS SHALL COMPLY WITH PSLUSD TECHNICAL SPECIFICATIONS, POLICIES, MOST CURRENT PLANS: THESE PLANS MAY NOT BE THE MOST CURRENT DRAWINGS AVAILABLE. IT IS THE 33 PLUMBAGO PLUMBAGO auriculata 3 GAL., 24" HT. AND CODES. CONTRACTOR'S RESPONSIBILITY TO CONTACT THE GENERAL CONTRACTOR TO VERIFY/INSURE THAT THESE PLANS ARE THE MOST CURRENT. OB SAW PALMETTO SERENOA repans 3 GAL., 24" HT. ALL LANDSCAPING SHALL MEET THE LATEST PSLUSD LANDSCAPE POLICY AND SHALL NOT BE PLACED IN A MANNER SITE OBSERVATION/DRAWING DISCREPANCIES: THE OWNER MAY OR MAY NOT HAVE CONTRACTED WITH FRAWLEY THAT WOULD CREATE CONFLICTS WITH THE INTENDED OPERATION AND MAINTENANCE OF ANY EXISTING UTILITY. ASSOCIATES LLC TO OBSERVE CONTRACTOR COMPLIANCE WITH THE CONTRACT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO THE DRAWINGS AND SPECIFICATIONS.! 42 GLOSSY ABELIA Abelia grandiflora 3 GAL., 24" HT. TREES SHALL NOT BE PLANTED WITHIN TEN (10) FEET OF ANY PSLUSD UNDERGROUND INFRASTRUCTURE. SUBSTITUTIONS: NO TREE SPECIES OR SIZE SUBSTITUTIONS WILL BE CONSIDERED UNLESS A SUBSTITUTION HAS BEEN SUBMITTED IN WRITING TO THE MUNICIPALITY AND APPROVED BY THE MUNICIPALITY. FAILURE TO COMPLY 45 WHEELERS DWF. PIT PITT. tobira wheeleri 3 GAL., 24" HT. IN THIS REGARD MAY RESULT IN THE REPLACEMENT OF ALREADY INSTALLED PLANT MATERIAL AND IN A DELAY IN NO LANDSCAPING OTHER THAN SOD GRASSES SHALL BE LOCATED WITHIN 5' OF A PSLUSD APPURTENANCE SUCH AS A T THE CONTRACTOR'S RESPONSIBILITY TO COPY THE LANDSCAPE RECEIVING THE CERTIFICATE OF OCCUPANCY. IT WATER METER ASSEMBLY, BACKFLOW DEVICE, FIRE HYDRANT, SANITARY SEWER CLEANOUT. ARCHITECT ON ANY CHANGES APPROVED BY IS MUNICIPALITY. 33 SAND CORD GRASS SPARTINA bakeri 3 GAL., 24" HT. MUNICIPAL COMPLIANCE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE MUNICIPALITY HAVING JURISDICTION THAT THE INSTALLED LANDSCAPE/IRRIGATION IS IN COMPLIANCE WITH PERMITTED DRAWINGS. 54 STEEL DE ORO DAYL LY HEMEROCALLIS Stella de Oro 1 QT. POTS THE CONTRACTOR SHALL COORDINATE WITH THE MUNICIPAL SITE INSPECTOR/ARBORIST/PLANNER ON ALL ASPECTS OF THE INSTALLATION. LANTING BED,PLANTING SOIL au'^, BACKFILL THE LANDSCAPE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS, METHODS, TECHNIQUES, OR 247 BIG BLUE LIRIOPE LIRIOPE muscori B.BLUE PINT MULCH, 3" MIN. DEPTH ° PROCEDURES UTILIZED BY ANY CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR ANY CONTRACTORS OR FOR THE FAILURE OF ANY CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE •" ASTING SOIL EMPLOYEES, CONTRACT DOCUMENTS. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE CONTRACTOR'S AS PER CITY CODE ALL SH UBS MUST BE A MINIMUM OF 24" HT. so ' WORK SITE IS KEPT IN A SAFE CONDITION FOR WORKERS AND THE PUBLIC DURING THE COURSE OF THE AT 'TIME OF PLANTING; UP SIZE CONTAINER IF REQUIRED. `1U' CONSTRUCTION AND LEAVE THE SITE IN A SAFE CONDITION AT THE END OF EACH WORK DAY. NO DISCREPANCY IN CONSTRUCTION DRAWINGS OR SPECIFICATIONS SHALL CAUSE DEFECTIVE OR INAPPROPRIATE MATERIALS TO BE _ USED OR POOR WORKMANSHIP TO BE ALLOWED/ACCEPTED. (FA) SHALL NOT BE LIABLE.FOR SAFETY ISSUES 45 - _-� RELATIVE TO TREE PLANTINGS REQUIRED BY ANY MUNICIPALITY TO BE WITHIN THE ROW. —�f-1T� 1Tf—III— CALLBEFORE YOU DIG-811-UTILITY LOCATION IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED PRIOR TO ANY DIGGING. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITIES PROTECTION CENTER IN FLORIDA 0 811, 72 HOURS BEFORE DIGGING, (EXCLUDING HOLIDAYS AND EaGE WEEKENDS) AS SPECIFIED IN THE 'CALL -BEFORE -YOU -DIG' LAW. SHOVEL CUT BED NOT TO SCALE THE CONTRACTOR SHALL NOTIFY THE MUNICIPALITY AND LANDSCAPE ARCHITECT IN WRITING, IF IT BECOMES APPARENT DURING THE INSTALLATION THAT OVERHEAD WIRES WILL INTERFERE WITH THE GROWTH OF TREES OVER RE UIRE RELOCATION AT NO ADDITIONAL COST TO THE - 3" MULCH ROOTBALL-(LOOSEN TOP 1/3 BURLAP) a c0 AMENDED 'BACKFILL EXISTING SOIL SHRUB PLANTING NOT TO SCALE REVISIONS: DATE # 10-27-17 11-22-17 01-04-18 02-05-18 03-07-18 03-20-18 TIME. FAILURE TO NOTIFY PRIOR TO INSTALLATION MAY Q / _ _ _ _ _ _ u o OWNER. I S89° 47' 18,.12"W 202.116' �� vv \� �^] n COORDINATION: THE CONTRACTOR SHALL COORDINATE AND SEQUENCE HIS WORK WITH THAT OF OTHER SITE _ _ = - _ 1 U L� o CONTRACTORS. - D13 _ I - .. - - \ \ \ -- 10:5 - R W LINE \ L - J FND. 1" LP. FIND, 1 \ I.P. SIGHT DISTANCES: PROPER SIGHT DISTANCES SHALL BE MAINTAINED FOR ALL INSTALLED PLANT MATERIAL, THE \\\ - --- - f CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF ANY INSTALLED PLANT MATERIAL INTERFERES WITH h\� _ 1.5 - - - _ _ 1 - - 942 _ - L.B. 42 co \ U ANY PARKING SPACE OR DRIVE SITE DISTANCE VISIBILITY. D - CLEANING: THE CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN AND REMOVE/DISPOSE, IN A LEGAL MANNER, _ _ _ w D AHIA GRASS SOD FOR DISTURBED AREA IN COUNTY RO - - - - - - - - - _ FROM THE SITE ALL DEBRIS THAT IS A: PART OF THE CONTRACTOR'S OPERATION. \ _ IS ANY AREAS _ - \ _ 1 - W - ----- ---- ---DISTURBED DUE 70- - ---- i Z OTHER MATERIALS: THE CONTRACTOR SHALL SUPPLY, AS A PART OF THIS CONTRACT, ALL MATERIALS j - — - - p CONSTRUCTION (ON � \ u o NECESSARY FOR THE COMPLETE INSTALLATION OF THE LANDSCAPE AS SHOWN ON THE DRAWINGS. THE OWNER _H J \ o\ -- �I� THE SITE RADJACENT , < SHALL SUPPLY THE WATER NECESSARY FOR THE LANDSCAPE INSTALLATION, THE CONTRACTOR SHALL I \/ SITE) \ ^ IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER, II�WRITING AND BEFORE INSTALLATION ANY CONDITIONS D ,/7 H D E E A :"E f V li 5 J g R \ oD 15' LANDSCAPE STRIP I� 4 N ~ r_ Z WHICH MAY ADVERSELY EFFECT THE PLANTING OR THE PROPER GROWTH OF VEGETATION. REBA / PROVIDE 8' DIA. MULCHED TREE \ OAK \ o O ' .�. 6.86 � � I CIRCLES. MAPLE o � 3 B.CYPRES l I ak PROPOSED -- - -__ : A _ - Q FINE GRADING: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO FINE GRADE THE SITE. THE 4718"E �a 3/4" WATER LINE A A LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ACCEPT THE GRADING \ �,� O,Oq' g-t % `3 (E) _47 .o '(L - 7 TO HOSE BIBS CONDITION. EACH LANDSCAPE ISLAND SHALL BE EXCAVATED TO 2 -0 AND ALL UNACCEPTABLE SOIL AND OR j R W LINE ,CONSTRUCTION DEBRIS REMOVED AND REPLACED WITH PLANTING SOIL. ' -`� / .5 9'47f8 E:, 37r D _ R NO.17 27,"W 0,4 , 7 " —�-' � SET #5 REB \ rf o c 5 00' -.. d ----I-C. -PLANT QUALITY/CRITERIA: ALL PLANT MATERIAL SHALL BE FLORIDA #1 OR BETTER. ALL TREES SHALL BE OF I 8.T > 2j I03 9S \ P.S. 'i. 6868 GOOD' QUALITY, FREE OF DISEASE, STRAIGHT TRUNKED, FULL HEADED, SYMMETRICAL AND WELL ROOTED. ALL A,o _ 7 E AS INDICATE ON THE TREES SHRUBS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED WITH SIZES D \ � � °-1 ' �' �`� � � SO'17'2 — -- - - ----+ / TRIAL FREE OF PESTS AND I 5.00 PLANT LIST OR ON THE DRAWINGS. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIAL, V I L g DISEASES. ALL ROOTBALLS, CONTAINERS & HEIGHT TO WIDTH RATIOS SHALL CONFORM TO THE SIZE STANDARDS m I O FOR NURSERY STOCK' AS PUBLISHED BY THE AMERICAN ASSOCIATION OF p ( Q�27 L2 SET FORTH IN AMERICAN STANDARDS 0 i I I - - �� 2 MAGNOLIA ' INSTALLATION . [i I _ WF. YAUPON _ _ HEDGE, 2' O. C.__ SABAL A......1 VUA TREE `� \ �\ A NURSERYMEN. THE CONTRACTOR SHALL ARRANGE AND COORDINATE PLANT APPROVAL PRIOR TO INSTALL 4 � � I � WF. YAU r- �� ', PON � �-� - '-- � 21S �� 03 B.CYPRES \ \ THE OWNER OWNER'S REPRESENTATIVE MAY AT ANY POINT BEFORE, DURING OR AFTER THE INSTALLATION BUT I1: /' zi T °s-_---�� -- --� - ----- ___ SABAL 8.....1",A V A A \ PRIOR TO FINAL ACCEPTANCE REJECT PLANT MATERIAL OR INSTALLATION WHICH DOES NOT COMPLY WITH THE y w' D.C. - A%S \ DETENTION POND I A A �- _ ABAL C....2 SPECIFICATIONS OF THIS DRAWING. ALL PLANT MATERIAL SHALL BE NUMBER ONE OR BETTER. �� HEDGE, 2 O s 1 (SEE SHEET C \ v I V ;��-- -_ �� ti (SFORDETAIL)0 V A PLANTING CONDITIONS: IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE GENERAL z I 6 - '-'"� PRO OSED ,_: �- - OD 15' LANDSCAPE STRIP \ CONTRACTOR AND ACCEPT PLANTING/GRADED/SITE CONDITIONS. PLANT MATERIAL SHALL NOT BE INSTALLED IN \ �I �� - - B/BB PROVDE 8' DIA. MULCHED TREE - 72TE \ LL AREAS WHICH HAVE NOT BEEN BROUGHT TO FINISHED GRADE OR IN AREAS WHERE BUILDING MATERIALS HAVE \ J' .I - - ° 3 C.M E . ° ° m)CIRCLES. \ N'- _ 7 DWF PITT: q 43 �5: CAO ' 1 r 1•l r f � � \ I� . r , BEEN BURIED OR NOT PROPERLY REMOVED FROM THE SITE. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO I `� I \ NO°17'� "W' r - - ---- Y , " 4' HT. MIN. W zz ,I \ � �R Asc ' d \ � 8 ABELIA -� WAX MYRTLE �' FINE GRADE' THE SITE. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY c EE CIVIL\ 143.3gg' o \ PROP9�E2 - ` 1 C.MYRTLE NTR\ACTOF TO /.00ATE SITE CONDITIONS WHICH WILL ADVERSELY EFFECT THE GROWTH OF THE PLAN MATERIAL. 3 I FOR \ \ I s J _- - - - BUILDING SHRUBSK SERVCE € BUILDING PERIMETER \ / HEDGE #25 E /S7/N� UNDERGROUND \ \ \ SIDEWALK �'1 I/, I I � i ____. _- __..T. � Saw Palmett......8 � RESTAURANT �, i °' v r° _ \ EL`ECTR/G� WATER SERI/ICE, AND CC a } I I DETAILS �" \ +. - Pitt.Dwarf..........38 ROTOTYPE: ROC60-2020 '°"'""' -- T ° TREE ' MULCH SHALL BE SHREDDED PINE BARK MULCH. ALL PLANTED AREAS SHALL BE MULCHED WITH 3 FRESHti Plumba o.... 1 P.PLUM FORCE MAN PRIOR �0 , MULCH TO \ �^ ,n a I � .�:°`. .- - - - -__._ -'I .. 9 ......33 2,967 SF _. ... � �\ I •: ° �..- cn 31 iIR. ,d'? �r _ Gloss Abella......25 \ \ BUILDING PERIMETER. CO T40' MULCH CURRENT CROP SETTLED, TREES IN SOD SHALL BE MULCHED WITH A 6 DIAMETER CIRCLE OF MU � _ � � -- : Y BLDG HT 20-7 - � I � ,� l 18� 40' U RECORDED \ �9 -.- _- - Yan onood ......�2 r -,� o° TREE LIRIOPE �� . -- = - I- P Y"' "' 27 PARKING SPACE \ ' N ACC SS EASEMENT \ \ �- i A DEPTH OF 4° SETTLED. '� � w I II ©. -.._ L�i pe...............100 FFE 14.00 � ° ��.' d { A' �q�� I OAK`` L B I II / HEDGE, 2 O.C. UVA TR. - SOD CURB TO .`VUA - \ TOPSOIL 2' OF NEW OR STOCKPILED TOPSOIL. SHALL BE ADDED TO ALL AREAS TO BE SEEDED OR PLANTED � 1' I, � S QNPA�M IR �. T-ARec ° "� � \ � I �••� j. p� 2 P.PLU - I;I s. ° .,° ° °;)°", \ - - TOP OF SLOPE OR / TREE Asa..:/ \ 1� WITH ANNUALS/GROUND COVER. TOPSOIL SHALL BE ADDED TO TREE AND SHRUB PLANTINGS IN A RATIO OF _ > W f I 1 SABAL PALMS PLANTED r I . 1AS MITIGATION FOR CABBAGE'' „ a:. ° EDGE OF WALL, / i TOPSOIL TO j SITE SOIL. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL. , n f II iY i X: —PALMS REMOVED - ,- ;; T 1 \ I \ \ SEE CIVIL FORa-H \ o� _14 LIRIOPEI \ �, � J I � � '\ POND GRASSING \ c� t I W MAINTENANCE DURING CONSTRUCTION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE LANDSCAPE a I : 07 ABELIA LT r o INSTALLATION INCLUDING WATERING, MOWING, PRUNING, WEEDING, MAINTAINING BED EDGES, PEST CONTROL AND }' I I of I 2` I'' -}--- - ° ' ° j \ \ I' LIFT S ATION \ SLOPE STABILIZATION UNTIL 'FINAL ACCEPTANCE' BY THE OWNER/OWNER'S REPRESENTATIVE. II I 3 SABAL, A, B, 'C' j `, S -� - - --- _ - -- - PROPOSED 2" WELL ��\\ \ �� \ \ \ 1 ,7' LID=10.48 SOD ALL DISTURBED AREAS ON PROPERTY AND ADJACENT TO THE PROPERTY THAT HAVE BEEN I I I \ - \ s - g PROVIDED FOR IRRIGATION - SODDING qq - PROPOSED - PROPOSEL i / - \ \ - "\ 20' x 40' RECORDED \ SODDI C� �- -- -- - _=--�--- �-'== GAS LINE, UTILITY EAS MENT V I I DISTURBED DUE TO CONSTRUCTION, THE SPECIES OF SOD SHALL BE BAHIAGRASS GRASS AND AS SUITABLE FOR �_� RAPE MYR TEE• ��-- �_"� --V18' X 40� UNR�C�QRDED I THE GEOGRAPHIC LOCALITY. SOD SHALL ONLY BE INSTALLED DURING THE APPROPRIATE SEASON. SOD SHALL BE -XIS I/'i R ALL LAWN GRASS �\ 'S' VUA TREE vUA OAK E �'� ✓ v v V A STRONGLY ROOTED, WEED, DISEASE AND PEST FREE AND UNIFORM IN THICKNESS. IT SHALL BE INSTALLED WITHIN TO BE BAHIA GRASS �,, �� v/0 �. ��__- ..- � �__', �� i -.. \ \ti, j , v c.MYRTLe�ACCESS EASE \ENT I v; ELEC. PANEL V I 24 HOURS OF DELIVERY. IT SHALL BE INSTALLED IN AREAS FINE GRADED TO DRAIN PROPERLY. ANY SOD WHICH 1 z�� \ \ \ / CREATES PONDING SHALL BE REMOVED, THE AREA RE -GRADED AND THE SOD RESET. �,� ,. V ) f 9� �,� �. \ \ _ - ,�' 1' AK �. VUA IN. 0 OS �..� /07 CORDGRASS °° �SOF� '�, ... . A184 DWF. YAUPON -- --- '',i;'��',. 3' SOD STRIP BETWEE {. A FT STATION BOX - - - VUA TR. _ ID=10.32' PLANT GUARANTEE: ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS BEGINNING Al ------ V I 2S FPTp HEDGE, 2 o.C., 3 SOD STRIP �tl^ CURB AND HEDGE \ r- - ANY PLANT MATERIAL WHICH DIES OR IS IN A :�• I 9S �� 7 SCREENS PARKING RUNS LENGTH -- FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE \ << � `r: 1 07 ABELIA ,. �. F� _ ` ',., ,.....�, �� OF PARKING �� ,. �� I;°,.. �'� `� � � _`.. '\ `\ r. �_�;-.-, �_. � � 0 30• TEMP ARY DETERIORATING CONDITION DURING THE GUARANTEE PERIOD AND HAS BEEN PROPERLY MAINTAINED, (WHICH \ \ � 077 l BACK OR 25% OF THE REBAR IN� °I / S CONSTRUCTON EASEMENT w INCLUDES PROPER WATERING). UNHEALTHY TREES WILL BE DEFINED AS A MAIN LEADER DEB ~I4� VUA T 6 C.MYRTLE- CROWN IS DEAD. UNHEALTHY SHRUBS AND GROUND COVER WILL BE DEFINED AS A MINIMUM OF NOT COMPLYING 6868 WITH SPECIFICATIONS IN THE 'AMERICAN STANDARD FOR NURSERY STOCK'. i IRRIGATION: THE CONTRACTOR SHALL SUBMIT A PRICE TO DESIGN AND INSTALL A FULLY AUTOMATIC IRRIGATION \ A �. P.P. / -- ,,;- SYSTEM WITH 100% COVERAGE FOR THIS LANDSCAPE INSTALLATION. THE SYSTEM SHALL' COMPLY WITH ALL I \ --; 2t� H� " \ 00 / P. APPLICABLE CODES AND ORDINANCES FOR THE CITY OF PORT ST. LUCIE. THE SYSTEM SHALL BE ACCEPTABLE `T _ TO FLORIDA FRIENDLY OR XERISCAPE PRACTICESAND APPROVED BY THE SITE PLAN REVIEW COMMITTEE. - i w-.mow-x-M. -W-... N-w-u,- col — PP CANC— .. >, --__. -'-__---__�`"'—mow^..—.ed--..— ,� 0. r-r•rx ccwouir - - , :. — — y .7- - THE LANDSCAPE CONTRACTOR SHALL SPECIFY THE TYPE OF CONTROL SYSTEM, THE INCLUSION OF AS -BUILT O9 CORDGRAs _ -- _ R/W P{\ £ L q _ -�.-.. .'��e --_____vca°cice>c uRHcc - .-. - � -� _ wsuv er �� _ - - - .. - __ _ _. - -°"�. DRAWINGS, THE TYPES & SIZES OF PIPES AND FITTINGS, BACKFLOW PREVENTION DEVICE, PRESSURE REDUCING o - -_- - - - - - - - - - -_ ws ca%wr - - _ - •Fe.._ - - - - VALVES SLEEVES AND LOCATIONS, CONTROL WIRE, IRRIGATION VALVES, VALVE BOXES, RAIN SENSOR, ZONING, , m `�--•'�-� � _ _�-�•-° _ - _� DRIP EMITTER LOCATIONS AND THRUST BLOCKS: _ - _ w- . w S89 4 43"W \ \ SOD ANY AREAS _ .. -, - - - ---- t � I R/W LINE \ I -FN NAIL�Cc�D K - o SO°1 7 E Ii.00 v DISTURBED DUE TO - - SYSTEM SHALL IRRIGATE THE ENTIRE SITE IN ONE 10 TEN WINDOW WITH A PEAK DAILY IRRIGATION DEMAND 1 S REBA 9 71' \S PER UNREGOBDED PLAT - CONSTRUCTION P.C3P. P.LS.38 _ _------ THE 7T ( ) f 4 CONCRETE URB ISLAND �� _ _�_- - --- -- _ - J -- -_ ' S89°45'43"W 4� - 21 CH OF .3 INCHES OF WATER TO EACH ZONE. 1{ _ I - - - - - - SH O.R9\ 1 --�-__ _- ___ _ -- ��-�`- -- _ 48 9(C) -- - TING <� FND. #5 REBA P.L.S. 4 42 RUB LANDSCAPE P THE SYSTEM SHALL MEET OR EXCEED REQUIREMENTS AS BEST DESIGN AND/OR MANAGEMENT PRACTICES BY THE t\ l DIRE$T1DN OF TRAVEL 43' �644.1. �1 -4 - M CH E - LEANING. REPLAC WITH FLORIDA IRRIGATION SOCIETY (FIS), AMERICAN SOCIETY OF IRRIGATION CONSULTANTS (ASIC), AND THE IRRIGATION _ - - - - - -^ _____= _ _`__ - ____ _ 5 REBAR P.S.M. 6 SCALE: AS SHOWN ------------------ ASSOCIATION (IA) I \' `` BLOCK WALL 1.1' WEST \ - - ---- - - PAINTS _� THE LANDSCAPE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. THE LANDSCAPE CONTRACTOR SHALL DIRECTIDN-ON-TRAVEL--I_ T - /\ /\ 4ff7 In THELCOMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A I ` _ _ [-T-T-M III %� I V- -R- lJ A D P /� E D y R -V IT I E S > S. R/W LINE AS PERjFT.-R7*W MAP IN LEGAL STORMATER : ----------CONNECT. 7ILEXlSTING CONT//CERTIFICATE OF WARRANTY, REGISTRATION AND WRITTEN GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE I�_ _ { f� CTIQN �LQ. 500 OUTFACE LOCAT/ON AND/OR INSTALL NEW AND DATE: 07 06 17 I - �� -� ---- DRIVEWAY 78" RCP CULVERT DRAID DATE OF FINAL ACCEPTANCE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ASPECTS OF ANY IRRIGATION 'p F + . -POSTED SPEED LIMIT: '30 MPH E.O.P; - -- - ---- � � - S. R/W LINE AS PER F.D,O.T• R/W MAP g" FM SYSTEM; FRAWLEY ASSOCIATES LLC, HAS NOT, IN ANY MANNER, PARTICIPATED IN THE DESIGN AND OR \ -- ---- - - -- ------------ -- - FOR SECTION N0. 94010= 500 VALVE 040 INSTALLATION OF ANY IRRIGATION SYSTEM. PROJECT 17 IF A SEPARATE IRRIGATION METER IS REQUIRED BY THE MUNICIPALITY IT SHALL BE INSTALLED TO ALL CODES AND w J l / / -0 -0 -0 SHEET ORDINANCES. \ / i i2 /W IINF nF KfiTFRMAN ROAD -CIRCD r\DTIr` Dr1CT ^^^^ ^ L-2 SHEET 2 OF 2 REVISIONS: P R/W PAI Y S89' 47' 18.12"W 202.116' R/W LINE _.1KITTERM'AN RUAU (HAVE NOTES: 1. ALL SPRINKLER TO BE MOUNTED ON MARLEX ELLS OR UNITIZED SWING JOINTS (AS SPECIFIED ON DETAILS). 2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE WHERE LOW HEAD DRAINAGE MAY OCCUR. 3. ALL TWO -WIRE CABLE TO BE MINIMUM SIZE OF 14-2 MAXI -CABLE 4. ALL TWO -WIRE CABLE TO BE INSTALLED IN 1" SCH 40 PVC ELECTRICAL CONDUIT. 5. ALL ELECTRICAL CONDUITS OPENINGS TO BE FOAM SEALED. 6. ALL WIRE SPLICES TO BE MADE WITH 3M DBR/Y-6 CONNECTORS MOUNTED IN A MINIMUM OF 10" CARSON VALVE BOX 7. ALL PIPING AND WIRING UNDER HARDTOPS WILL BE IN CLASS 200 PVC PIPE SLEEVE. 8. LSP-1 SURGE ARRESTORS SHALL BE INSTALLED EVERY 300' OR EVERY 6 DECODERS (WHICHEVER IS SHORTER) ALONG TWO -WIRE PATH. LSP-1 SURGE ARRESTORS SHALL ALSO BE INSTALLED AT ALL TERMINAL ENDS OF TWO -WIRE CABLE PATHS (STAR CONFIGURATION). REFER TO DETAIL-D. 9. INSTALLATION CONTRACTOR SHALL ADHERE TO ALL MANUFACTURER SPECIFICATIONS FOR TWO -WIRE CONTROL SYSTEM INSTALLATION (WIRE SIZING, WIRE LENGTH OF RUNS, GROUNDING, ETC). IRRIGATION SCHEDULING NOTES: 1. SYSTEM IS DESIGNED SO THAT 3 DRIP ZONES CAN OPERATE AT THE SAME TIME (SYSTEM DEMAND CANNOT EXCEED 50 GPM). 2. IRRIGATION SCHEDULE TO UTILIZE CYCLE AND SOAK IRRIGATION CONTROLLER FEATURE TO WATER WITHING CITY OF PORT ST LUCIE IRRIGATION WATER USE RESTRICTIONS. 0 IT/S THECUENT OR CONTRACTOR S RESPONS/B/L/7YT0 0 L CONTACT U77L/7YCOMPANIES PRIOR TO ANY CONSTRUCT/ONASTHE/OCA77ONOFUT/L?/ES SHOWN ON TN/S PLAT AREAPPROX/MA TEAND POSS/BL Y Know Whars beIOW. INCOMPLETE. THEREFORE CERT/F/CAT/ON TO THE before OU dig. Y /OCARONOFALL UNDERGROUNDUTILMIESARE �C811 WITHHELD. NORTH: SCALE: 0 20' 30' 40' SCALE: 1"=20' IRRIGATION LEGEND 2" IRRIGATION POINT OF CONNECTION. IRRIGATION TAP TO BE INSTALLED DOWNSTREAM OF DOMESTIC WATER METER AND SHALL ❑ INCLUDE NECESSARY WATER USE MEASURING DEVICE AS APPROVED BY LOCAL WATER AUTHORITY. SYSTEM REQUIRES 50 GPM @ 65 PSI. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE SYSTEM REQUIREMENTS AT SITE BEFORE STARTING CONSTRUCTION. WATTS #909-M1-QT-2", 2" REDUCED PRESSURE ASSEMBLY BACKFLOW PREVENTER. DETAIL-Y. ® WINTERIZATION ASSEMBLY. DETAIL-Z. �] MANUAL DRAIN VALVE. SCH 80 PVC TRUE UNION BALL VALVE. DETAIL-E. 70.0 RAIN BIRD ESP-LXD CONTROLLER. 50 TOTAL STATIONS, 2-WIRE/DECODER SET #5 REBAR © BASED MODULAR CONTROLLER, FOUR PROGRAMS, PLASTIC, WALL P.S.M. 6868 MOUNTED. DETAIL-J,K,U. IRRIGATION CONTRACTOR SHALL ALSO INSTALL A WIRELESS RAIN/FREEZE SENSOR FOR EACH CONTROLLER. RAIN BIRD 150-PEB-PRS OR 200-PEB-PRS PLASTIC ELECTRIC REMOTE CONTROL VALVE, 1-1/2" OR 2" SIZE, MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE WITH PRESSURE REGULATION DEVICES, MOUNTED WITH RAIN BIRD SINGLE STATION DECODER (FD-101TURF). DETAIL -A. RAIN BIRD 100-PEB-PRS PLASTIC ELECTRIC REMOTE CONTROL VALVE, 1" SIZE, --PROPERTY LINE MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE WITH PRESSURE REGULATION DEVICES, MOUNTED WITH RAIN BIRD SINGLE STATION DECODER (FD-101TURF). DETAIL -A. 36 RAIN BIRD 1806-SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 12' RADIUS, FULL-2.0 ONTR C�0�2 Lt " GPM, HALF-1.0 GPM, QUARTER-0.5 GPM, 30 PSI. DETAIL-C. EXISTI GRi FLECTFORCE C,. I A RIGR • �O LAWN SPRAY SDETAIL-C., 15' RADIUS, FULL-4.0 IN F2 GPM, HA 0 GPM, QUARTERP1 0 GPM, 30 PS �ONSTRV N RAIN BIRD 1806-SAM, 6" LAWN POP-UP SIDE STRIP SPRAY SPRINKLER, 9' X 18' O RADIUS, 1.5 GPM, 30 PSI. DETAIL-C. d6.0 O RAIN BIRD 1806-SAM, 6" LAWN SIDE STRIP SPRAY SPRINKLER, 4' X 30' 1 3 RADIUS, 1.5 GPM, 30 PSI. DETAIL-C. 1 " RAIN BIRD 1806-SAM, 6" LAWN END STRIP SPRAY SPRINKLER, 4' X 15' RADIUS, 1.0 GPM, 30 PSI. DETAIL-C. RAIN BIRD 1806-SAM WITH 1404 BUBBLER NOZZLE AND PA-80 ADAPTER. 6" POP-UP TREE BUBBLER, 1.0 GPM, DETAIL-C. 16 HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD 1806- O e SAM SPRINKLER IN LAWN, 30' RADIUS, FULL-4.0 GPM, HALF-2.0 GPM, QUARTER- 1 2 1.0 GPM, 40 PSI, DETAIL-C. 1 " HUNTER INDUSTRIES MP ROTATOR SERIES 2000, MOUNTED ON RAIN BIRD 1806- SAM SPRINKLER IN LAWN, 20' RADIUS, FULL-2.0 GPM, HALF-1.0 GPM, QUARTER- 0.5 GPM, 40 PSI, DETAIL-C. PROPERTY LINE RAIN BIRD DRIP ZONE ASSEMBLY KIT, MODEL #XCZ-100-PRB-COM. V SIZE. TO BE INSTALLED WITH RAIN BIRD SINGLE STATION DECODER (FD-101). DETAIL-L. NOTE: FOR ANY DRIP ZONE WITH FLOW UNDER 3 GPM, MUST UTILIZE RAIN BIRD XCZ-LF-100-PRF, LOW FLOW DRIP VALVE ASSEMBLY. 70, - S0*17'27"E 11.00 ■ POINT OF CONNECTION - DRIP LINE TUBING TO PVC PIPE, DETAIL-M,N. S89'45'43"W 173.: DRIP TUBING: RAIN BIRD XFS DRIPLINE DRIP TUBING, .6 GPH, 12" CENTERS, STAKED EVERY TURN OR EVERY 4', INSTALL NETAFIM AIR RELIEF VALVE KIT IN FND. #5 REBAR - 10" CIRCULAR VALVE BOX AT HIGH POINT OF EACH ZONE AND INSTALL NETAFIM LEANING. REPS/ #5 REBAR P.S.I DRIP DRAIN VALVE(S) IN 10" CIRCULAR VALVE BOX AT LOW POINT(S) OF EACH BLOCK WALL 1. ZONE. DETAIL-M,N,O,P. NOTE: CONTRACTOR SHALL INSTALL RAIN BIRD DRIP OPERATION INDICATOR KIT AT ENDS OF EACH DRIP ZONE AREA. RAIN BIRD #5 QUICK COUPLING VALVE 1" SIZE. CONTRACTOR TO SUPPLY TWO QCV KEYS AND MATCHING HOSE SWIVELS. DETAIL-F. N SCH 80 PVC TRUE UNION BALL VALVE, SIZED SAME AS MAINLINE, MOUNTED IN CARSON VALVE BOX, DETAIL-B. MAINLINE PIPE: 2" SIZE IF NOT NOTED. CLASS 200 PVC SOLVENT WELD PIPE _ _ _ _ _ _ UTILIZING SCH 40 PVC SOLVENT WELD FITTINGS. IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL-H. LATERAL LINE PIPE: CLASS 200 PVC SOLVENT WELD PIPE UTILIZING SCH 40 PVC SOLVENT WELD FITTINGS, SIZE NOTED. - - - - - ELECTRICAL CONDUIT SLEEVE, REFER TO NOTES ON PLANS. TYPICAL VALVE INDICATOR 928.5 GALLONS PER MIN. 1 0 STATION NUMBER 1 VALVE SIZE DATE # Urn 0 LLJ W n � o I 31 wCO U Q I �� Q >V W Q 0 0 w 0 0 Q of U :2d LJI (n 0 L a Ln F-- W Z Q �a a IRRIGATION PLAN SCALE: AS SHOWN DATE: 03/09/18 PROJECT: 17040 SHEET I - I SHEET 1 OF 2 RAIN BIRD FD-101 DECODER DBRJE� 6 WATER PROF SP CARSON #1419 VALVE BOX REC, WITH COVER (BOLT LOCK SCT. O TO INSTALL CHRISTIE MFG. E ID TAG S FINISH RAIN BIRD PESB-PRS GRADE ELECTRIC REMOTE CONTROL VALVE SCH 80 PVC BALL VALVE SCH. 80 NIPPLE T.O.E. SCH. 80 ELL , iN��O�i �ilfii i�w�•i ��•i�•'��I•r1��' �•141� g�� 1y�i!�i�•!S�jili�i�i�li� , e 1/4" HEAVY DUTY PLASTIC RESTRAINT STRAP 10" CARSON VALVE BOX (#708) FINISH GRADE RAIN BIRD QUICK COUPLING VALVE (AS SPECIFIED IN LEGEND) _- 1/2" REBAR STAKE (1) SCH. 80 ELL (9(°) (1) SCH. 80 NIPPLE (3" LENGTH) SCH. 80 NIPPLE \ GALVANIZED NIPPLE (12" LENGTH) �� (3" LENGTH) \ 1/2"-3/4" CRUSHED STONE 12" DEPTH BELOW VALVE (1) SCH. 80 ELL (90) MAINLINE (1) SCH. BO NIPPLE (3" LENGTH) QUICK COUPLING VALVE NTS NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WIRELESS SENSOR SIGNAL RECEIVER CONTROLLER NTS FINISHED GRADE MINIMUM 4" DEPTH-_ BELOW GROUND LEVEL \ SCH 40 PVC ELBOW 7 12" CARSON VALVE BOX SCH 60 PVC TRUE UNION BALL VALVE SCH. BO NIPPLE T.O.E. (TYPIC AL) ELL (TYPICAL) `FINISH GRADE SCH. 80 NIPPLE T.O.E. SCH. 80 NIPPLE (TYPICAL) CORRUGATED "V ; ?1' 10" PIPE 1/2"J/4" CRUSHED STONE 12" DEPTH BELOW VALVE ISOLATION BALL VALVE NTS NOTE: FOR WIRE SIZES #14, #12 AND #10, STEP 1 � 112" STRIP WIRES APPROXIMATELY 112" FROM ENDS STEP 2 AND TWIST ENDS TOGETHER. STEP 3 TWIST WIRE NUT ONTO WIRE ENDS. PUSH WIRE NUT INTO CONNECTOR PAST TABS. STEP 4 STEP 5 STRAP TOP TO CONNECTOR. TABS n WIRE CONNECTION U NTS 3M-DBR/Y-6 CONTRACTOR TO INSTALL CHRISTIE MFG. PLASTIC VALVE ID TAG PARAPET COPING RAIN BIRD FD101 DECODER WIRELESS RAIN AND p/ n FREEZE SENSOR REMOTE COMMON WIRE TO VALVES CONTROL VALVE CONTROL WIRE TO VALVES - RAIN/FREEZE SENSOR DRIPLINE MOUNTED WITH 4" OF MULCH COVER _ r - _ _ - _ _ - - -I- L_-__ _ J EMITTER MOUNTING DETAIL 2" OPEN TRENCH DRIP POLY ELBOW DRIPLINE STAKE ON 4' CENTERS PVC TODRIPLINE ADAPTER � DRIPLINE PVC LATERAL PIPING N DRIP EMITTER NTS NOTE: ALL VALVE BOXES SHALL BE BLACK IN COLOR FINISH GRADE RAIN BIRD 1806-SAM SERIES 1/2" X B" SCH. 80 PVC NIPPLE LATERAL LINE (2) 1/g" MARLEX STREET ELLS (1) 1/2" MARLEX STREET ELL LAWN SPRAY NTS NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED, 2" CAPPED MARKER PIPE. 1S• PIPE MUST EXTEND 6" BELOW BOTTOM OF SLEEVE, PAINTED FLOURESCENT PURPLE F BEDDING AND COMPACTION AS PER ENGINEER'S SPECIFICATIONS SLEEVING NTS RAIN BIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT WITH 100 PESB VALVE, QKCHKiW BASKET FILTER AND PSI-M40X-100 PRESSURE REGULATOR y SUPER JUMBO VALVE BOX (BOLT LOCKED) /` �IIh1V1%IW11��IXi�'4� _ FINISH GRADE DBRN-6 WATER PROOF DOMESTIC FULL PORT BALL VALVE SPLICE CONNECTOR SCH. 80 ELL SCH. 80 SCH. 80 UNION PVC 2-WIRE COMMUNICATION WIRE TO 2-WIRE COMMUNICATION WIRE TO NEXT DEVICE, MOUNTED IN NEXT DEVICE, MOUNTED IN 1"SCH 40 ELECTRICAL CONDUIT 1" SCH 40 ELECTRICAL CONDUIT WITH SWEEP ELBOWS WITH SWEEP ELBOWS MAINLINE 18" DEPTH GRAVEL, 314" CRUSHED STONE NOTE: PLACE 3-FEET OF EXTRA WIRE IN EVERY In DRIP ASSEMBLY VALVE BOX FOR SERVICING NETAFIM AUTOMATIC LINE FLUSHING VALVE COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) TEE 10" ROUND CARSON VALVE BOX SHUT-OFF VALVE #XXXX (BLANK TUBING MAY BE ATTACHED TO OUTLET) (THREE) LINE FLUSHING VALVE NTS 10" ROUND CARSON FINISH VALVE BOX GRADE NETAFIM AUTOMATIC AIR / VACUUM RELIEF VALVE 3/4"M x 1/2"F TxT REDUCTION BUSHING 3/4" PVC COUPLING (TxT) 3/4" SCH 80 RISER (LENGTH AS REQUIRED) 0 0°0°0 BRICK SUPPORTS (THREE)- 00000 00000 0 000 00000, 0 0 0 0 12" DEEP WASHED GRAVEL POLY TUBING CLAMPED 70 STAINLESS STEEL PVC INSERT FITTING CLAMPS rP"� AIWVACUUM RELIEF NTS y:cH:r_ur. iRSON ROUND VALVE BOX (#70B) INDING ROD: )HMS OF LESS :N/YELLOW WIRE FROM LSP-1 3ROUND ROD (1 OF 2) (-6 WATER PROOF CONNECTION F 2) TURF M10008 LINE SURGE )TECTION H MIN. DEPTH OF 3/4' SHED GRAVEL ((1 OF 2) WIRE CABLE TO NEXT 'ICE INSTALLED IN 1" SCH iLECTRICAL CONDUIT NOTES: 1. LSP-1 SHOULD BE INSTALLED EVERY 500 FT ON TWO -WIRE PATH OR EVERY 8 DECODERS (WHICHEVER IS SHORTER). 2. LSP-1 TO BE INSTALLED AT END OF WIRE RUN THAT TERMINES IN THE FIELD (STAR CONFIGURATION). SURGE PROTECTION NB TO TWO -WIRE PATH CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING, MAIN SUPPLY, LATERAL MAIN LATERAL AND LOW -VOLTAGE WIRING SUPPLY LINE 12" I12" 18"12" 72" 1"SCH 40 PVC ELECTRICAL 81 LATERAL 1"SCH 40 PVC ELECTRICAL CONDUIT WITH RAIN BIRD -- --- 1 CONDUIT WITH RAIN BIRD 12" MIN. MAXI CABLE • MAIN LINE O MAXI CABLE IN. RAIN BIRD MAXI CABLE IN 1"SCH 40 PVC ELECTRICAL CONDUIT ALL MAIN SUPPLY LINES TO BE INSTALLED IN 2" ACCORDANCE WITH MANUFACTURER'S INSTAL- LATION SPECIFICATIONS. TRENCHING NTS NTS NarE:M �J' R9RNLIB MINBl,m0Wp CAERPiIgI IHUIGiOR MIT PT ENOSCF EPCI, "RIp ZONE MFA 12" SPACING 2L -IL aT AL ;H 200 IRRIGATION DRIPLINE FLUSH/DRAIN VALVE IN 10IN DIA, VALVE BOXAT ZONE LOW POINT. SHRUB - SPACING TYPICAL. PVC LATERAL AT 12 IN DEPTH MIN. REFER TO IRR. PLAN FOR SIZE. DRIPPERLINE EMITTER - TRIANGULAR SPACING -TYPICAL. PRESSURE COMPENSATING DRIPPERLI NE - REFER TO IRR. LEGEND FOR EMITTER SPACING & GPH FLOW, ELECTRIC REMOTE CONTROL DRIP VALVE WITH FILTER IN VALVE BOX. REFER TO LEGEND SCH 80 PVC TRUE - UNION BALL VALVE 1" PVC NIPPLE (TYP.) 10" CARSON VALVE BOX (#708) 1/2"-3/4" CRUSHED STONE 2 CUBIC FEET MANUAL DRAIN VALVE NTS NOTE: 1. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE. 2. SEE CONTROLLER MANUAL FOR MOUNTING INSTRUCTIONS. 3. INSTALL ALL MANUFACTURER'S RECOMMENDED LIGHTNING PROTECTION AND GROUND ROD GRID. GENERAL NOTES Rewkew" 120 VOLT POWERAND RAIN BIRD CONTROLLER 6" CHANNEL ELECTRICAL CONNECTION BOX WITH TERMINAL BLOCK TO INTERFACE FIELD WIRING AND CONTROLLER LIGHTNING PROTECTION (3) V ELECTRICAL CONDUITS FOR TWO -WIRE MAXI -CABLE AND GROUND WIRE TWO -WIRE MAXI CABLE TO REMOTE CONTROL VALVES 7 FINISH / T GRADE \ 1" SCH 40 ELECTRICAL -1= CONDUIT FOR#6-1 BARE CONTROLLERCOPPER GROUND WIRE NTS 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE, 22. CONTROLLER GROUNDING MUST BE AS PER RAIN BIRD WIRE GROUNDING CLASS 200 PVC FOR 4" AND LARGER). REQUIREMENTS 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. 23. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: (CLASS 200 PVC PIPE). A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN SPRINKLER HEADS AND VALVE SUPPLIED. BACKFILLING OF TRENCH. B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS. 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID 24. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC TEFLON. VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF PROPERTY BOUNDARIES. CONTRACTOR SHALL REFERENCE THE LANDSCAPE SPRINKLER HEADS. PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. MATERIALS EXISTING OR NEW. 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS 25. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED FOR SHOWN ON DETAILS. PROPER COVERAGE. 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND 26. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS. FURNISHED BY THE CONTRACTOR. ALSO INSTALL SPRINKLERS 4" FROM CURB OR WALKS. 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A 27. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID CONNECTIONS. SUBMITTALS CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE PLANS AND SPECIFICATIONS. REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR 28. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE CLARIFICATION BEFORE PRECEEDING WITH THE WORK. ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF 12. ALL TWO -WIRE CONTROL WIRES SHALL BE #14-2 MAXI CABLE, INSTALLED IN 1" THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2010 FORMAT BEFORE FINAL SCH 40 PVC ELECTRICAL CONDUIT. ACCEPTANCE. 13. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO 29. A 1-YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER BE WATERED. I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY. 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER 30. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, INSTALLATION EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER PARAMETERS AND OPERATIONS CONFORM TO ALL APPLICABLE CODES AND PLANTING, i.e. VERIFY ROOT BALL SIZE FOR PLANTING. ORDINANCES. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS 15. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY CONNECTION IN VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES). CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES. 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR LOW HEAD DRAINAGE MAY OCCUR. SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND 17. ALL SPRINKLERS TO BE INSTALLED AS DETAILED ON PLANS. REDESIGN COSTS FOR NON-COMPLIANCE. 18. CONTRACTOR SHALL LJTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL 31. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE 2 PRESSURE VALVES. TESTS OF THE IRRIGATION SYSTEM MAINLINE (BOTH TO SHOW NO DROP IN 19. 24 VOLT WIRE SHALL E1E COLOR CODED PER SEPARATE WIRE RUNS. PRESSURE DURING DURATION OF TEST. 20. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED A. 2-HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE GROUNDING EQUIPMENT FOR POWER SUPPLY AND VALVE OUTPUT WITH B. 24-HOUR PRESSURE TEST AT THE SYSTEM STATIC PRESSURE PAIGE WIRE GROUND PLATE ASSEMBLY. 32. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE OWNER WITH A 21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION COLOR -CODED ZONES DIAGRAM PLAN, 8-1/2"X1111 LAMINATED SHEET(S), TO ON FAULT GROUND AND LIGHTNING PROTECTION. IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH CONTROLLER. TO BE LOCATED IN ADHESIVE POUCH ATTACHED INSIDE OF CONTROLLER(S). REVISIONS: DATE # W W O1 O ^n O W GO <VN / \ v't LL N LL LLJ > v wCD QCD J O Q O M W un nd r W Z Z (0 a Q IRRIGATION DETAILS SCALE: AS SHOWN DATE: 03/09/18 PROJECT: 117040 SHEET 1-2 SHEET 2 OF 2 SCHEDULE B—II EXCEPTIONS: 1 SURVEYOR'S NOTES: Items pertaining to land survey listed below are numbered as per Commitment For Title Insurance by 1. BEARINGS SHOWN ARE REFERENCED TO NORTH DINE OF THE S.E. 1/4 SECTION 15-36-40, BEARING N89°45'43"E, AS PER Fidelity National Title Insurance Company, Revision No.2, effective 08/25/2017, 07:45 A.M.) SURVEYOR'S NOTES ARE SHOWN IN ALL CAPITAL LETTERS F.D.O_T. R/W MAP FOR SECTION NO. 94010-2500. CERTIFIED TO: z 2. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988) VERDAD REAL ESTATE, INC. w a 8. Easements and matters set forth including restrictions, (...etc.) as shown on the map or plat of WHITE 3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET. SEVEN REAL ESTATE HOLDINGS, LLC I CITY GARDENS, as recorded in deed book 187, page 408-410 4. ONLY ABOVE GROUND IMPROVEMENTS LOCATED BY THIS FIRM. ANY UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED FIDELITY NATIONAL TITLE INSURANCE COMPANY o r P AFFECT PROPERTY AS SHOWN; NO EASEMENTS SHOWN ON PLAT OF WHITE CITY GARDENS BY OTHERS. BEFORE DIGGING, CALL 811 ' VERTICAL CONSTRUCTION MANAGEMENT N 5. THERE IS NO OBSERVED PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, OR LANDFILL ON w tz 9. Easement in favor of F.P.&L. recorded in Deed Book 73, Page 226 6. PREMISES AT THE TIME OF THIS SURVEY. NO TITLE SEARCH WAS PERFORMED BY THIS FIRM, LEGAL DESCRIPTION PROVIDED BY CLIENT AND/OR CLIENT'S AGENT(S) AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. - 1 7. HORIZONTAL ACCURACY OF SURVEY CONTROL FOR THIS SURVEY EXCEEDS THE REQUIREMENTS FOR HIGH RISK COMMERCIAL w z 1 10. Matters contained in City of Port St. Lucie Utility Systems Department Commercial Service AS PER FLORIDA RULE 5J-17 z I Agreement/Permit to Connect, as per O.R. 1233, PG. 2307 8. ALL ELEVATIONS SHOWN ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY," ELEVATION 11.505 FEET, NAVD88. lanes ¢ a o AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 9. UNRECORDED EASEMENTS SHOWN WERE SUPPLIED BY CLIENT, DATED 07/30/1999 FOR BENEFIT OF CITY OF PORT ST. LUCIE M 10, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED ra N �0 11. Easements established in Stipulated Order of Taking as per O.R. 1831, PG. 305 WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES =zx PROPERTY AS SHOWN. 11. LAST DATE OF FIELDWORK FOR BOUNDARY SURVEY: 06/08/2017 o v r .AFFECTS `moo �_j a 1 112. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121 z a g ; AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W. Of \� o �0� V) Io W D it LOT 10 � LOT 22 LOT 21 LOT 20 I I �R/W LINE FND. 1" I.P. FND. 1" I.P. L.B. 4942 L.B. 4942 o Ic� N H A R D E E AVENUE (UNPAVED 5 BV —� ABANDONED PORTION OF II --- — --- — HARDEE AVE R/W Ln -------—_ AS PER DEED BOOK 197, PG. 133, AND AS PER \ AS PER O.R. 1838, PG. 12' 187 WHITE CITY GARDENS UNRECORDED PLAT, DEED BOOK , PG. 410 N SET #5 REBAR �91 MIXED GRAVEL/ASPHALT \ o L.B.8186 a Ln R/W LINE ACCESS ROAD (WIDTH VARIES) WOOD P.P. 1.0'W I N N89047'18"E(C) 412.00' �L) — — — — — — -- 20.00' 22.00' 78.00' 6.0' " METAL BILLBOARD SIGNPOST 202.00' 777� WOOD STORAGE 70.00' \ 70.00' 70.00' 1 70.00' SET #5 REBAR — 3s T ON CONCRETE I L.B. 8186 ¢ m I 31 i M 8 PARKING SPACES (UNPAVED)' CON CONC. WALK DUMPSTER PAD N 1 J J � — 3s.3 15 PARKING SPACES 1 H/C / I vi w < w a > I _� y OVERHEAD BILLBOARD o �2s.3-- nA/C 141 7' I 0) J � 0 w w J ¢ > < z I O 0 0 0 O j1 w F Q zz 0 W c� a ¢W ~ w N� N via w o ^ za ra 0 O I Ld N a o - �o 1 L4- > (_ o U U1 N w0 N I �"� 0 W � Ln 0 q 00 LOT 11 O I6' PERPETUAL EASEMENT AS PER O.R. 1831, PG. 305 CONCRETE PARKING AREA e AND AS PER O.R. 2569, PG. 2121 r I a ¢ a ° z d J w o I c% = W 1 I z N 0_ Z ¢ w V1 (n Q w z a 1 m a w o Y 0 _ I z J I� SET #5 REBAR L.B. 8186 PAINT STRIPING l (TYPICAL) I OR X) LQ rn 22.00' N89°42'33"E 100.00' P.O.B. —R/W PARCEL N.W. CORNER OF THE S.E. 1/4 SEC. 15-36-40 V W 71.9' ONE STORY C.B.S. AND WOOD FRAME RESTAURANT 6,918 S.F. a F.F.E. 11.02' NAVD88 CONCRETE q CONCRETE CURB ISLAND 135' o CURB ISLAND 10 PARKING SPACES, 1 H/C 0 D SIGN ts.o' a L-iA/C Cq LOT 13 LO 0 PLANTER 0, 7' C.B.S. a 10 PARKING SPACES, 1 H/C WINGWALL HOT Wi IN WOC CONCRETE l COVERED ENTRY CURB ISLAND `CONCRETE PARKING AREA LOT 12 OVERHEAD R/W LINE OF KITTERMAN ROAD POWERLINES (TYPICAL) \o AS PER O.R. 1831, PG. 305, 93: �\ AND O.R. 2569, PG, 2121 o WALL LINE 0.7 N., a ROOF OVERHANG 0.1' N. \ 8 PARKING SPACES POWERLNE 4 PARKING SPACES OF R/W LINE CONC. P.P. CONC. P.P. i u? x t EL.=31' 2.6'N, 1.7'E 1.4 N. P.P. 0.6 N. 50.3' 3 �' oM—bM—oM—oM—oM—oM—oM oM—aM—oM oM—oM— —o _ • e n oM oM_ TU M—oM—oM B.0.C. S89 45 43 W 198.9 o POWERLINE EL.=30 #5 REBAR 2' VALLEYCURB E.O.P. —�^ S89'445'43"W 4"W 412.00'(L) 412.01'(C) ND. NAIL & D L.B. 8186 (TYPICAL) R/W LINE AS PER UNRECORDED PLAT P.C.P. P.L.S.38 DIRECTION OF TRAVEL � _ 489.99'(C) --- — S 64,61' ASIS 0 BEAR GS) CONCRETE CURB ISLAND DIRECTION OF TRAVEL--- KITTERMAN ROAD (PAVED, R/W VARIES) E.O.P. ABBREVIATIONS LEGEND P.P. = POWERPOLE P.O.C. = POINT OF COMMENCEMENT M.H. = MANHOLE P.0.B. = POINT OF BEGINNING C.B. = CATCH BASIN I.P. = IRON PIPE F.H. = FIRE HYDRANT. I.R. = IRON ROD E.O.P. = EDGE OF PAVEMENT 'C.M. = CONCRETE MONUMENT B.O.C. = BACK OF CURB FND. = FOUND R/W = RIGHT OF WAY TYP. = TYPICAL q = CENTERLINE P.R.M. = PERMANENT REFERENCE P.L. = PROPERTY LINE MONUMENT (P) = PLAT DATA P.C.P. = PERMANENT CONTROL POINT (4) = LEGAL DESCRIPTION DATA B.M. = BENCHMARK (M) = MEASURED DATA E4_. = F.F.E. = ELEVATION FINISHED FLOOR ELEVATION (C) = CALCULATED DATA S.F. = SQUARE FEET SEC. = SECTION U.E. = UTILITY EASEMENT F.B. = FIELDBOOK F.P.&L. = FLORIDA POWER AND LIGHT P.B. = O.R. = PLAT BOOK OFFICIAL RECORDS BOOK COMPANY TWP, = PAGE F.D,O.T.= FLORIDA DEPARTMENT OF SEC. 15-36-40 = SECTION 15, TOWNSHIP 36 TRANSPORTATION SOUTH, RANGE 40 EAST ' C.B.S. = CONCRETE BLOCK CONSTRUCTION L FEMA FLOOD ZONE DETERMINATION FLOOD ZONE "X" PANEL # 12111C 0277 J REVISED 02/16/2012 AREA TABULATION TOTAL AREA 1.41 ACRES, MORE OR LES BUILDING AREA 6,918 S.F., MORE OR LESS PARKING: 50 REGULAR PARKING SPACESI 3 HANDICAP PARKING SPACES I t' METAL SHED ON BLOCKS I MIXED GRAVEL AND ASPHALT I ACCESS ROAD (WIDTH VARIES) I 6` CHAIN LINK FENCE LO�Tjj LINES AS PER WHITE CITY GA DENS UNRECORDED PLAT 24.0' CONC. (TYP.) DEIFD BOOK 187, PG. 410 II \ L\p T 15 ❑ � LOT 14 \ ER HEATER 20' X 40' 11 RECORDED SHED UTILIT EASEMENT 18X 40' UNRECORDED I C l ACC SS EASEI�ENT� D PROPANE TANK \ 18.0' 20.0' R/W LINE OF KITTERMAN ROAD 1 AS PER O.R. 1831, PG. 305 POWERLINE I EL 28 I I \ I 1 \N. INE% \PAINT \ STRIPING S. R/W LINE AS PER O.T. R/W MAP FOR SECTION NO. 94010- 500 LEGAL DESCRIPTION: LOTS 11, 12, 13, 14, AND 15, WHITE CITY GARDENS, AN UNRECORDED PLAT IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS SHOWN IN DEED RECORDED IN DEED BOOK 187, PAGES 408 THROUGH 410, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, MODEL LAND COMPANY SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT ADDITIONAL RIGHT OF WAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 1831, PAGE 305, AND OFFICIAL RECORDS BOOK 2569, PAGE 2121, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, T K to LU LOT 16 r VACANT LOT N P.I.D. 3415-502-0016-000-9 r OWNER: 1368 HUFFMAN LLC O O 1n LIFT STATION LID=10.48' ___—ELEC. PANEL LIFT STATION BOX LID=10.32' ABANDONED SITE ENTRANCE C.B.S. RETAINING WALLS NO CROSSING PIPES FOUND oM—o oM oM—o o„11L—oM—oM—oM= CONC. APRON SURVEYOR'S CERTIFICATE LOT 17 2154.62'(M) �E.0.P• FND. #5 REBAR, P.L.S. 4942 v \ LEANING. REPLACED WITH N.E. CORNER OF THE S.E. 1/4 #5 REBAR P.S.M. 6868 SEC, 15-36-40 BLOCK WALL 1,1' WEST FND. 4X4" C.M. C'aDoM— oM— 0M— oM— N O L-1 I, WILLIAM J. WRIGHT, DO HEREBY CERTIFY THAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR AND MAPPER IN THE STATE OF FLORIDA; ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 5J-17 OF FLORIDA ADMINISTRATIVE CODE, AND THAT UNDER MY SUPERVISION DID MAKE AN ACTUAL SURVEY OF: SEE LEGAL DESCRIPTION 1 AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER RECORD DESCRIPTION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THERE EXIST NO ENCROACHMENTS EITHER WAY ACROSS THE PROPERTY LINES OR BUILDING SETBACK LINES, EXCEPT AS SHOWN ON SAID SKETCH OF SURVEY. William Wright 2017.11.27 10:35:18 =05100' WILLIAM J. WRIGHT, PROFESSIONAL SURVEYOR AND MAPPER, P.S.M. 6868 THIS SURVEY IS NOT VALID WITHOUT ORIGINAL SIGNATURE AND RAISED SEAL. 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