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HomeMy WebLinkAboutCONSTRUCTION PLANS PAGE 1-15UTILITY CONTACTS WATER & SEWER CITY OF PORT ST. LUCIE UTILITY DIVISION 121 SW PORT ST. LUCIE BLVD, BLDG B PORT ST. LUCIE, FL 34984 CONTACT: DIANA SPRIGGS PE PHONE: (772) 873-6400 E—MAIL: DSPRIGGS@CITYOFPSL.COM PLANNING, ST. LUCIE COUNTY ZONING, & 2300 VIRGINIA AVE FT. PIERCE, FL 34982 CONTACT: DEBRA ZAMPETTI PHONE: (772) 462-1553 E—MAIL: ZAMPETTID@STLUCIECO.ORG BUILDING ST. LUCIE COUNTY 2300 VIRGINIA AVE FT. PIERCE, FL 34982 CONTACT: MONICA GRAZIANI PHONE: (772) 462-1553 EMAIL: GRAZIANIM@STLUCIECO.ORG STORM WATER ST. LUCIE COUNTY UTILITY DEPARTMENT 2300 VIRGINIA AVE FT. PIERCE, FL 34982 PHONE: (772) 462-1707 FIRE DEPT. ST. LUCIE COUNTY FIRE DEPARTMENT 5160 NW MILNER DR PORT ST. LUCIE, FL 34983 PHONE: (772) 621-3322 EMAIL: INFO@SLCFD.ORG NATURAL GAS FORT PIERCE UTILITY AUTHORITY PHONE: (772)466-1600 ext. 6930 THESE PLANS AND ALL PROPOSED WORK, .. ARE SUBJECT TO ANY CORRECTICdS ELECTRIC FLORIDA POWER & LIGHT "REQUIRED BY FIELD INSPECTORS THAT 1050 SE BRANDON CIRCLE t: MAY BE NECESSARY IN ORDER TO PORT ST. LUCIE, FL 34952 COMPLY WITH ALL APPLICABLE COt EG. CONTACT PERSON: SHARI ALLORE PHONE: (772) 337-7025 EMAIL: SHARI.J.ALLORE@FPL.COM TELEPHONE COMCAST CONTACT: JULIAN DELANEY EMAIL: JULIAN—DELANEY@CABLE.COMCAST.COM PHONE: (855) 812-7690 RIGHT OF WAY FLORIDA DEPARTMENT OF TRANSPORTATION 3400 WEST COMMERCIAL BLVD FT. LAUDERDALE, FL 33309 CONTACT: JUAN CARLOS RODRIGUEZ PHONE: (954) 777-4437 E—MAIL: JUAN.RODRIGUEZ@DOT.STATE.FL.US ST. LUCIE COUNTY 2300 VIRGINIA AVE FORT PIERCE, FL 34982 PHONE: (772) 462-2511 HEALTH DEPT. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DIVISION OF HOTELS AND RESTAURANTS 1940 NORTH MONROE ST TALLAHASSEE, FL 32399 CONTACT: PLANS REVIEW OFFICE PHONE: (850) 487-1395 EMAIL: DHR. PLANSREVI EW@DBPR. STATE. FL. US ENVIRONMENTAL FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION & CITY OF PORT ST. LUCIE UTILITY SYSTEM DEPARTMENT 3301 GUN CLUB RD WEST PALM BEACH, FL 33406 CONTACT: JENNIFER SMITH PHONE: (561) 681-6600 GENERAL STATEMENT: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 2,967 SF BURGER KING RESTAURANT WITH A DRIVE THROUGH WINDOW, AS WELL AS THE CONSTRUCTION OF ASSOCIATED PARKING, UTILITIES, AND AN UNDERGROUND DETENTION SYSTEM. FLOOD NOTE: THE PROPERTY SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE "X", AS SHOWN ON THE FLOOD INSURANCE RATE MAP, 12111CO277J, DATED FEBRUARY 16, 2012., NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. LAND USE DATA ZONING: CG — COMMERCIAL GENERAL LOCAL JURISDICTION: ST. LUCIE COUNTY, FL DIRECTIONS TO SITE: FROM 1-95 TAKE EXIT 121 FOR SW ST. LUCIE BLVD. TRAVEL EAST, FOLLOW SIGNS FOR PORT ST. LUCIE, CONTINUE ON SW ST. LUCIE BLVD TURN LEFT ON US-1, TRAVEL NORTH ON US-1. THE SITE IS ON THE NORTH EAST CORNER OF US-1 AND KITTERMAN ROAD. REVISIONS: 0 NOTE ADDED, PER COUNTY COMMENTS 1 11/14/17 Q SHEETS ADDED A 11/27/17 Q SHEET C20 REMOVED A5/31/18 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know what's below. THEREFORE CERTIFICATION TO THE LOCATION OF ALL Call before you dig UNDERGROUND UTILITIES ARE WITHHELD. AINT L I'pnAd L: UCIE B URGER KIN 6598 US HWY 1 PORT ST. LUCIE, FL 34952 PREPSIRED FOR: VERDIND READ ESTRTE MMwewiwEL�66� MAP SCALE 1's 500' MML 0077J FIRM FLOOD INSURANCE RATE MAP ' ST. LUCIE COUNTY, FLORIDA %ND INCORPORWITD ARTA6 - PANEL 277 OF 420 ($66 WPIMp£KifM LIgY P.yIEI UVdR, JFE'lIN`:',I'J [iN MIIMkCPY 9N1iP ".N{} MCA I.�.�oryg MAPNUMBER s 12111CO277J MAP REVISED FEBRUARY 16, 2012 - i REenl lmelgvw+Nm.gmrn,A{eney '. LAND THIS PROPERTY IS NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN AS SHOWN ON F.I.R.M. COMMUNITY PANEL NUMBER 12111CO277J, DATED FEBRUARY 16, 2012. PARCEL I.D. # 3415-502-0011-000-4 PARCEL I.D. # 3415-502-0014-000-5 PARCEL I.D. # 3415-502-0015-000-2 SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST LEGAL DESCRIPTION: SITE LOCATION MAP NOT TO SCALE (AS PER COMMITMENT FOR TITLE INSURANCE, ISSUED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, EFFECTIVE 0211912017, 07:45 AM) LOTS 11, 12 AND 13, WHITE CITY GARDENS, AN UNRECORDED SUBDIVISION LOCATED IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS SHOWN ON MAP OR PLAT THEREOF ATTACHED TO WARRANTY DEED RECORDED IN DEED BOOK 187, PAGES 408 THROUGH 410, OF THE 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 AS RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPT ROAD RIGHT—OF—WAY. WITHIN 90 DAYS OF SITE PLAN APPROVAL, ALL CATEGORY I INVASIVE PLANTS SHALL BE REMOVED FROM THE SITE. to Ii OWNER: SEVEN REAL ESTATE HOLDINGS, LLC. LEO LEON 117 HIDDEN GLEN WAY DOTHAN, AL 36303 LANDSCAPE ARCHITECT: FRAWLEY ASSOCIATES LLC PETER FRAWLEY, RLA, ASLA 675 SEMINOLE AVE., NE SUITE 101 ATLANTA, GA 30307 PHONE: (404)-874-5091 DEVELOPER: VERDAD REAL ESTATE DEREK BROWN 1211 SOUTH WHITE CHAPEL BLVD., SOUTHLAKE. TX 76092 PHONE: (504)-577-2019 LAND SURVEYOR: WRIGHTPSM, LLC 2263 NW 3RD AVENUE BOCA RATON, FL 33431 PHONE: (772) 538-1658 24-HOUR CONTACT: DEREK BROWN THa i' ENT, 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. e ceived by 1 CIVIL ENGINEER: CIVIL CONSULTING ENGINEERS, INC., TIM STACKHOUSE, P.E. 122 CEDAR WOODS TRAIL CANTON, GA 30114 PHONE: (321) 698-3970 ARCHITECT: R. WULBERN ARCHITECT PA 6034 CHESTER AVE. SUITE 204 JACKSONVILLE, FL 32217 PHONE: (904) 329-2510 504) 577- 2019 Z� A r� TABLE OF CONTENTS # SHEET NUMBER SHEET TITLE 01 CO COVER 02 DM1 DEMOLITION PLAN 03 ES1 EROSION CONTROL PLAN 04 ES2 EROSION CONTROL DETAILS 05 ES3 EROSION CONTROL SPECIFICATIONS 06 Cl SITE PLAN 07 C2 GRADING PLAN 08 C3 DRAINAGE PLAN 09 C4 UTLITY PLAN 10 C5 PROFILES 11 C6 CROSS SECTIONS 12 C7 CROSS SECTIONS 13 C8 DETAILS 14 C9 DETAILS 15 C10 DETAILS 16 C11 DETAILS 17 C12 DETAILS 18 C13 DETAILS 19 C14 DETAILS 20 C15 DETAILS 21 C16 STORMWATER DETAILS 22 C17 STORMWATER DETAILS 23 C18 STORMWATER DETAILS 24 C19 DETAILS 25 LS1 LANDSCAPE PLAN 26 LS2 LANDSCAPE DETAILS 27 SU1 BOUNDARY SURVEY 28 AEO-1 PHOTOMETRIC PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ICNS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PSLUSD tNRehy releases these constriction plane. PSLUSO make no represantations that he plaris are aoeurate not does PSLUSI tepreSeent Ihat the planswill meet B1e needs of plo protect. Th Engineer of Record mid utiUly contractor are hareby notiried that an Product or work that Nails b meet the speckations and 06cies of th PSLSUD as well as other applicable agencies w II not be accepted PSLUSD is riot responsibte for adidd orW project costs 0( time delay due to the mabllity of project Personnel to niew Sank rewsai /ants. aEVIEwED �� [Er MD*F By: DSpriggs REVIEWED - SEECOMMENTs oats:8/21/2018 Updated location of 7S marker on Utility Plan Sheet SCANNED BY St. Lucie County BUILDING PROTOTYPE: ROC60-2020 AREVISIONS: 5/31/18 PROJECT NUMBER: 27080-001-01 TIMOTHY W. STACKHOUSE LICENSE NO 81400 \\\tt n I I I IIIIII� w:. S. 0 .m 0�.' STATE OF (g'.!(/�� F�ORIDA..,.•'' L ENG.\\\ Illlllllll\\\ ENGINEER OF RECORD 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 r. r COVER FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C CANTON, GA 30114 678-462-4072 CiyilOoolultingEngineeuina.cem C0 �1 0 / wl DEMOLITION NOTES I I I, Z I t ; I 31 1` / / / /� ice/ x" g� �I I / / / \ \ 1. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION I I \I // -- x S SHALL BE REMOVED UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET AND/OR I - PROJECT SPECIFICATIONS. THIS INCLUDES I I I CRY OF PORT ST, LUCIE UTILITY SYSTEMS DEPARTMENT I I 1 I Ni I _ FOUNDATION SLABS, WALLS AND FOOTINGS. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE I 3 LOy //�/ O5_ - o' BACKFILLED WITH SATISFACTORY MATERIALS AND COMPACTED PER THE PROJECT RE CURB INLET TOP/ i i � i �OM���flWALL \ x , __ \ \ x I f / PSLU^sO IrereflY releases Nose cans4rMd orr plans PSLOSO makes RER A E WITH TYPE INLET T EMBANKMENT (_ o� O� no representations Dot tlw plam are accurate not does PSLU SPECIFICATIONS, AS DETERMINED BY THE ONSITE GEOTECHNICAL ENGINEER. 1 j TtD%�&'MAINSAINED x „ o' c o C ` reprasard that the plans Will meet Ore creeds of Me profit. The2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD. S89' 47 18.12 W 202.116' x \ '\ ^O' FJIpsleo of Record and unuty writrr�or are hereby notified to( any -�-- -1 a i -- ---- - -- -- 1 prodoctorworkUfaltsto neat the 3. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE I 1 ,� _s,,,,�,- U1D - �O' CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR I 177 2' 41.884 o SF SF SF SF SF SF S R/W LINE SF SF J x ' p5LSU1} as Wail as atlor applicable a[tencos Wn rd he acwpteQ, J AND DISPOSED OF OFFSITE IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL o 1b -- PSLUSDisnot mpa>siblefor additlaoiprgectcosts ortics Ma LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. TAKE CARE TO PROTECT UTILITIES THAT 50.000 �' x �-•-Ci'- - , , I I I �- EE DRAINAGE PLAN AND PROFILES � x � / � � _-_- x du@mgo:,.�l � Project: I \ I a FOR DRAINAGE TRUGTURE-TREATMENT �- x 6Y Rm ni ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY I 1 ,�1j II I \ { ,Q r \ryA/- �' og -� o�`x�, REVIEWED_ - o I STANDARDS AND AT THE CONTRACTOR'S EXPENSE. CONTRACTOR -CI 0TI I) RI RET0 EDXRAVATIO d F\\ � \ �` � ` ' x IIGROUN I�JI �C O'MX No I \I o APED BOOK 197, PFR G. 133 ANAS PER x 0 g- cl 4. y �SZ 4. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT I I WHITE�CIT�GARDNES UNRECORDED PLAT, DEED BOOK 187, PG. 410 - _ ----- ------------------------' 7 RMEWED•�S 8 S SHALL BE COORDINATED WITH THE APPROPRIATE UTLITY COMPANY /AGENCY. �_ ------ ------ E------- --- �_ _ _� __�__------� o SEEOOMMENiS Date:8/21/2018 � 5. EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE <, O �p",0 In W °'� \ �' `� p, x� PROPERLY INSTALLED AND SHALL FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ti• �1. ti w.� ; D = x o. x O� \ n o O' 0 �` I 0 ACTIVITIES. I I Iltil 5 x1 r/ o x^ EX. MIXED GRAVEL�ASPHALT x LIMITS OF x x x �x ro I ABANDOED lac I o (. �N ACCESS ROAD WIDTH VARIES o DISTURBANCE PROPOSED O\ $E ,,' ' o SILT FENCE O \ o HARD 6. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED x I . / pL / ,, \ o h AS PE,S�O.R. HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF - Cn o• HAZARDOUS MATERIALS ARE ENCOUNTERED. THE DEVELOPER AND OR OWNER SHALL PROVIDE N89'47'18"E---)`-------------- - \ x I ____ __ ) � �THE PHASE I ESA TO THE CONTRACTOR. I g P 4a�0`--------� ------------------- 89'47'18"E(C) 412.00' i LOp_��y` -- I �' N inn Inn ---nn - I. �1W LINE _ x --------- --------'--- -- --- �- F SF \ SF 70.OF .'a•' SF F �D-pp'SF' SF 7. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING NOT27"W METAL B 'fBOARD SIGNPOST 202.00' -- __ <, - p i -- N8f'47'18 E 372fQ_ - 70500' - \ •__ -- - LP -T-- :,- \� SET 5 REI ALL DEMOLITION ACTIVITIES. 0.0u' 22.00' i i 7 .00' 1 I p 0 c c 1 �av 5.00' I ------------------- ------ - --- - q o ---- \ I P.S.M.6861 Q O I x ___ __ _____ J _ ` I 8. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND - -- oI O \ ` SO17'27"E BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE in i I I I I o CONTRACTOR TO REMOVE ALL ao i moo' \ a D ',' v DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. i.N I I t I I ^ 1 L___I________________ d-� I I x I v -n .00' I 31 91 x EXISTING ONSITE IMPROVEMENTS, PAVEMENT, I -` --- ----'- / 9 / I I P I I p. BUILDINGS, STRUCTURES, FOOTINGS, STAIRS, �___________ /° / \ g5 j / 9. CO NRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. o I I l 1 .� 1___ l �_____-____ -.____ ` 1 0 I I I I 4 4� .�\ II •1I I I SLABS, UTILITIES AND POLES UNLESS OTHERWISE .�o• 7 ...vet \ I 1 I \ ANY ITEMS TO REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF i NOTED x �_� o O CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. O I I IOVEi�0 BILLBOARD \ 1 � 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE ¢ OZ I* l\ I \ I xo� A I r LIMITS OF I WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS AND AS REQUIRED BY LOCAL O Z I I , 1 1 AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC. IT SHALL BE w-*-� DISTURBANCE Of O I I P ^O' O j THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH LOCAL -� ¢ w U iI i I \I D3 I x ^ a -a -q ok ' \ x SO'17'27"E AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT AND LIMITATIONS ASSOCIATED WITH w I I I n �a x� i / / \ 7 LOT LINES AS PE WHITE C Y 143.65' J INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. 3 H N IJ I I' I I d I I ,}0'17'27"W \ \ a " �a I / \ \ i GAR�EN� UNRECORDED PLAT / z tr 1 0 �143•gg' I D9 / �DEE BOOK 187, PG. 410 it. PROVIDE NEAT, STRAIGHT, FULL DEPTH, SAW CUTS OF EXISTING PAVEMENT WHERE INDICATED 7 r 0 O I I I I rno \ / O� a / �p o� I / \ 1* \ / ALONG LIMITS OF PAVEMENT DEMOLITION. o L` 0- k 1 I O 1 I I 3 I ,\ \ i x p9 \ 6 F `�� \ \I * \ I i r / 12. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR I- °- w I i i N I :+a I i I \x ' pR'p. / I I I \ \ \ a\ ABANDONMENT SHALL BE COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED n , di rL p I ' ti0 I I I n , o'I , PROPOSED PROFESSIONAL, WHEN APPLICABLE, WITH THE APPROPRIATE UTILITY COMPANY, MUNICIPALITY 1 { rl I p� i p x i \ SILT FENCE a '� i \LIMITS OF { >; I I /ex I \ I AND/OR AGENCY. DEMOLITION OF REGULATED ITEMS MAY INCLUDE, BUT ARE NOT LIMITED TO: \ k d - q> I I I I I-� u. c, l _ •z--'")t'---------___- O. .9r t \ 3.5 to ... I DISTURBANCE m I �' / r x « F' x �` ss ss t ss v /' WELLS, ASBESTOS, UNDERGROUND STORAGE TANKS, SEPTIC TANKS AND ELECTRIC ¢ 3 I I , ,_ ,1.d a -T 1 1 , ^ a I I L_J \ - TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES 3 L 1 I I I \ I I\ 1 II I I T NP -112 ,\p`° 1 0. CA-i I I e 4gr 0@� S ° `\ REMOV EX. GRAVE \N, m / FOR DEMOLITION RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY cnv O O C14i� I I d 1 I I 9 I I '/--a--�- IiGLL--------------- -----------� I I 4Cs. ��GG' o, ` DRIVEWAY &PLAN \ of O `� I a \ ,�/ LO INCLUDE, BUT ARE NOT LIMITED TO: PHASE I ESA, PHASE I, AND ASBESTOS SURVEY. ALL III Ldf Z t] O I d I rQ--- I �l 1�i' I o i;F LP Lp ,* T-QNF'IALM7i 2 (� r \ \ \ W a_ _ -_a _ __ ___ �` _ I 1 �C�S S ° / `\ CONRACTOR TO FIELD LOCATE ALL W VACA APPLICABLE ENVIRONMENTAL STUDIES SHALL BE MADE AVAILABLE UPON REQUEST. \ a LL 0 J LL z I O 1 1 / I I I I I II _� I 4 -a �" D2, 02 I \ \ \ EXISTING WATER, ELECTRIC, AND ^ P.I.D. 3415-51 O I µ I I I I I I I T-ARECA-12 D9 "' 13. NOTREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF Z I I I I lV�.{I I ,d 1 I D9 I I 6 ^ FORCE MAIN UTILITIES AROUND LIFT N a OWNER: 136E Q w i' iI i J I III I I 1 I 1 0 " �-� ` STATION PRIOR TO CONSTRUCTION ci CONSTRUCTION WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. m Q. (l \I I I I I I I I I / \ r0 .. ACTIVITY. I o b I I LL 1 IP I I , I 1 I I I /- y\ .r� x , o CONTR/3.2TOR 14 ALL PAVEMENT, BASE COURSES, SIDEWALKS, CURBS, BUILDINGS, FOUNDATIONS, ETC., WITHIN \ O;h \`\ \\ \ \ I REE�SSTABLISH [ THE AREA TO BE DEMOLISHED SHALL BE REMOVED TO FULL DEPTH. EXISTING BASE COURSE U I ,� II 1 I , �.^�I,x Iq II I EJ I'�' x x ,� p O\ \ PfiOVIDE POSIT III I 1 0 N 1 x I 0 \ --'� l x \ O D4 h x MATERIALS MAY BE WORKED INTO THE NEW PAVEMENT OR BUILDING SUBGRADE PROVIDED THAT n r I I 1 r 1 I %, ) O I\_ r 1 x, / x `x \ �.xo, x 2 / SWNER TO SENC THE GRADATION, CONSISTENCY, COMPACTION, SUBGRADE CONDITION, ETC., ARE IN ACCORDANCE •'4 / ^� ` J \ i \ \ ` L ,f x D WITH THE SPECIFICATIONS AND RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL \ •,�a. �x .�. x� 0 gyp' �"'' `� _` xO \ I �/ I \ o� \ A �, TA INVESTIGATION. BASE COURSE MATERIALS SHALL NOT BE WORKED INTO THE SUBGRADE AREAS -- ui `N89 2- 33 E 100.0--0 - x ' ti 1 \ \ x 5 AO CROSS[N TO z ` xpg I o� RECEIVE LANDSCAPING. li 15. THE CONTRACTOR SHALL USE SUITABLE METHODS TO CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION ACTIVITIES. Z v vv �r �� ,c? , �L� I>> , h/ I� D9 / `�V "_'11.0 LUU - 4>L��..�� wu wv IOU A d h 1r .. I LOD ��- _ f_ l- �Y-.h p I_SF X )• x <� y > R/W LINE OF KIT RMAN ROAD \ u. T-cF-1z \ r� x x CONC. P.P. O` q C / 3�, S PER O.R. 1831� PG. 305 _� \�_ a,.7 / 3-- --�- __ o I BENCHMARK 1 �\ 4 0` 2.6'N, 1.T� o, N AS PER R F.D..O.T. R/"AP _ SF _ \ _- „ -m h L I -MAri a-r ELEV=12.76' NAVD88 II �`\\ arioM �oMoM oM oi5q ,t .M-oM o -o -" F o - _. M I �- - -_ -- P.K.&DISK P.S.M.6868 I ` ^r _ -- I 0 ��\�\ , .:,;,� S894 4 W 198.95- -- - {- - - - - °�"f lj �" R/W PA C L o S89'4543 �FhB.6B �° v G -x-y�_ 8. o ups oM-� oo-_ - / o _--------- ---I------------ - -- - - - _ ` --- -- --- --"" -- - --- - ----- ---- N 9'42'33"E 100.00' �m II %-_s^ --s"�=±o_ m�-------- --------------------- -- -- - --- - ---- - -- --- -7� _ _'_-------_ -- _ c { dJ- _ _ - -- -- -- -- : o - 9 __-----x--' m Q SO1T27F�E 11. \06�- OOl T R/W LINE \ o o -.: $�F- -OPT `q 'x--- -- _____ l r�� DOI ---- - -- DOl!_--. 10 PLAT PLACE SIDEWALK T701 M `_� -------- _--__-'- -- P-ER-UNRECORDED IPROPOSED m 0 -- - F-- -- x--- - 0 8 '45� CONCRETE C RB ISLAND \ CLOSURE SIGN $,"t• SILT FENCE EDGE 0 E ISMNG Dl ; _ - --"-----&-- '�---- - \ (M) T N.W. CORNER OF THE S.E. 1/4 I \ TE,R' ' LIMITS OF 0; INSTALLATION ,DISTURBANCE -_ 3 173.3 SEC. 15-36 40 a _G_''� - ` - - �___ __ - __ S89'ND4 #5 REBAR,4P1,.S!49 2-- 4 6 TREE PROTECTION c� WAL �, 22.00' - „ - FENCE `Y43 644.61 E -S 6 x LEANING. REPLACED WITH ----- -- - -----y- ------ ---- - ----------'-- --- -\ \ 5 R Aft�.S.M. 868 --- ------ I , - � �---CK WALL 1.1 WEST FND. 4X4 C. . -------- ~ ----- - --- SEC 1 I �-T M A �l -R C�-Aft' P A C�-, VAR I E S - �� 1 a ) o S. R/W LINE AS PER F.D O TrR/ n mAP / FOR -SECTION NO--- 2500______, i -✓ ` _' x -------------------- Z fir'__ Jl GAS GAS GAS GAS GAS 1c GAS GAS GAS GAS GAS GAS GAs GAs GAs cAs \` cAs GAS s PROPOSED CONSTRUCTION «,�.\ , GAS--- GAS GAS GAS - - cA�.� �'/ _ _ _ _ _ _ _ _ _ _ -0 / / -��\ W. ENTRANCE EXIT. TRUCKS ss ----- --- �`----- - -- LEAVING SITE SHALL NOT oM o o - -// i TRACK MUD ONTO PUBLIC o \ ^p� / x\ BENCHMARK 2 RIGHT OF WAY x\/r� / \` / .� \L, ELEV=9.34' NAVD88 j LAT: 27'20'42.12"N ¢ IY.K.&DISK P.S.M.6868 r BUILDING PROTOTYPE: ROC60-2020 / \ « LONG: 80'19'28.33"W n a A REVISIONS: 5/31/18 KEYNOTES: LEGEND - EXISTING LEGEND - PROPOSED PROJECT NUMBER: 27080-001-01 O SAWCUT NEAT CLEAN LINE ALONG PROPERTY LINE, AND REMOVE REMOVE EXISTING COMM LINE BACKFLOW PREVENTER - - - BOUNDARY LINE CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN D1 ALL ON SITE PAVEMENT. 9= BENCHMARK LIMITS OF DISTURBANCE UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION C = CLEANOUT OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS C.M.P. = CORRUGATED METAL PIPE -SF SF- TEMPORARY SILT FENCE IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER ENGINEER PROJECT ADDRESS: 6598 U.S. HIGHWAY I C.P.P. = CORRUGATED PLASTIC PIPE DZ TREES TO BE REMOVED. REMOVE EXISTING GAS LINE ©- ELECTRIC METER AND OR UTILITY PROVIDER OF EXPOSED CONFLICTS - 1rj = FIRE HYDRANT-TPP--iPP-- TREE PROTECTION t O = GUY ANCHOR TEMPORARY SEDIMENT RAP EXISTING BILLBOARD TO REMAIN ra' O DRIVEWAY APRON IS TO BE REMOVED AND REPLACED WITH IP 0= IRON PIPE gT IR 0= IRON I20D D3 CURB AND GUTTER. IR&C 0 = IRON ROD & CAP IPi SILT FENCE INLET PROTECTION a. O.R. = OFFICIAL RECORDS BOOK " R.C.P. = REINFORCED CONCRETE PIPE REMOVE GRAVEL DRIVEWAY IMPROVE EXISTING OFFSITE DITCH ®= SANITARY SEWER MANHOLE IP2 INLET INSERT D419 s; =SIGN VICINITY MAP N TS PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE ei mm SPOT ELEVATION CE CONSTRUCTION EXIT CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. ®= SERVICE BOX ODS LIFT STATION TO REMAIN 1 CURB INLET TOP TO BE REMOVED ®= STORM SEWER MANHOLE - AND REPLACED WITH GRATED INLET cGr- UTILITY POLE SF SILT FENCE INSTALLATION PORTION OF SIDEWALK TO BE SAW CUT AND REMOVED AT STRUCTURE BOTTOM TO REMAIN IN ®= WATER METER ; CLIENT ADDRESS: SOUTHLAKE, TX 76092 WATER METER TO "POT HOLE" WATER LINE TO DETERMINE PLACE (D) = VALUE DERIVED FROM DEEDS OF D6 CONFIGURATION AND MATERIAL. SIDEWALK TO BE RETURNED TO RECORD RI DESCRIPTIONS PROVIDED SS SWPPP INFORMATION SIGN n REMOVE t 99 LF OF GORED STRIPING (F) =VALUE DERIVED FROM FIELD SURVEY DATE: 8/16/17 DWG: PRJI '� ORIGINAL OR BETTER CONDITION. IN RIGHT OF WAY. REFER TO REVISED (P) = VALUE DERIVED FROM RECORDED PLAT TREE PROTECTION STRIPING ON SITE PLAN -GAS- = UNDERGROUND GAS O D7 REMOVE EXISTING POLE -oHw- = OVERHEAD UTILITY WIRES TIMOTHY W. -Fa-= SANITARY SEWER FORCE MAIN CONCRETE Q CURB, PAVEMENT, EXISTING IRRIGATION WELL TO BE -wL = WATER MAIN AND STRUCTURES TO BE REMOVED STACKHOUSE CAPPED AND ABANDONED. LICENSE NO 81400 ♦ I� D$ REMOVE EXISTING DUMPSTER CONSTRUCTION EXIT/ENTRANCE \\ill11111/ REMOVE GREASE TRAPS cr_ \\\�\0 \NSrq, FLORIDA CERTIFICATE 3197� AUTHORIZATION # 09 REMOVE EXISTING POWER LINE. COORDINATE WITH FP&L THEvw PLtiNS AND ALL PRCPJSED WOrC ARE SUBJECT TO ANY CORRECTIONS \�Q. ' �\cev,� !rya;= 122 CEDAR WOODS TRAIL REQUIRED BY FIELD INSPECTORS TIIRT 1 � � 81�0 m = InC CANTON, GA 30114 REVISIONS: Q ADDITIONAL PROJECT AREA ADDED, 1 REMOVE DRIVEWAY APRON AND REPLACE riA'f BE NECESSARY IN ORDER TO .0: 0 : ,F SILT FENCE RELOCATED 1 REMOVE EXISTING PROPANE TANK WITH TYPE 'F' CURB AND GUTTER TO Q II/14/17 Q LIFT STATION TO REMAIN MATCH EXISTING, ADJACENT CURBING. COfuPL'Yt^JIT4ALLAPP CAECCuE3. 9iS�IS ci ; 678-462-4072 Q II/27/17 Q STRIPING IN RIGHT OF WAY TO BE REMOVED R\ ., �TATEOF �Vj CirilConrullingEngine¢aino.00m s CURB INLET TOP TO BE REMOVED Q 2/8/I8 SIDEWALK AT WATER METER TO BE OPENED 0 20' 30' 40' 'i�S ORIOP,.• G��\ A 5/31/I8 TO DETERMINE WATER LINE CONFIGURATION 2 4 -HOUR CONTACT: D E R E K BROWN (5 0 4) 5 7 7 - 2 019 SCALE: 1"=20' ENGINEER OFIR CORD DEMOLITION PLAN D 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 N THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY gVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO gVIL CONSULTING ENGINEERS, INC. O I I ZI MATCH EXISTING ri - t L �. IP IP / I I I d 2' 41.88" 50.000I I I I I I 4D\\ I \ X� I I(x I 11 it �1W LI I I - 1 NO"JJ'27"W 5.00' Q O i x �Ln N oI I o O Qr ECT RCP v a I p C�ITON SYSTEM ONN I I I \L �\ I I PEAR ADETAIL ON ) I I- w = I I SgIEET CS " z 1 0 1 I (i' D- P I NO'17'27"W 0 L, II 1 I I V�3.98 x cl o a i t I O 1� � w I a: I I I N o \ I I IMITS OF a v1 3 I I DISTURBANCE N o� a l Z D a I O I \ I Id I ( Ix Z Ld I (n Of �I m a h it i 1 o I I (I U7IP I I III W dui < 1 gTCH EXISTING I I o IP UNRECOR 0) x X x 1 S89' 47' 18.12"W 202.116' ° -10.5 101� - S� r -- - - -' it J J x _ �x x _ - F'"0r RIBBON CURB- � C,' �? j� �-O - DISTRUBB-ED-S01-SHALL X9 x P )G. 133, AND ASP BE COMPACTED -la 987 g0 � LAj DEED B 187, PG. 410 1 STANDARD PROCTOR x ------ ) w 0• P - _--#---_---- -i+ --- ------------------- )------------------ 7 ---- o 12.5 x xx LIMITS OF X°� 5 DISTURBANCE PROPOSED -- SILT FENCE 0 6 /x 12.5 13. "r ______°� ��- - N89.47'18"E(C) 412.00�t) s� N BMP MAINTENANCE NOTES \ ALL MEASURES STATED ON THESE DRAWINGS, AND/OR IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL I x� I CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE / CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED -� IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED, AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED i x AS NEEDED, N I 0o I 3. SILT FENCES AND DIVERSION DIKES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES ____-_�_ - WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. g- J 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL \\ PREVENT TRACKING OR THE FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS u� x� MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. \ a x \x N 1 ABAND D PORTION OF oW A Ul HARD AVE R/W 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD x\ c AS PER,-O.R. 1838, RRC�182E CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE 5 � PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS X �. DEMAND. x SF 9 5 SF SF --�- 70.00' 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED iN -fib- 4r V OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SET #5 REBAR x THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN P.S.M. 6868 REDUCED BY 50%. -\-SO'17'27"E / 5.00' / 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. /0 / / ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE o)5 I / / CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. ,y is I I I o U wo \ 9 0?S DETENTION POND N (SEE SHEET C19 1 � R ° FOR DETAIL) LIMITS OF In I 414,1 STURBANCE x I I 17'27"E LOT LINES AS PER WKITE :IT.65'GARDENS UNRECORDED P T IDEED BOOK 187, PG 410IP IP1 PROPOSED12- 1SILT FENCE 11.5N zGO Go /LOT 16 / 110 < w VACANT LOT/ N 10 / P.I.D. 3415-502-QQA01'6-000- I 1' a OWNER: 1368 HGFFMAN LLC 10 42 o CON TROR TO 10 N REESTABLISH DITCH LINE TO \ PROVIDE POSITIVE DRAINAGE. X I .• / OWNER TO SECURE DOWN / 6.2% xp _° 1041 STREAM DRAINAGE / x `b_ I '` c' '.'`' `� �A °�: \.8% PRD�S S L SIDNT x� n , 4 `N89 33 E 100.00� �m I sj0 �\\� .0� ° ^ v ° EgSEMENT 2i \ \ \ ON CT RCP TO / \ Z �p� '? 'As \ ITN SYSTEM { �� 3 - - TOTAL DISTUIRBED AREA: 1.61 AC, a ` A ADAPTER TYP. UTILIT�ASEp1ENT- w cow IW \ x I TRIT TYS PTO ` x`F9s� ?S1�OV�� DETAIL ( ) J \ \ I \ i fFOP: 30-PSLHSD - Z VIA DA ER YP.) I ET C8 I n o �^ ry / x PER ETA ON tiA ../ _ / -�,. IP1 cn 1 R �3�7 EMPOR RY O ° SHE CS Sys. `x 20 S. �- - n 9 '� °s' CONSTRUCT E&SE E T� `< p0. I nn - _COD_ / LOD S /x\ I o 1 r- \ 20 oti �° \ 4.514. _ 20 Xo N Lx -4F ;rSF x x D p R \ 20' PER AN 2 CONC. P.P. �� .. `-4?r. - - ,3•5--------- --- - ----- - -- - D_R�(NA _EN7 ----- - - ----------- --- ---- - - - BENCHMARK 1 ��� xf A 'N, 1.TE v'• 13.0,,1��y 12.512.011.5 T ELEV=12.76' NAVD88 I x�`, $D 11 0 _ 11.01Qr6-- ` i P.K.&DISK P.S.M.6868 �\�` \ .� A' -D o - L1.6 - _ _ 1 -- -- __ 8. - L)._- 0. conc \ PP CONC oM R/W PA C L a : `! � ° S89'45'4 fi4$.6�' -- -- �� _ - - x -'� -- ---------- - x-.= - - 10 �•� k..l.____^gam_ ____s __ __ ______________;Epf. _ _____ i. /'+ DM EROSION & SEDIMENT `---_ __ _ _ _ _ - s vLv PLACE SIDEWALK _ _ r^ S89'443"W \ \\-\ R W LINE ` 0 3 ----- -=F� _ - ----x --x - CONTROL NOTES �� �, ,,,� \ S PP�R UNRR\CORpED PLAT CLOSURE SIGN `b SILT FENCE �' EDGE 0 E ISETING� -�` - - --- - ---` --- - ----- � � PROPOSED m o ---Op"1-- > 0'1 Ti<E 11. OOl OOl col LIMITS OF - ----- -- ---x �- ---- - -------------------- A THE AND STORMTANDARD LUTION PREVENTEO PERMITI COMRISED OF ENT LING ES1 Q SEDIMENTIN1 R DETENTIONPONDWIND E RSEOIMEIB ETHAT MAY OVING \1`' '� INSTALLATI WA a DISTURBANCE f.34' 4.62'�M� �r INATER ORS LL FOR HAVE \ 3 qq.� 11yy ( ), - \ -- --- - M CH E TING \ -- -- n --END M55 REBA P.L e!4 42 TREE PROTECTION - AND RELATED DOCUMENTS. COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH \ 43 644.61 # FENCE TP L THE STABILIZATION OF THE SITE. CONTRACTOR SHALL ALSO REMOVE ALL- _ _-_-_ ____-_- ____________ _\ - E S. \ LEANING. REP WITH B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION SILT/ SEDIMENT/ DEBRIS PRIOR TO CERTIFICATION. 5 RE Aii (.S.M. 6 PREVENTION SHALL OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION _ �� \ / /� [ c ° o /BL CK WALL 1.1' WEST SEC. 15-36- 0 SYSEMPLAN NGENERIC D THE STATE PERMIT (NPDES PERMIT) NATIONAL ANDL BECOME LUTANT DISCHARGE WTIHINTHIEIR ON R. PROTECTEDITE &FROMSIEROSION AND TE SOIL STOCKPILE SEDIME SEDIMENTATION BORROW THR THROUGH IMPLEMENTATION MENTATION K I-Tfi�M AU -R ,EAS SHALL BE Af �P A LJ , � � V `\ICJ } \ _ �______ ___ CONTRACTOR TO REMOVE END.C�. \ S. R/W LINE AS PER F.D OM.-R/W LEGAL STORMAER CONTENTS. OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS ✓ I \ I FOR SECTION N0�940f-2500______ OUTFACE LOCATION /r AND REPLACE EXISTING STORM PO�TEiTSPEED LIMIT: 30 MPH ------------ DRAIN PIPE. SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH i �\__3 ___---�--- x �/ � / C�* C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY GENERAL PERMIT REQUIREMENTS. ---------- THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING' cAS� AS cas cas cas cas�c cas cas cas GAS 'j6 OAS oas cas cas cas\\` cns cas s PROPOSED CONSTRUCTION / AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 98 ALL PHASES OF CONSTRUCTION. PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. s �_ __ _ ENTRANCE EXIT. TRUCKS opPW�oM-oM-DM- LEAVING SITE SHALL NOT D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, xx ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION TRACK MUD ONTO PUBLIC O 3 FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS o BENCHMARK 2 RIGHT OF WAY BUILDING PROTOTYPE: ROC60-2020 o APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT I -0 ELEV=9.34' NAVD88 CAT: 27'20'42.12"N BY PERMITTING AGENCY OR OWNER. EROSION AND POLLUTANT DISCHARGE. k.K.&DISK P.S.M.6868 r 3 I E. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. LONG: 8019'28.33"W REVISIONS: 2/8/18 REGULATED WETLAND MUST BE MAINTAINED ON SITE AT ALL TIMES. LEGEND -EXISTING LEGEND -PROPOSED SEE SHEET ES2 FOR I V. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THESE o F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR DRAWINGS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL j �= BACKFLOW PREVENER "--- - --•-• -• -• BOUNDARY LINE C PROJECT NUMBER. 27080-001-01 AS REQUIRED BY THE GENERAL PERMIT. AND DELIVERY AND MATERIAL STORAGE. EROSION CONTROL DETAILS of = BENCHMARK Li 0 G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND W CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH O = CLEANOUT LIMITS OF DISTURBANCE o C.M.P. = CORRUGATED METAL PIPE N STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE EROSION CONTROL SEQUENCING SHOWN ON THESE PLANS. NO C.P.P. = CORRUGATED PLASTIC PIPE ---SF---SF-- TEMPORARY SILT FENCE PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN / AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING ®= ELECTRIC METER PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. SHALL BE PERMITTED. 0 = FIRE HYDRANT-TPF-----TPF--• TREE PROTECTION CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND / 0= GUY ANCHOR UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION PROJECT ADDRESS: 6598 U.S. HIGHWAY I z H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, X. CONTRACTOR SHALL APPLY EROSION CONTROL BLANKETS TO ALL SLOPES IP 0= IRON PIPE I ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 3H:1V OR STEEPER. IR 0= IRON ROD O OF DRIVEWAY AND UTILITY AND STORM- DRAIN CROSSINGS � Du DUST CONTROL w IR&C • = IRON ROD & CAP IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS Y SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. z Y J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION Lu OPERATIONS IS PROHIBITED. m K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER w DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. U L. ALL STORMWATER POLLUTION PREVENTION MEASURES PRESENTED ON THESE rn DRAWINGS, AND/OR IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. it M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE o STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING ANNUAL I GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, o TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON THESE DRAWINGS. ' I o N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS o PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGITATED NO LATER a�l` o O THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE N AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. Xp 0. IF THE ACTION OF VEHICLES TRAVELING OVER. THE GRAVEL CONSTRUCTION 2 ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, 0 THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC a ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE / WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. m ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. OL 0 ^ P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE R M VED M �F Du ° PROPQSED / 4 CK SERVICE ° RESTAURANT 4ROTOTYPE: ROC60-2020 11p. I 2,967 SF BLDG HT: 20'-7" 27 PARKING SPACES I1 FFFE 15.00' O I I ■ �■ I • ANTICIPATED ACTIVITY SCHEDULE ACTIVITY JUN 2018 JUL 2018 AUG 2018 SEPT 2018 NOV 2018 DEC 2018 1 INSTALL SEDIMENT CONTROLS 2 CLEARING AND GRADING 3 STORM DRAIN INSTALLATION 4 SANITARY SEWER INSTALLAT70N 5 GRASS (TEMP.) (PERM.) 6 UTILITY INSTALLATON 7 MAINTAIN EROSION CONTROL NONWOVEN!! MENOMINEE 8 BLDG. CONST. AND PAVING 9 FINAL LANDSCAPING 10 CLEAN UP O.R. = OFFICIAL RECORDS BOOK AND OR UTILITY PROVIDER OF EXPOSED CONFLICTS PROJECT ADDRESS: PORT ST. LUCIE, FL 3L,952 R.C.P. = REINFORCED CONCRETE PIPE IP1 SILT FENCE INLET PROTECTION / ® = SANITARY SEWER MANHOLE ,;7o SIGN IP INLET INSERT = SPOT ELEVATION ®= SERVICE BOX ® = STORM SEWER MANHOLE CE CONSTRUCTION EXIT �= UTILITY POLE 2 - WATER METER (D) = VALUE DERIVED FROM DEEDS OF SF SILT FENCE INSTALLATION CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. RECORD OR DESCRIPTIONS PROVIDED (F) = VALUE DERIVED FROM FIELD SURVEY SS SWPPP INFORMATION SIGN CLIENT ADDRESS: SOUTHLAKE, TX 76092 (P) = VALUE DERIVED FROM RECORDED PLAT GAS = UNDERGROUND GAS I OHW = OVERHEAD UTILITY WIRES ST OUTLET PROTECTION FM = SANITARY SEWER FORCE MAIN DATE: 8/16/17 DWG: PRJI wL =WATER MAIN O TREE PROTECTION �■ t - � LKVJIVIV VVIV IKVL MCAZ,UKLJ Kt VIZ,tU TNi:v PLANS AND ALL PRC°JSiD Wl'f 3\ IN FULL ARE SUBJECT TO ANY CORREC T iCRJS Q II/27/17 A EROSION CONTROL MEASURES REVISED KOUIRED BY FIELD INSPECTORS THAT Q 2/8/18 IN FULL MAY BE NECESSARY IN ORDER TO CCPI.RPL'Y WITH ALL APPLICARE CGDE3. 24 HOUR CON TACT• 04 5 E Q MEDATELY. DEREK BROWN (5 ) 77-2019 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 CIML CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. 0 20' 30, 40' SCALE: 1"=20' TIMOTHY W. STACKHOUSE LICENSE NO 81400 \\WIN\1111111�r , w:. STAc // i �1GEN-10 g�'•.• � �O�'.• STATE OP ✓,� L or ENGINEER OF RECORD FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL inc, CANTON, GA 30114 678-462-4072 OiriloonsultingEngineemino.00m EROSION CONTROL PLAN I ESI NOTES: 1. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. 2, FLUSH SURFACE STONE TOWARD SEDIMENT TRAP WITH HIGH VOLUME WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. 3. PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION. RIGHT-OF-WAY -20• MIN. 2% MIN. OR n SHED STONE WEIR MIN. SLOPE I VARIES TONE BASE \ASPHALT PAVEMENT PROVIDE CULVERT AS REQUIREDTO CARRY PRE-EXISTING DITCH FLOW (IF APPLICABLE) 1O'M288 CLASS 2 WOVEN GEOTEXTILE LINER 10" THICK MIN. - 2"-3" CLEAN STONE SECTION B-B CONSTRUCTION EXIT DETAIL SCALE: NONE I I FILTER FABRIC v/- MATERIAL SP PG1N�o M PX 5� C'' / 0 a. I FLOW o 2 FEET (MIN.) `-BACKFILL TRENCH o FLOW t-- . ATTACHING TWO SILT FENCES i ¢V z g FILTER FABRIC MATERIAL POST THE END POST OF THE w � ----SECURELY FASTENED TO SECOND FENCE INSIDE THE END THE POSTS POST OF THE FIRST FENCE V cD WOOD OR ROTATE BOTH POSTS AT LEAST q STEEL POST r-4"x6" TRENCH ,+ 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH x FLOW r' THE FABRIC MATERIAL DIRECTION OF m RUNOFF WATERS U.DRIVE BOTH POSTS 18" INTO w 12" (IMIN.) THE GROUND AND BURY FLAP 0 1 APPROXIMATELY 8" OF 1 - --- , FILTER FABRIC MATERIAL NOTES: -MUST EXTEND INTO A 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT TRENCH AND BE ANCHORED AND REMOVE SEDIMENT WHEN NECESSARY. a WITH COMPACTED BACKFILL 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA MATERIAL THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 0 3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, SILT FENCE DETAIL SCALE: NONE 2 �-CROSS BRACE 15" �-- MIN ._j 18" MAX. -�__2"x4" WOOD 2"x2" STAKE FRAME VIEW OF FRAME WITHOUT SILT FENCE FLOW I I I I I DRAIN_y GRATE LESS THAN 5% SLOPE 1-2 I -------------- PLAN =R EXCESS DRNERS VIEW OF FRAME r-2"x2" STAKE FABRIC -- FABRIC----- 1 EXTENDS— 12" MIN. SECTION NOTES. 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS 2. THE TOP OF THE FRAME (BONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY PASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. 3. THIS METHOD OF INLET PROTECTION IS APPLICABLE TEMPORARY DIKE WHERE THE INLET DRAINS IS A RELATIVELY FLAT AREA (IF NEEDED) (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SILT FENCE INLET PROTECTION DETAIL SCALE: NONE STORM-/ GRATE MANAGEABLE 2' CONTAINMENT AREA DANDY SACK TN (OR APPROVED EQUAL) I------------4' MIN .------------- NOTES: 1. "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, SWPPP INFORMATION AS SHOWN IN THE DETAIL. i 2. SIGN TO BE CONSTRUCTED OF A RIGID COMRACTORNO, COPY OF MATERIAL, SUCH AS PLYWOOD OR OUTDOOR CC9YOFN01 TRANERFCRM CONSTRUCTION SIGN BOARD. SIGN MUST BE CONSTRUCTED IN ORCOPERIdREE SITE NOTICE A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.), OPYOFGENE COPYOFSTATE 4' MIN. COPYOFPERMIT CONTRACTOR SUPPLIED 3. THE SWPPP INFORMATION SIGN MUST BE AUiHORL1TNIN PEMIT CONSTRUCTION LOCATED NEAR THE ENTRANCE/EXIT OF THE AUTHOAILITION SRENOTCE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY DETNLED DESCRIPTION OF THE LOCATION OF THE SWPPP HAZARD. MMENTATION ISINDER AND SITE MAPS) ON TIE SITE j 4. ALL POSTED DOCUMENTS MUST BE MAINTAINED -� IN A CLEARLY READABLE CONDITION AT ALL -- TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT, I 3' MIN, 5. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY. ---------------------------- 6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. I 3' MIN. 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPP INFORMATION SIGN. I j------ SWPPP INFORMATION SIGN DETAIL SCALE: NONE HOUR CONTACT: DEREK BROWN (504) 577-2019 STRAPS OPTIONAL OUTFLOW PORTS DUMPING STRAPS LET LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM 0-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80 % APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM 0-4491 1.5 SEC -1 NOTES: 1. FOR TEMPORARY USE TO CAPTURE LARGER DIAMETER SEDIMENTS. NOT TO BE UTILIZED AS THE ONLY SEDIMENT CONTAINMENT SYSTEM 2. GEOTEXTILE WILL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEED REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. AN OIL ADSORBENT PAD OR PILLOW CAN BE PURCHASED WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. INLET INSERT DETA_ I_L IP2 SCALE: NONE — THECE PI ",.NS AND ALL PRCPCS D PrORK ARE'LI6JECT TO ANY CCrlREC•i IC?13 `REOUIREO BY FIELD INSPECTC'RS T?I..AT FILAY BE NECESSAF?Y IN ORD?K TO C0i:4P1:Y tVIT 1 ALL APPLICABLE CiUEm.9. TIMOTHY W. STACKHOUSE LICENSE NO 81400 ST � O •'410ENSF'•.ti0 cP % No .m = .,�''•, STATE F V✓ ''S111NALIEN 0 ENGINEER OF RECORD CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY PROVIDER OF EXPOSED CONFLICTS 0 IT IS THE CLIENT OR CONTRACTORS RESPONSIBILITYTO O CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know whars below. THEREFORE CERTIFICATION TO THE LOCATION OF ALL .Call bef01'e you dig. UNDERGROUND UTILITIES ARE WITHHELD: BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 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: 8/16n7 1 DWG: PRJI FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL CANTON, GA 30114 678-462-4072 oiviloonoullingEnyineenino.00m EROSION CONTROL DETAILS ES2 .•,,,, ,— ..,.,. .. ,.,v ,,.o,nUmc,., 1 xnviUc, ,a micrvUCU UNL� 'r, �rc..,r,1 IwU wr_,v, r� „ ....o rncrnncU. ncwc I nn. ,MrnU IK Rc4NOVC VR mIn UVWMLN1 mmvU1 WKII[M A IHORILATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. n c� z Y w 0 O m u w U J 0 a GENERAL NOTES EROSION CONTROL SECTION VII (SWPPP NARRATIVE) 1.0 SITE DESCRIPTION A. NATURE OF CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES CONSIST OF THE DEMOLITION OF AN EXISTING BUILDING AND PARKING LOT, AND THE CONSTRUCTION OF ONE QUICK SERVICE RESTAURANT TOTALING 2,967 SF OF BUILDING AREA, AND 29,103 SF OF PAVEMENT AND SIDEWALK ON 1.41 ACRES OF PROPERTY WITHIN AN UNINCORPORATED PORTION OF ST. LUCIE COUNTY, FLORIDA. B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES THE FOLLOWING SEQUENCES OF MAJOR ACTIVITIES SHALL BE FOLLOWED UNLESS THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL OR EXCEEDS THE EROSION AND SEDIMENT CONTROL PRACTICES DESCRIBED IN THIS DOCUMENT, AND IS APPROVED BY THE ENGINEER. THE DETAILED SEQUENCE FOR THE ENTIRE PROJECT CAN VARY SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES, 1. PLACEMENT OF ALL EROSION CONTROL DEVICES. 2. CLEARING AND GRUBBING, EARTHWORK AND EXCAVATION OF PONDS. 3. STORM SEWER CONSTRUCTION; ALL STORM SEWER SHALL BE CONSTRUCTED IN THE UPSTREAM DIRECTION. 4. EARTHWORK ASSOCIATED WITH ROADWAY, CURB, SUBGRADE, BASE AND PAVEMENT. 5. FINAL NEED AND MULCH AND OR SODDING OF THE UNPAVED PROJECT AREAS AS CALL FOR IN PLANS. C. AREA ESTIMATES TOTAL SITE AREA: 1.41 ACRES TOTAL AREA DISTURBED: 1.62 ACRES D. RUNOFF DATA RUNOFF COEFFICIENTS: BEFORE: 86.7 DURING: 61 AFTER: 84.2 SOILS DATA: THE SOILS ARE RIVIERA FINE, WINDSOR LOAMY SANDS DRAINAGE AREAS FOR OUTFALL: STORMWATER SHALL BE DISCHARGED TO A FOOT OWNED DRAINAGE DITCH. E. SITE MAP THE CONSTRUCTION PLANS WILL SUBSTITUTE AS SITE MAPS. LOCATIONS OF THE REQUIRED INFORMATION ARE DESCRIBED BELOW. DRAINAGE PATTERNS: THE DRAINAGE FLOW DIRECTIONS ARE SHOWN ON THE GRADING AND DRAINAGE PLAN. APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN ON THE GRADING AND DRAINAGE PLANS AND CROSS SECTIONS. AREAS OF SOILS DISTURBANCE: THE AREAS TO BE DESCRIBED ARE INDICATED ON THE EROSION CONTROL PLAN. ANY AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DESCRIBED. AREAS NOT TO BE DISTURBED: FOR THE PURPOSE OF THIS PLAN, IT IS REASONABLE TO SAY THAT ALL AREAS OF THE PROJECT AREA WILL BE DISTURBED DURING EACH PHASE OF CONSTRUCTION. LOCATIONS OF CONTROLS: THE EROSION CONTROL DEVICES AND LOCATIONS ARE SHOWN ON THE EROSION CONTROL PLAN (ES1). AREAS TO BE STABILIZED: TEMPORARY STABILIZATION PRACTICES ARE ALSO SHOWN ON THE PLANS, IF APPLICABLE. AREAS OF PERMANENT STABILIZATION ARE SHOWN ON THE EROSION CONTROL PLAN (ES1) AND THE LANDSCAPE PLAN (LS1). SURFACE WATER: SURFACE WATER DISCHARGE IS SHOWN ON THE GRADING AND DRAINAGE PLANS. THE SURFACE WATER OF THE PROJECT WILL DISCHARGE TO AN EXISTING CATCH BASIN NORTHEAST OF OF THE PROPERTY. THE SURFACE WATERS OF THE PROJECT DISCHARGE INTO AN UNNAMED TRIBUTARY OF INDIAN RIVER. 2.0 CONTROLS: A. EROSION AND SEDIMENT CONTROLS THE FOLLOWING DEFINES GENERAL QUANTITIES FOR THE SEQUENCE OF CONSTRUCTION AND THE USE OF STABILIZATION AND STRUCTURAL PRACTICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. THE CONSTRUCTION OF THIS PROJECT IS EXPECTED TO LAST SIX MONTHS. INSTALL STABILIZED CONSTRUCTION ENTRANCE AT THE PROPOSED LOCATION OF THE DRIVEWAY WHERE CONSTRUCTION VEHICLES WILL BE ENTERING AND EXITING THE CONSTRUCTION SITE. THE DRIVEWAY SHALL BE CONSTRUCTED PER THE DETAIL PROVIDED ON SHEET ES2. INSTALL SILT FENCE TYPE III ALONG THE THE PERIMETER OF THE PROJECT PERIMETER. FILTER CLOTH UNDER THE GRATES ON CATCH BASINS MAY BE USED IN LIEU OF A SILT FENCE. SEE DETAIL ON SHEET ES2. INSTALL A TEMPORARY SEDIMENT BASIN FOR STORM WATER AS SHOWN ON THE EROSION CONTROL PLAN (ES1). TO BE REMOVED WHEN PERMANENT STORM WATER IS CONSTRUCTED. Al. STABILIZED PRACTICES TEMPORARY: SEED AND MULCH, AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104. PERMANENT: ALL STABILIZATION PRACTICES SHALL BE INSTALLED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY CEASED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. REVISIONS: A 11/27/17 A 2/8/18 QCURB LINE REVISIONS FLUME ADDED IN COUNTY R.O.W. AHYDRANT LOCATIONS ADDED UTILITY PIPE SIZES ADDED A2. STRUCTURAL PRACTICES TEMPORARY: SILT FENCE IN ACCORDANCE WITH FOOT INDEX 102 AND SPECIFICATION 104. STAKED TURBIDITY BARRIER IN ACCORDANCE WITH FOOT INDEX 103. SOIL TRACKING PREVENTION DEVICE IN ACCORDANCE WITH FOOT INDEX 106. A STABILIZED CONSTRUCTION ENTRANCE TO BE CONSTRUCTED PER THE DETAIL PROVIDED ON SHEET ES2. B. STORMWATER MANAGEMENT STORMWATER WILL BE CONVEYED IN STORM SEWER SYSTEM, CROSS DETAILS AND SWALES TO STORMWATER RETENTION/DETENTION PONDS. C. OTHER CONTROLS Cl. WASTE DISPOSAL THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FOR DOCUMENTING THIS PORTION OF THE SWPPP. C2. OFF -SITE VEHICLE TRACKING THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. C3. STATE AND LOCAL REGULATIONS (WASTE, SANITARY AND SEPTIC) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. D. STATE AND LOCAL PLANS THIS PROJECT WILL REQUIRE A SURFACE WATER PERMIT MODIFICATION FROM THE SOUTH FLORIDA WASTE MANAGEMENT DISTRICT (SFWMD) 3.0 MAINTENANCE ITEM MAINTENANCE REPLACEMENT INTERVAL SILT FENCE IN ACCORDANCE WITH SPECIFICATION SECTION 104 6 MO. PONDS REMOVE SEDIMENT WHEN IT BECOMES 6" DEEP 4.0 INSPECTION QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. POINTS OF DISCHARGE TO WATERS IN THE UNITED STATES POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM SYSTEMS DISTURBED AREAS OF THE SITE THAT THAT HAVE NOT BEEN FINALLY STABILIZED AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION STRUCTURAL CONTROLS STORMWATER MANAGEMENT SYSTEMS LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE 5.0 NON-STORMWATER DISCHARGES THE CONTRACTOR IS REQUIRED TO SUBMIT A DEWATERING PLAN TO SFWMD FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES THAT REQUIRE DEWATERING. THIS PLAN SHALL INCLUDE ANY STOCKPILE AREAS AND EXCAVATION AREAS. SEE SFWMD RULE 40 D-2 CONSUMPTIVE USE OF WATER, RULE 40 D-3 REGULATION WELLS SPECIFYING REQUIREMENTS FOR DEWATERING AND ERF APPLICATION SECTION E, SUBSECTION D CONSTRUCTION SCHEDULE AND TECHNIQUES. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE DISTRICT HAZARDOUS MATERIALS COORDINATOR, 6.0 RESPONSIBLE ENTITIES THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTOR(S) OR SUBCONTRACTOR(S) THAT WILL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT WILL BE RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF THE MEASURES IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THERE UNDER." NAME AND TITLE COMPANY NAME, ADDRESS AND PHONE NUMBER RESPONSIBLE ITEMS DATE LEO LEON SEVEN REAL ESTATE HOLDINGS, LLC, 334-678-8336 DESCRIPTION FOUND (YES/NO) AGENCY CONTACT INFORMATION j MANAGEMENT PLAN (YES OR NO) RELOCATION PLAN (YES OR NO) WETLANDS NO NO NO RARE SPECIES NO NO NO THREATENED SPECIES NO NO NO ENDANGERED SPECIES NO NO NO LISTED SPECIES NO NO NO INVASIVE/EXOTIC VEGETATION NO NO NO i CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND UTILITIES. ALL SHALL BE FIELD LOCATED AT EXISTING AND PROPOSED UTILITY CROSSINGS LOCATIONS PRIOR TO CONSTRUCTION, IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY PROVIDER OF ANY EXPOSED CONFLICTS 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know Whats b@IOW. THEREFORE CERTIFICATION TO THE LOCATION OF ALL Call before you dig. UNDERGROUND UTILITIES ARE WITHHELD, ONTACT: DER K BROWN SITE LOCATION MAP SCALE: 1" = 200' �77-?ni q BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 2/8/18 PROJECT NUMBER: 27080-001-01 THESE PL'UJSAND ALL PROPOSED Vj0pA PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN ARE SUBJECT TO ANY COF.RECTICFIS REQUIRED BY FIELD INSPECTORS THA T PROJECT ADDRESS: 6598 U.S. HIGHWAY I MAY BE NECESSARY IN 0I4D2R TO COMIPLYWITH ALL APPLICAB ECODES. PROJECT ADDRESS PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. FILE COPY CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE LICENSE NO 81400 Oxx� 1111111111 Srqclllll Q�.' VICENS F ~ ' No.81400 STATE Chun '• c<ORIDP,.•' G �10 I�N`\\ ENGINEER OF RECORD too FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C CANTON, GA 30114 678-462-4072 cm Iconwlti ng E ng i neevinc.com EROSION CONTROL SPECIFICATIONS I ES3 el I 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. 42' I 20.00' 1 N I u�O I ::�O� I I O O Qz O Z O ° w _ V g ¢ W 3 _- c/) Ir O Ow \U a r� w I $ (L G 7� cn N 3 3 n O H N N w O r o z � o Z N C_ w m d GO G Lo 6' TIE INTO EXISTING CURB & GUTTER ADD ADA RAMP TYP CR-G R1-1 STOP SIGN 12' 41.88"E 50.000'\ EXIST. EDP EL. 12.5' 6' 4" STOP , AR---- -- ROPOSE� 6 CRO SWALK WITH STANDARD CROSSWALK MARKINGS. SHEET C15 FOR DETAIL FOOT INDEX 17346 SPECIAL MARKING AREIS ADD ADA RAMP ;ps, TYP CR-G TIE INTO EXISTING CURB & GUTTER 78.00' I I I I I I r 201, CLOSE E 3 DRIVEWA I I U I I w ¢ Q I ¢ \ Z C] cr of a 0 0 X I uj W z w I X I In I I I o d m ,CL04O� I N I I I N U I I /\- J EXIST. z E.O.P EL. 13.0' 0 LT z J d I N.W.0 _ - 22.00' SEC. 1 120' ICIO Q W EL cn (n O -j 13 5' --- 9 2.2� I - N89"42'33"E 106.00'-�' 6' PERPETUAL EASEMENT x x PER O.R. 1831, PG. 30 D AS PER O.R., PG. 2121 EX. CROSSWALK EX. SIGNALIZED INTERSECTION BENCHMARK 1 EV=12.76' NAVD88 EL /I��/jIX P.K.&DISK P.S.M.6868 I I I jl I I I '-I _*wpweNc e II oil I 71 0 zi I I TIE INTO 1 ; EXISTING SIDEWALK 3 PEDESTRIAN RAILING FOOT INDEX 862 TYPE 1 li ri I I QI CALCULATION FOR REQUIRED LANDSCAPE STRIP REQUIRED LANDSCAPE STRIP 15 FEET MEASURED FROM RIGHT OF WAY LINE PROPOSED LANDSCAPE STRIP 10 FEET MEASURED FROM DEDICATED RIGHT OF WAY LINE 10 FEET X 372 FEET (LENGTH OF RIGHT OF WAY LINE) = 3720 SF THIS AREA WILL BE MADE UP NORTH OF THE ROADWAY OF HARDEE AVE w1 PROP 6' SIDWALK 2 (R3-5R) o RIGHT TURN ONLY S89" 47' 18.12"W 202,116' SIGN 3 E -- --�-- FTOf T 'YfE F -- -- CURB &GUTTER R/W LINE H Ory 0 PER INDEX 300 ry. ^ a .gym . .1 .. .m.N x ARDEE AVNU ..1• . 50 R W A A5'PER DEED. BOOK 19. PG 1,3 AND AS PER ' N WHITE CITY GARDNES .UNRECORDED. PL T .DE D BOQK 187 PG..'.410 a 40 15237 ROADWAY TO BE BUILT TO s X 6" WIDE DOUBLE COUNTY STANDARDS FOR EX.. MIX GRAVEL/ASP HALT .L I .. YELLOW STRIPE ^h C.DMMERChAL ..DRIVE. rA.CCESS,'.OAD .(WoTH VARIES) . U N89'47'18"E EX. BILLBOARD z w w m o A 40.00' SIGN TO REMAIN g � 20* : y0. DEDICATE 5' OF R RIGHT OF WAY ^A6'.' Px R1W LINE -- EX. _ ~ NO'17'27"W METAL BL OARD SIGNPOST 202.00' P CONC 6.0'S.00'0 EN POLE TO B RELOCATED PER F L I 150' EOP-EOP RIGHT TURN ONLY SIGN D L(R3-_5R)]]_pj 31.9' I I .� 5.87 EX. CONCRETE I LPU } 6" TRAFFIC B POLE TO REMAIN I rn PLACED 5' 0. .,' P I 6" BLUE &WHITE .p PR P 6' SIDEWALK I H- LL STRIPES PER (TYP.) N OVERHEAD BILLBOARD wl � ., PER DETAIL SHEET Ni ADD NEW TYPE -F NI w o C11 f i� " CURB & GUTTER ¢I o WH TE TYP) BLUE GORED P ADA PARKING wl ¢ � J Yj PER ECI7L O SIGtJ. TAIL SEE FDOT DETAIL O �I z LL 8 SHEETcn - PLANTED PICK UP 'NC, S/W P TYP ( ) JI ¢ WINDOW NO'1T27"W ti I _ 72.41' SAFETY ENTRY PAY 143.98' ofLo N 26 I E RY n HAND RAIL PROPOSED I �I PROPOSED W QUICK SERVICE r`. 40' DEDICATED ^' CROSSWALK JI ° y RESTAURANT TO D.O.T I T- 5' PROTOTYPE: ROC60-2020 R/W 9'42'33"E 100.00' OF THE S.E. 1/4 40 -- -- NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SITE WORK SPECIFICATIONS AND SHALL COMPLY APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. REFERENCE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, SIDEWALKS, STEPS, TRANSFORMER PADS, ETC. 3. TOPOGRAPHIC BOUNDARY SURVEY, PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY: WRIGHTPSM, LLC 2263 NW 3RD AVE BOCA RATON, FL 33431 PHONE: (772)-538-1858 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. ALL DIMENSIONS SHOWN TO BUILDINGS ARE TO OUTSIDE FACE OF BUILDING. 5. ALL HANDICAP ACCESSIBLE PARKING SIGNS AND STRIPING SHALL BE IN ACCORDANCE WITH THE AMERICAN WITH DISABILITY ACT (ADA) REQUIREMENTS AND STATE CODE. 6. ALL TRAFFIC SIGNS SHALL CONFORM TO THE UNIFORM TRAFFIC CONTROL MANUAL AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION. 7. ALL STRIPED OR CURBED RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXISTING IMPROVEMENTS, ONSITE OR OFF SITE, SUCH AS PAVEMENT, UTILITIES, STORM DRAINAGE, ETC. THE REPAIR MUST BE APPROVED BY THE ENGINEER AND BE EQUAL OR BETTER THAN EXISTING CONDITIONS. KEYNOTES: SITE AREA CALCULATIONS O INSTALL GROUND MOUNTED MONUMENT SIGN PER ARCHITECTURAL DETAILS, WIRED TO HOUSE PANEL -PERMITTED BY OTHERS O INSTALL (R1-1) "STOP" SIGN PER MUTCD STANDARDS. TOTAL SITE AREA PROPOSED DEDICATED AREA TO FOOT PROPOSED DEDICATED AREA TO COUNTY 61,508 SF 1.41 AC. 5,167 SF 0.12 AC. 4,049 SF (0.09 AC.) O DUMPSTER ENCLOSURE PER ARCHITECTURAL PLANS O WHITE THERMOPLASTIC DIRECTIONAL STRIPING ARROW (TYP.) SITE AREA EXISTING IMPERVIOUS AREA 52,292 SF (1.20 AC.) 40,779 SF (0.94 AC.) (66.3%) O INSTALL t 195 LF OF 6" WIDE SOLID WHITE STRIPING H 12"08" INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH 6%12" $250 FINE BUILDING PAVEMENT/SIDEWALK 6,918 SF (.16 AC.) (11.2% 33,861 SF (.78 AC.) (55.1% EXISTING PERVIOUS AREA 20,729 SF (0.w AC.) (33.7%) INSTALL SOLID WHITE STOP BAR 100 MIL OPEN SPACE 20,729 SF (0.47 AC.) (33.7% O THERMOPLASTIC 24" O CLEARANCE BAR PER ARCHITECTURAL DETAILS DETENTION 0 SF (0 AC.) (0.0%) SPEAKER BOX, MENU BOARD &CANOPY PER ARCHITECTURAL PROPOSED IMPERVIOUS AREA 30,581 SF (0.70 AC.) (58.5%) INSTALL HIGH EMPHASIS ADA CROSSWALK, 12" SOLID WHITE O BUILDING 2,967 SF (.07 AC.) (5.77) -- -- -- O THERMOPLASTIC STRIPING, SPACED 6' INSIDE EDGE TO DETAILS PAVEMENT/SIDEWALK 27,614 SF (.63 AC.) (52.8%) INSIDE EDGE END C&G O TRANSFORMER PAD PER FP&L REQUIREMENTS PROPOSED PERVIOUS AREA 21,711 SF (0.50 AC.) (41.57.) OPEN SPACE 18,517 SF (0.43 AC.) (35.4%) DETENTION 3,194 SF (0.07 AC.) (6.1%) 26LF OF RIBBON CURB INSTALL 6" WIDE "DOUBLE YELLOW' STRIPING DISTURBED SOIL SHALL z L BE COMPACTED TO 98% 5 m STANDARD PROCTOR ____ -------------------------- DETAIL-ON SB _______ --�--- U---------- O INSTALL (R5-1) "DO NOT ENTER" SIGN PER SITE DATA 24" SOLID WHITE MUTCD STANDARDS. PARCEL ID: 3415-502-0011-000-4 3415-502-0014-000-5 END C&G R1-1 STOP SIGN ;(+ 'n I 3415-502-0015-000-2 D cNn I ABANDONED PORTION OF FUTURE LAND USE: COMMERCIAL < HARDEE AVER W STUB AND PLANT 0 AS PER O.R. 1838, PG. 1828 PROPOSED USE: FAST FOOD RESTAURANT __ ___ CURRENT ZONING CLASSIFICATION: CG - COMMERCIAL GENERAL RIG F Y N89'47'18"E(C) 412.00'{)%-- -- \ - -- _- CURRENT LOCAL JURISDICTION: ST. LUCIE COUNTY, FL i 70.00' 70.00' 70.00' FLOOD ZONE CLASSIFICATION: 'ZONE X' N89°47'18"E 372.00' 70.00' PROPOSED BUILDING HEIGHT: 20'-7" -- -- -- -- '- -' SET #5 REBAR PROPOSED RIGHT OF WAY I -- ak-- P.S.M. 6868 PLANTED LP PROPOSED 24" C&G 10' S.B.S.L 10' A DSCAPE STRIP SO'1T27"E PROPOSED RETAINING WALL 5,00, ONS\F�RETAINING WALL FOUNDATION TYP. Ci I \ / 2 EX. SEWER LINE TO BE ^. I TV CAMERAED TO APPROXIMATE LOCATION B ACK N R E N LP OF EXISTING SANITARY SEWER I ENSURE THE INTEGRITY 0 OF THE LINE IF IT DIRECTION PROPERTY USE ZONING NORTH OFFICES CG-COMMERCIAL GENERAL EAST VACANT CG-COMMERCIAL GENERAL SOUTH RESTAURANT CG-COMMERCIAL GENERAL WEST RETAIL CG-COMMERCIAL GENERAL LANTE�D A a �� < Qry d rp a ° 5 hq eLl� ,' " DUMPSTER �• F 2 e {IkXps O-S ''o , MATCH BUI� 213.63' - M ' -, _ - 19.42' - 4oAq f " NIENU °\' MANHOLE. TO BE FIELD VERIFIED. ENCLOSURE TO DING SOD RIP RAP SHOWS ANY EVIDENCE BUILDING DATA AROUND INFILTRATION, SAG, 1J lJ CONTROL BLOCKAGE OR STRUCTURQNFERIOR MATERIAL THE LINE SHALL BE I SO 17'27"E GROSS BUILDING AREA TR INDOW Co BC+ARD \ "h v'. '�: WHEELSTOPS LOT LINES AS PER WHITE. T REMOVED & REPLACED I 143.65' IN TOTAL PER CURRENT GROSS FLOOR AREA f2,967 SQ. FL O �' !) mOEA O Co. I- - MENU • (TYP) •' 0 \ BOARD g , .; J �qCT• fi0 ?q, "' '' GARDENS UNRECORDED P DEED BOOK 187, PG. 410' PLUMBING CODE BUILDING COVERAGE: 4.8% PROPOSED BUILDING HEIGHT: 20'-7" ) /� EAKER \ I�di�i �.� - : • FRE _ i I��1,�. . • 3e 100' 3'AUA K/YMT' N Z F /L I- NEW R/W LINE 0 i \y 44' ¢ END PROP. 6' SIDEWALK I 18, y 7 w TIE INTO EX. SIDEWALK I 6 STAMPED HERRINGBO 49.98' a o ry COLORE6\CONCRET� 3\ 0 1.98I N I ALL IMPROVEMENTS 01 z 31 a� IN THIS AREA TO g J \ N I `Ix BE REMOVED $ CL Ell S� 1 CO C-PP PROPOSED CO pP MONUMENT SIGN 1 \ WIRED TO HOUSE \`slLgo Q PANEL I`c SEPARATE PERMIT �\ 9� REQUIRED- O PLAN 1SFl e d 4% 0 \GQ 1Rs `F2\ r] m u s vlv 3 x 8 '45'43"W TRAFFIC 'ANCH• • IN ENTRY • i �: 4 -i • / I ��1 I C'`I,. •PLACED 5' O.C. BUTTONSPRE DIRECTION REQUIRED SETBACK PROVIDED SETBACK FRONT (WEST) 25 FEET 72.41' REAR (EAST) 20 FEET 213.63' SIDE (SOUTH) 20 FEET 66.66, SIDE (NORTH) 10 FEET 36.40' 'S I `L4i _ EMPLO EE PA KING. m X w PLANTEDf PLANTE 7 I w I ^ P.LD. 3415-502-0016-000-9 PROP. CONCI'S/W RIGHT TURN �, p3 R o a OWNER: 1368 HUFFMAN LLC TYP R-`G .ONLY SIGN 0 1 h x-, r--- -era----+�--- ZONED: CG CLEARANCE , -- -- - 6" WIDE DOUBLE PARKING DATA cK ADA RAMP: BAR `Q ! 2" STRIPE W/ I 3� = I % • , YELLOW STRIPING111111111 0 N _� N 30'x12' 4' SKIP - - - i SHIGH RIDGE F COUNTY PARKING REQUIRED: R5-1 MIN. ELE� + 7, ' RESTAURANT TEN SPACES PER EVERY 1000 SQUARE FEET OF GROSS FLOOR AREA O O o w LOADING \ n DO NOT ENTER ♦ 1 g.a'. _. EX. 2" FM PER CITY MAPS 2967 1000 = 2.967 • 10 = 30 30 SPACES SPACE GRAVITY WALL 'a GRAVITY WALL' "' ' SIC'N PROI�s 30' PSLU �� I ABANDONED SITE ENTRANCE / \\'\ CONC. P.P. ---- - 2.6'N 1.7 E IN THIS AREA TC ` BE REMOV -- PP cone PP CONC EX. /W 89'45'43"W 1 EX. C&G _ N 389'45'4 W o 49. 1 CONCRETE CURB ISLAND I Y N GAS - SS 9. SITE LIGHTING SHALL BE INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. ALL PARKING LOT LIGHTING POLES, BASES, FIXTURES WITH LAMPS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR'S ELECTRICAL CONTRACTOR AND SHALL SUPPLY A ONE YEAR WARRANTY CERTIFICATE. 10. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE CONSTRUCTION BEGINS, 11. SITE CONTRACTOR SHALL SUPPLY AS -BUILT PLANS INDICATING ALL CHANGES AND DEVIATIONS. 12. ANY DEVIATION FROM THESE PLANS MAY CAUSE THE WORK TO BE UNACCEPTABLE. 13. ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING THE CONSTRUCTION PROCESS SHALL BE IDENTIFIED TO THE ENGINEER IMMEDIATELY. 14. ALL CONCRETE SHALL BE 4,000 PSI 28 DAY COMPRESSIVE STRENGTH. 15. PROJECT SIGNAGE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 16. ALL CURB AND GUTTER WITHIN THE DEVELOPMENT SHALL BE 24" TYPE 'F', UNLESS OTHERWISE NOTED. 17. PARKING LOT STRIPING SHALL BE INCLUDED IN PAVING CONTRACTOR'S SCOPE FOR WORK. STRIPING WILL BE ACCORDING TO OWNER'S SPECIFICATIONS. ALL STRIPING IS TO HAVE TWO (2) COATS OF PAINT (MIN). 18. CONCRETE PAVING SHALL BE TINTED AND SEALED. SOLOMONS COLOR, SGS INTEGRAL COLOR #920 BLACK ONYX 1 SHALL BE USED AT A RATE OF 25 LB BAG PER A YARD OF CONCRETE. THE CONCRETE SEALER SHALL BE WR MEADOWS SEALER CS-309-30. 1 POUND OF CONCRETE DYE SHALL BE MIXED WITH EVERY 5 GALLONS OF SEALER. 19. WITHIN 90 DAYS OF SITE PLAN APPROVAL, ALL CATEGORY I INVASIVE PLANTS SHALL BE REMOVED FROM THE SITE. EX. TRAFFIC FLOW 0 in -- ----- --------------- EX. EOP GAS GAS GAS GAS OF WAY PER FDOT INDEX 6011 I I _STANDARD- PER FDOT INDEX 6011 r1a� Q h ACCES ENT a C.B.S. RETAINING WALLS ncrelL curEr ��'' n h NO CROSSING PIPES FOUND TOTAL PARKING REQUIRED 30 SPACES FDOT YPE F m PROP. 30' PSLUSD BURGER KING PROVIDED PARKING 0 �O M 122 RB & UTTER UTILITY EASEMENT f ^' o o O j m N �- 30' TEMPORARY STANDARD SPACES 10'x18' 25 SPACES O O ACCESSIBLE SPACES 12'08' 2 SPACES 7 \ - CONSTRUCTION EASEMENT --- TOTAL PARKING PROVIDED 27 SPACES P A Z I I VFWAY R 1NUNl=9E_KLLTEBI�9IYROAO -PRO SY SED 4rC&�G - -� L Iy�€810_PSLUSD EASEMENT ____________ 13' __ _ 20' PERMANENT 13_EASEMENT AS PER O.R. 1831, PG, 3051 INDEX 300 ' PARKING STiALL ADD ADA RAMP MAINTAIN NO MORE D A RAMP2 - CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND PROP. GAS h - - A D A PE F.D. T. W P P NTE V L PE DE IL TY CR-G THAN 2% CRO S S OP T -G- N o Ai OF _ - �,- - - _- _-- - -- -- - \- 26 -r" -- UTILITIES. UTILITIES EANDLSTO MACROS INGS.TED PRIOR TMMEODIATELY BRING ---zO- °�' oM €x I AT ------------- °M- _ �- _ 5W i7Y7_0' - - I. I ENGINEER AND / OR UTILITY C° TIE INTO ATTENTION THE 0 / _ 4 PROVIDER OFNEXPOSED CONFLICTS / : -_ _. / oM oM oM II\ oM-� P �,�� -------XISTIN6 SIDEWALK--- ----------- -- 3 0 --- --- ---- SO'1T27"E 11.00' - R/W LINE o EX. 2" REFER TO FOOT I TIE INTO EXISTING p. 0 S PER UNRECORDED PLAT N WATER MAIN INDEX 310 FOR N 3 CURB & GUTTER 4" STOP BAR CUT NEA' %" qN EDGE r` - --------- ---------------- ________________ ---- EX. TRAFFIC FLOW PE CITY MAPS ► 4' THICK SIDEWALK $ b R1-1 STOP SIGN OUNTY RIGHT OF , �' r S89'45'43"W 173.34' O WAY PERMIT REQUIRED 0 �_ --��- - ' 89- '43" 644.61 E S. 6- REBAR, P.L.S. 4942 LEANING. REPLACED WITH ---- _------- ___�IZT.7`---- - - -- _x ------- - -- - - 5 REBAR P.S.M. 686 t# MrI)JAN BLOCK WALL 1.1' WEST I K I TTE R M A NI P A D (P AVD R /W VA 1 E J) 3 S R/W LINE AS PER F.D.O.T. R/R MAP STORMWATER LEGAL POSITI�E� OUTFALL �__ -- --------- I _ __ LOC TION AT DRAINAGE PIPE EX. EDP C N . 94010-2500 POSTED SPEED LIMIT: 30 MPH APPROXIMATE LOCATION FOR SECTION o _-___ --------�-- � EX. CONCRETE POLE � TIE INTO EXISTING o� EX. GAS LINE. CONTRACTOR________________ __3 ----- ---- - - BUILDING PROTOTYPE: ROC60-2020 TO BE PROTECTED CURB &GUTTER ________ _ TQ.-VERIFY LOCATION. REMOVE EXISTING GOR STRIPING TO ALLOW LEFT OPPOSING DRIVEWAY - GAS GAS7 GAS CAS GAS GAS C,8''' GAS GAS GAS -- GAS ' GAS GAS GAS GAS RIRU-- \ GAS GAS GAS _GAS_ \ • ^ , ^ , ^ , ^ ^ , , R/W LINE OF KTTERMAN ROAD x I AS PER O.R. 1831, PG. 305 ` a x � / a v 1 VICINITY MAP MAP N TS LEGEND - EXISTING �= BACKFLOW PREVENTER = BENCHMARK 0 = CLEANOUT C.M.P. = CORRUGATED METAL PIPE C.P.P. = CORRUGATED PLASTIC PIPE ®= ELECTRIC METER CI = FIRE HYDRANT G = GUY ANCHOR IP 0= IRON PIPE IR 0= IRON ROD IR&C = IRON ROD & CAP O.R. = OFFICIAL RECORDS BOOK R.C.P. = REINFORCED CONCRETE PIPE ®= SANITARY SEWER MANHOLE - (>°°= SIGN SPOT ELEVATION ®= SERVICE BOX 0 = STORM SEWER MANHOLE CO- UTILITY POLE ®= WATER METER (D) = VALUE DERIVED FROM DEEDS OF RECORD OR DESCRIPTIONS PROVIDED (F) = VALUE DERIVED FROM FIELD SURVEY (P) = VALUE DERIVED FROM RECORDED PLAT -GAS- = UNDERGROUND GAS -oHw- = OVERHEAD UTILITY WIRES -FM- = SANITARY SEWER FORCE MAIN -wL = WATER MAIN 24-HOUR ( U G GAS GAS 8 - � EX. RIGHT OF WAY PROPOSED 6' CROSSWALK % o n BENCHMARK 2 STANDARD CROSSWALK MARKINGS. CONTRACTOR TO COORDINATE -0 K.&DIS.34' NAVD88 SEE SHEET C15 FOR DETAIL / WITH FPL TO DETERMINE IF �F'DOT"TNDEX 17346.K.&DISK P.S.M.6868 i POLE NEEDS TO BE RELOCATED. SPECIAL MARKING AREAS 7 LEGEND - PROPOSED -------__...... PROPERTY LINE SIDEWALKS AND ARCHITECTURAL CONCRETE PROPOSED CURB &GUTTER RAILING HEAVY DUTY ASPHALTIC CONCRETE \ PARKING SPACE NUMBER STANDARD DUTY CONCRETE * ` (COLORED BLACK PER SPECIFICATION) C PARKING SPACES DIRECTIONAL ARROWS �Il�lll STANDARD DUTY ASPHALTIIC CONCRETE STOP BAR 0 20' 30' 40' HEAVY DUTY CONCRETE PAVEMENT �� ACCESSIBLE SPACES , (COLORED BLACK PER SPECIFICATION) SCALE: 1"=20' ID SIGN COUNTY ROADWAY / HARDEE AVENUE 0 t� TIMOTHY W. PROPOSED LIGHT POLES STACKHOUSE ARCHITECTURAL PAVERS LICENSE NO 81400 (PLANS FOR DETAILS)FER TO URAL \o, \ I N 1-ll s)-A xxxi� THI SPU1,13 AND ALL PCPCSM WORK`�\�O.•'' �ICENSF C;t ASE SUBJECT TO ANY CORREC T ICHS � O REQUIRED BY FIELD INSPECTOIRS THAT _ No. cGn fXiY BE NECESSARY IN ORDER TO Y" _ C IziPLY WITH ALL APPLICABLE CODEu. FILE Cq�s ..,I STATE �..1;`n,n •. CORIDA , ' 'i ONAL ENG�r�� "1111111kii0 3 R O W N 5 0 4) 5 7 7- 2 019 ENGINEER OF RECORD THIS DOCUMENT, 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 BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. .11 X NI ° / _/f�/� �. �.'i- -- �_ -- -' --• I / I fi £n"&bYz°�'Y `I k �� I wl . /// /// \ xo� -- ^_ x� I x .t S89 47 18.12 W 202.116 •• -s=µ -- - -- -- 10.0----gam-- S 2' 41.88 -- I 50.000I 1 36 :5 11.0 10.5 11. / J /- '�-Z J -- - \ x x muo - - x - ` - - x9 SITE �--Xg IP -�- -� '� w �1 x x 7 h I, �ti' 1 �� P, x�c. O 12p p. 0 �J',\ �. /aj / x hx % x 12.5 A' P� x 5 77 1 x w I x� - C Cn P 6 / x x\ o / I I \ I I 1 4 R W IN 48%0 ^ R 11.5 12.0 12.5 13. �o N89'47'18"E(C) 412.00' �L) i i �_. -$ x -- ---- \ ° y 1 I NO*k7'27"W-11.5,�n �mnn'-- f3- -- 0 0,r2� „ -- -----9.5'-� 9.0 -- �� I 1 E. I I I I X o' 5.00 1 -12.5 13.0- 0 S 12.5 120 S 11.0 S� I I > o� - VICINITY MAP 14.0 13.5- 14.p �i3 13.0-e Dom- \ SO'17'27"E / / x J I _ NTS 1 I I I II I 1 ¢• x + 94 x 77 48 \ �700 TOP OF -WALL 2 14.0 p� p� ] �� 13- \1�� o BOT. OF WALL: �960 I B�T. OF WAIrL: 09s� r Ix \ \ I P b° x I I I I I cn x J w 6� x r 09� 09 ° 7.0 / a s 40 - � 1 � 9 F_ 80 P\ I cn - -- --� 0 1 1 08 d 0k I I= I I z --0 1500 x I, SO1T27"E 0'17'27' w N 1 I I \i43.98' Iul ��$ PROPOSED a.s /o \ \ ° / I / d g /QlI)�CK SERVICE I O \ RESTAURANT 45 \ N, x t410I +1A26 144 /PROTOTYPE: ROC60-2020 II «'• 14- 23 t 52 131� I 50 \ 2,967 SF `� �' • 47 26 14 42 I BLDG HT: 20'-7" 14- 13 2 Q BOT. Of ALL: 12 BOT, OF WALL: 09 U \ \ 15 t}4- 27 PARKING SPACES p r P WALL: 1 _ N TOP Of WA 11i250 �. I \ L a - 3' 0 4 f O 2. x o' x 8s I 1 i < %� FFE 15.00' x I x 12 / 1 - Q W I I\ I I I g o{ p \0 9 r �e`� �9 / I I �, 5 W m WW d o o r �� 00 O I p 1 \ \ E. i I �i Ix� x / { I g5 \ 4 + u / i i I h 14 15----- r 13 52 0 1/ - 0 11.0 Ld / \ (� d I I o p \ _ _ 23 13- ° \ I I - J \ �iI i I I I� I Ni �S - x 1 - �=� r �I 3.1% �� U T_ �Jo J iI i III D� o p �,C 1 14- 13- / 5\ 05�° L 11. 2 1042 0 I h ^ °!\ xp' 7 (n / \ II ® h 12-� ,o ug{I, qq,,�� A.,! x v- x x I TAPER DOWN p .c�'' I x ° O 11 v 1O x Y. �,°/ '� x 0 O \ x W Q� 1 1,yao I 1 �x , S S ' i�URB OVER'=}' `a/ x /1 8 ° \ x° xc 104t �2y l o is \ M 1 _ J o ° J 0.8% �, la 2% x - / 1 �� x - c - x ?S ` y 14- \ I b p. \ 89 \ \ I - - -_ -- -- 7 J J \ N89 33 E 100.00 x L� I \ 0 ��\ ,R j �° �rn° \ / \ 2 \ + 1290 9 - 'I r_ l K \ x x O' !j<' ? S o 9 \ p II P x\ \ ti O \421.6 { x 7 xp. x 2S�\ 41 14 J \ \ 13 85� \ i 10 7 I I o / _ x 14 16 , _ � Oy 2 Gfcai Lam_ x l � � 02 . 4-� - x I x �� ,�o• � � 4.514. 13.5 --- 1. cs /^o / \ \ � ' _ d '�Q, / 13.5 13.0 5 12.512.05 ` ° f .0 - - - 11.017 - - -- l \\ _-oM-^AI oM-o I 0� I ,BO . OF-W9LL I B T. OF WALL: 12- p --------- "^ ��� - -R/W P, C L o 1 2 S89'45'4 �f48.fiE' - '� ° lµ----- _ P OF _ mo Qr WALE: -14------- x4r-------- -- ----- -- -- _ - - - - - - - s'-----��----------- - _ _ _ N 9'42'33"E 100.00' aG " - s x.- _ - sm s,� sm sG�3 - _ _ x - "- TOP OF WAL . � Y ---- --- _ -..__ __ ._- ^, w oar 0 n , -- - - -- - -- -- -_cw--_x9__ 90 � �0'1T27�E 11. - S894 '43"w \ /L�� R/W LINE o BOT.'OF WALL: 11 - -TOP OF WAL : ----- o 0 0' - 3 ` 5 49.71' \ \ <S PER-ERPLAT N a �'E' ! ----- �' --- = -_ 1 / I ND � � A• � � ---- M.E. Xa--� �--------------------- \ • 1x' CONCRETE C RB ISLAND ORNE OF THE S.E. 1 4 8 '45�4 ' W _ x _. s8s•45'43"w t .34' 2154.62 (M) 15-36 40 - -- --T--- -- °�-�-- -- - a ^ _ SEC. 15-36- 0 r i r ICI-TfiE�M AU 0 A �P A C V A-� I E S j ° S. R/W LINE AS PER F.D.0 -R/W MAP / FWD. 4X4" C \ POSTE-0-SPEED LIMIT: 30 MPH � F jSECTIONN NO_-940'�-NOO \ FILE COPY/ _. GAS I,n GASJ-- - GAs�i AS GAS GAS-H-GAS - GAS -- GAS OAS GAS GAS GAS GAS GAS GAS -� GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS - BUILDING PROTOTYPE: ROC60-2020 LEGEND - EXISTING LEGEND - PROPOSED GRADING NOTES: 8 REVISIONS: 8/09/18 �= BACKFLOW PREVENTER -50.50 PROPOSED CONTOURS �= BENCHMARK 1. ELEVATIONS ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY", 16. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE 29. AS -BUILT DRAWINGS MUST DEPICT THE SIZE, TYPE OF MATERIAL, AND PROJECT NUMBER: 27080-001-01 ®= CLEANOUT ELEVATION 11.505 FEET, NAVD88. CONNECTION AT STRUCTURE IS WATERTIGHT. HORIZONTAL AND VERTICAL LOCATION OF ALL STORMWATER RELATED SITE C.M.P. = CORRUGATED METAL PIPE RCP STORMWATER PIPE IMPROVEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO STORMWATER PIPES C.P.P. = CORRUGATED PLASTIC PIPE 2. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE ENGINEER OF 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS (INVERTS MUST BE SHOWN), INLETS, CURBS, SWALES, BERMS AND GRADE ®= ELECTRIC METER X% ANY UNACCEPTABLE AREAS. NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. CHANGES IN PAVED AREAS. IN PARKING AND RETENTION AREAS THE PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN 0SLOPE ARROW = FIRE HYDRANT 3. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. 18. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS'. FOR AS -BUILT DRAWINGS MUST INCLUDE TOP -OF -BANK, TOE -OF -SLOPE, GRADE 0 = GUY ANCHOR 4. FINISHED FLOOR ELEVATION = 15.00 ALL NATURAL AND PAVED AREAS. BREAKS, AND BOTTOM ELEVATIONS. PAVED, CONCRETE, AND LANDSCAPED IP 0= IRON PIPE rOp DRAINAGE STRUCTURES 5. ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, DRIVEWAY 19. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM AREAS MUST BE CLEARLY DEFINED. PROJECT ADDRESS: 6598 U.S. HIGHWAY I IR 0= IRON ROD A SURVEY PREPARED BY WRIGHTPSM, LLC JOB NUMBER 17-0320 DATED IR&C 0= IRON ROD & CAP APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY 5/21/2017 CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS UNDERGROUND O.R. = OFFICIAL RECORDS BOOK . P EXISTING SPOT ELEVATION LINE IN THE RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR R.C.P. REINFORCED CONCRETE PIPE xti STATE SPECIFICATIONS AND REQUIREMENTS, 20. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON UTILITIES. ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION ®= SANITARY SEWER MANHOLE 6. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR REPLACE ALL THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 = SIGN 5050 PROPOSED SPOT ELEVATION (ADD 200') TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER ENGINEER DAMAGE DONE TO EXISTING ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, / SPOT ELEVATION / THE OWNER AND ENGINEER FOR REVIEW ®= SERVICE BOX H.P. PROPOSED HIGH POINT ETC.) AS REQUIRED BY OWNER AND/OR GOVERNING AUTHORITY. 21. CONTRACTOR To VERIFY EXISTING PAVEMENT GRADES WHERE AND / OR UTILITY PROVIDER Of EXPOSED CONFLICTS CLIENT: VERDAD REAL ESTATE 0 = STORM SEWER MANHOLE 7. FOR PROPOSED UTILITY LOCATION, SEE THE UTILITY PLAN. MODIFICATIONS/DRIVEWAY CONNECTIONS ARE BEING MADE, IF THERE IS ANY "f}r- UTILITY POLE M.E. MATCH EXISTING GRADE 8. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES DEVIATION FROM THE EXISTING GRADES SHOWN HEREON CONTRACTOR MUST 0 IT/STHE CLIENT ORCONTRACTOR'S RESPONSIBILITY TO ®= WATER METER ELEVATION INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. CONTACT ENGINEER OF RECORD FOR DIRECTION. 0 CONTACT U77UTY COMPANIES PRIOR TO ANY (D) = VALUE DERIVED FROM DEEDS of UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. CONTRACTOR Q CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. RECORD OR DESCRIPTIONS PROVIDED SHALL DISPOSE OF ALL WASTE/DEBRIS FROM SITE TO A PROPER AND 22. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. (F) = VALUE DERIVED FROM FIELD SURVEY EXISTING TREE 3' OF TOPSOIL AND BE SODDED TO MATCH SURROUNDING AREA. THEREFORE CERTIFICATIONTO THE LOCATION OFALL (P) = VALUE DERIVED FROM RECORDED PLAT APPROVED WASTE SITE 23. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR Know whals below. UNDERGROUND UTILITIES ARE WITHHELD. -GAS-= UNDERGROUND GAS 9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR STEEPER. CONTRACTOR SHALL SOD DISTURBED AREAS IN ACCORDANCE WITH Cal I before you dig. CLIENT ADDRESS: SOUTHLAKE, TX 76092 -oHw- = OVERHEAD UTILITY WIRES ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON COUNTY SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. -FN- = SANITARY SEWER FORCE MAIN RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND -wL = WATER MAIN MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE BE CONSTRUCTED TO SAME. RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL 24ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR DATE: 8/16/17 DWG: PRJI . THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY INVERT FROM INVERT IN TO INVERT OUT. EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 25. CONTRACTOR TO MAINTAIN TRAFFIC ON/IN ACCORDANCE WITH SECTION 102, THESEPLANS AND ALL PRCaOS�D VVQF?f( TIMOTHY W. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, FDOT, STACKHOUSE THE PLANS. CURRENT EDITION. ARE SUBJECT TO ANY CORREC•1ICPIS LICENSE NO 81400 0_4� 10. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE 26. CONTRACTOR TO RAISE ALL EXISTING UTILITY MANHOLES, VAULT BOXES, REQUIRED BY FIELD INSPECTORS THAT 1111I I I I I / NOTED. METER BOXES, ETC. TO PROPOSED GRADES UNLESS OTHERWISE NOTED. MAY BE NECESSARY IN Oii6�2I4 TO �`\ W ST I l i FLORIDA CERTIFICATE OF AUTHORIZATION 11. PRECAST STRUCTURES SHALL BE USED UNLESS OTHERWISE NOTED. 27. CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL REPORTS PROVIDED BY ���• N- ; 9CL x 31971 12. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS UNIVERSAL ENGINEERING SERVICES AND OTHERS IF APPROPRIATE FOR COMPLY WITH ALL APPUCABLE CODEG. � \ C� •' VICENSF • s NEEDED, AND EXISTING PIPES SHALL BE CLEANED OUT TO REMOVE ALL SILT INFORMATION REGARDING EXCAVATION/FILL 122 CEDAR WOODS TRAIL AND DEBRIS. 28. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE fn REVISIONS: Q GRADING REVISED IN FULL 13. EXISTING GRADE CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. AS-BUILTS THAT MEET ALL CLIENTS, GOVERNMENTAL AGENCIES, AND _ CANTON, GA 30114 14. PROPOSED GRADE CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. ENGINEER OF RECORD'S REQUIREMENTS. AS-BUILTS MUST BE PERFORMED BY - D 1f = 'nc. p Qz 11/27/17 Q GRADING REVISED IN FULL A LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA. AS -BUILT -A Cils r 678-462-4072 15. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING DRAWINGS MUST BE SIGNED AND SEALED BY A LAND SURVEYOR LICENSED IN J 0 t(s CivilConrulFingEngineereine.oem Q 2/8/IS Q CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE STATE OF FLORIDA. .p FTATE F �✓(/\ s MODIFIED GRADING AT END OF HARDEE AVE AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT Qs 3/20/18 Q MODIFIED GRADING AT LIFT STATION TO EXISTING CONDITIONS OR BETTER. 0 20' 30' 40' - � IEtJ`�� 24-HOUR CONTACT: DEREK BROWN 504 577- 2019 SCALE: 1"=20' ENGINEER OF RECORD GRADING PLAN C2 T 5/31/IB Q 8/09/16 QB MODIFIED GRADING AT LIFT STATION 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. I MATCH EXISTING RE1�4 VE CURB INLET TOPS REW A E WITH TYPE M INLET ^� /!/�� L ' D1 / SI I. 2' 41.88" - -- -- - --- 50.000( I 11.5- 11 tI\ .0 D2 E. -H I P ��" 'c 15 INCH RCP 37 LF 0 I I I , ` 1 III P( I I I 1 \ 1 I N816 :•cI u • Y :: • BE COMPACT . To• A 7' STANDARD PROCTOR . 11 \ 'I • • `► ,la • • -_� �- _ � %�, • e r 1 �!! :_.��°-��a - ��, •v�'t-����� LIiFYNa19i.7c_=�`_Izo _ 1-- -- 112 INCH RCP 20 Y- P R DETAIL ON \4.43.98��5 INCH RCP 19 , %N ■NMi_E■ PROP• ■O %■■■'ENN■■■■ IC, i o //.■■■■INSEE■ I " i • I%■■■WINE■■■ �u�$, 4ROTOTY_ I MENN SIR 2,967 SF ■WIN WINNERS!�t - ■■E�■■■■//FIE 15.•• • ■■E■.�■■■%% '� WI■Ell/❑■maLLJ h MEN ■■mi ME -sla■iz �i - I■E■■E■■■ems 1� con uj MATCH EXISTING -LL�LO PAIG .ill:. .. , .� Iris■■■■■■■■■■■��■■■■■/■ii�■■I■I II •• • -. . ■■■ommsA■■ys■■■■■■■■■■■11■■I1!� - „ N 9'42'33"E 100.00' N.W. CORNEF OF THE S.E. 1/4 :2.00' SEC. 15-36-40 -- LEGEND - EXISTING i ° •= BACKFLOW PREVENTER % = BENCHMARK EL ®= CLEANOUT I C.M.P. = CORRUGATED METAL PIPE o C.P.P. = CORRUGATED PLASTIC PIPE d = ELECTRIC METER g = FIRE HYDRANT I O = GUY ANCHOR IP 0= IRON PIPE IR 0= IRON ROD IR&C = IRON ROD & CAP O.R. = OFFICIAL RECORDS BOOK R.C.P. = REINFORCED CONCRETE PIPE i ®= SANITARY SEWER MANHOLE z SIGN SPOT ELEVATION ®= SERVICE BOX w ®= STORM SEWER MANHOLE Y CO-)= UTILITY POI F ® WATER METER z (D) = VALUE DERIVED FROM DEEDS OF Y RECORD OR DESCRIPTIONS PROVIDED (F) = VALUE DERIVED FROM FIELD SURVEY P) = VALUE DERIVED FROM RECORDED PLAT -GAS - = UNDERGROUND GAS GO -GHw- = OVERHEAD UTILITY WIRES FM-- = SANITARY SEWER FORCE MAIN wL- = WATER MAIN -1I 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO 0 CONTACT UTILITY COMPANIES PRIOR TO ANY Q p CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know whafs below. THEREFORE CERTIFICATION TO THE LOCATION OF ALL Call befon3 you dig. UNDERGROUND UTILITIES ARE WITHHELD. DETENTION POND (SEE SHEET C19 FOR DETAIL) I I{ I I N I Ut 3�8 �11 \ SET #5 REBAR I P.S.M. 6868 SO'17'27"E / J I / 5.00'/ / / // i I J VICINITY MAP I ( NTS ( `D I 27 E ( Ii o .65' / ( �� / TALL DISTURBED AREA ON / DJACENT PROPERTY OWNER / HALL BE RESTORED 100% - I, O ORIGINAL, LIKE OR I ETTER CONDITIONS. .v Coil U /1' (Spj•ITRACTOR TO 1 a 12"X18" ELU�PTICAL RCP 73 LF RFFEE�TABLISH DITCH LINE TO \I PRpdQDE POSITIVE DRAINAGE. 18INH RCP 27 LF J OWWNNEkR TO SECURE DO / I STR DRAINAGE \ 04 N / EASE1E�tdT. / / 1 \ lop /18 INCH RCP 32 LF RAP:' 3YP'13SLUS9 - - - jREPLACE EXISY(G CRUSHED PIPE 1 `9 S 1 DETAIL ON I �I UTILITY iASETvtEN- _ 1 / WITH t OF 24 INCH -MCP TRIT CS 5 I 5 I / R/ i PER TAIL ON SH T C18 VIA DA R YP.) ` CH RCP 24 L $ N I f30' TEMPORpp Y �� / i -�--� --T-- fG�.---------- i PER ETAIL ON tiR ` m 0 CONSTRUC IiON EA SHEE C8 SySs `�\ D10 20 S. h I'--- �- ------------- ��-� Rn��€RR T� \\ -N CONC. P.P. .�` �-43 -- 4.514.a35 --- - - - ----- - ' - -- -- - �DR,pfNAGE A EftENG ------ 20' PER}gANI ---------------------------- - - ----------- ---- /� - --- - - ------------- -- I- ti\ \\ o-o\M -0 0 11.0 1�- 11.010.5 8 i 9•� _ D14 RCP 0 1 S89'45'4-t48.fi� - - 1 ' •�'- - ---- ------------ --_ -- - --- -----------------_--- -- -- ------------- -- - - ^M _ _ M o T _ =� __--------- 9� 11 S89'4 '43"W /�� R/W LINE o l� - - ----- - I z / 9.71' \�$ PEP�t UAI tf�ECORDED PLAT --- ---- `�. - - o0-1 -1-=- - 7"E 8 °4"Y W - \ \ N 3 0--- - ---- CONCRETE RB ISLAND w � �TCF95E�SWN 7 -�-- _ 334' -- -- - - ME CHESINI R P.H LEANING. REP W 1 NL0 o K WALL .1' WEST ---------- / i ' ICI-TfiEM ANJ -IQ C-)l-Aff- -7�P A D AP I E S) / I \ S. R/W LINE AS PER F.D O�-R/w mAP LEGAL STORMATER ------------- I�PO&TTE-0SPEED LIMIT: 30 MPH � 3 _ Fe�sECT10>;-N0-940f 2500------- `\ \ OUTFACE LOCATION �f s------------------------ GAS�- !- 'ice -j /l--- GA o L-- GpS-L-- GRS GAS GAS_,_- GASH GAS --- GAS GAS G�8'� / GAS GAS GAS GAS 3GA5 GAS GAS GAS GAS GAS \ GAS GAS GAS - -•- GAS GAS -- I GAG CA� i S � 1 ----l" PAVING, GRADING LEGEND - PROPOSED AND DRAINAGE NOTES NOTES INS 17. CLEANUP - THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION -50.50 PROPOSED CONTOURS 1. THE PROJECT ENGINEER (ENGINEER OF RECORD) SHALL PROVIDE TO THE ST. 1. ELEVATIONS ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY", MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, LUCIE COUNTY, FL "AS -BUILT" RECORD DRAWINGS FOR VERIFICATION AND ELEVATION 11.505 FEET, NAVD88. CLEAN, GRADED CONDITION. 2. SAWCUT AND REPAIR EXISTING ASPHALT AT ALL DRIVEWAY CONNECTIONS. RCP STORMWATER PIPE APPROVAL BY THE ST. LUCIE COUNTY, FL ONE WEEK PRIOR TO REQUESTING 3. SEE SHEET C5, CIS& C7 FOR STORM DRAIN PROFILES AND CROSS 18. DRAINAGE SPECIFICATIONS - STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED A FINAL INSPECTION AND CERTIFICATE OF OCCUPANCY, OR PROVIDE SECTIONS. IN ACCORDANCE WITH THE STANDARD DESIGN CRITERIA OF THE FLORIDA X% "AS -BUILT" CERTIFICATION THAT THE PROJECT CONSTRUCTION ADHERES TO 4, CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE, DEPARTMENT OF TRANSPORTATION, LATEST ADDITION. PRECAST CONCRETE MANHOLES SLOPE ARROW THE PERMITTED PLANS AND SPECIFICATIONS. THE "AS -BUILT" CERTIFICATION PERFORMED BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE UOOR THE "AS -BUILT" RECORD DRAWINGS MUST BE SIGNED, SEALED, AND AS -GUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL MANUFACTURER'S SHOP DRAWINGS. � DRAINAGE STRUCTURES DATED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER. UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, AND OTHER APPURTENANCES. ELEVATIONS OF PIPES AT 19. CONCRETE - UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL 2. ALL ASPECTS OF THE STRRMWATER/DRAINAGE COMPONENTS AND/OR HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK ap TRANSPORTATION COMPONENTS SHALL BE COMPLETED PRIOR TO ISSUANCE CROSSING POINTS MUST BE SUFFICIENT TO IDENTIFY MINIMUM SEPARATION SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERIRICAN CONCRETE INSTITUTE Xtiy. EXISTING SPOT ELEVATION OF A FINAL CERTIFICATE OF OCCUPANCY MUSTOF TILITIES MEET IN NALLDDITION LOCALTO AFO JURRSDICTONALD REQUIRIEMENTSBUIFOR LTS (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN 3. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR CERTIFICATION OF CONSTRUCTION. THE AREA. /50 PROPOSED SPOT ELEVATION SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE DESIGN 5. ALL BUILDING DOWNSPOUTS ARE TO CONNECT DIRECTLY TO STORM 20. RECORD DRAWINGS - THE CONTRACTOR SHALL KEEP AND MAINTAIN RECORD H.P. PROPOSED HIGH POINT ENGINEER AND THE CITY/COUNTY. ANY DEVIATIONS MAY RESULT IN DELAYS SYSTEM. DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY N OBTAINING A CERTIFICATE OF OCCUPANCY. 6. STRUCTURES D2 AND D3 ARE TO HAVE OPEN SUMPS PER FOOT INDEX 201 THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM M.E. MATCH EXISTING GRADE 4. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION (SHEET 2) THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, ELEVATION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES 7. ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PLANNED USE AS INVERT AND TOP ELEVATIONS OF CULVERTS AND INLET STRUCTURES. CONTRACTOR AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT DETERMINED BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION. AGENCY. COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. ® sm VAN BASIN BOUNDARIES 5. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH 8. ALL CATCH BASINS, INLETS OR MANHOLE STRUCTURES SHALL BE OF 21. GROUNDWATER - GROUND WATER MAY BE ENCOUNTERED ON SITE. CONTRACTOR TO SOD. PRECAST REINFORCED TYPE PURSUANT TO FDOT DESIGN STANDARDS, PLAN ACCORDINGLY. CROSS SECTION LATEST EDITION, UNLESS OTHERWISE APPROVED. REFER SHEET C5 6. ALL NEW BUILDING ROOF DRAINS, DOWN SPOUTS, OR GUTTERS SHALL BE 9. ALL STRUCTURES SHALL BE FREE OF DEFECTS SUCH AS CRACKING, HONEY ROUTED TO CARRY ALL STORMWATER TO RETENTION/DETENTION AREAS. COMBS AND EXPOSED STEEL REINFORCING INCLUDING BLEED THROUGH. - _______________ ) Tz�A ---- 2154.62'(M--- 2-- SEC. 15-36-`�0 CONTRACTOR TO REMOVE FIND. 4X4" C.b1. \ AND REPLACE EXISTING STORM DRAIN PIPE. BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 8/09/18 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. 7. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION 10. SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR EXISTING TREE WHICH SHOW "AS-BUIILT" CONDITIONS OF ALL WORK INCLUDING PIPING, PLANNED PROJECT. CORRESPONDENCE SHALL BE BETWEEN THE DESIGN I LECOPY CLIENT ADDRESS: SOUTHLAKE, TX 76092 i DRAINAGE STRUCTURES, ENGINEER AND THE LOCAL GOVERNING AGENCY AND IS THE 8. NOTIFY SUNSHINE UTILITIES 48 HOURS IN ADVANCE PRIOR TO DIGGING RESPONSIBILITY OF THE CONTRACTOR. WITHIN RSU HIKE UTILITIES 0 11. OUTFALL STRUCTURES SHALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVICES, WEEP HOLES AND DRADOWN SYSTEMS AS DETERMINED BY DESIGN DATE: 8/16/17 DWG: PRJI E N THE LOCAL GOVERNING AGENCY AS REQUIRED. U UNDERGROUND ENGINEER AND E 0 Q NOTE THERE ARE NUMEROUS UNDERGRO 9. ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION WILL BE REPAIRED CONTRACTOR PLEASE N E UTILITIES ALL SHALL BE FIELD LOCATED PRIOR TO CONSTRUCTION BY THE DEVELOPER PRIOR TO FINAL "AS -BUILT" SIGN OFF FROM THE 12. HARDWARE TO ATTACHE DEVICES TO OUTFALL STRUCTURES SHALL BE THESE PLANS AND ALL PRCPOSED WOh'X OF DRIVEWAY AND UTILITY AND STORM DRAIN CROSSINGS F A RO TER A S COUNTY. STAINLESS STEEL MATERIAL g r ARE SUBJECT IO ANY CORRECTIONS TIMOTHY W. IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER / ENGINEER 10. CONTRACTOR TO FIELD VERIFY ALL EXISTING PAVEMENT GRADES AND 13. CONTRACTOR TO COORDINATE WITH RESPECTIVE FOR OUTFALL PIPE INTO JURISDICTIONAL CANAL, JURISDICTIONAL AGENCY OR ANY OTHER WATER REQUIRED BY FIELD INSPECTORS THKf SE STSE AND OR UTILITY PROVIDER OF EXPOSED CONFLICTS / ELEVATIONS PRIOR TO CONSTRUCTION. BODY, TO ENSURE PROPER CONSTRUCTION MEANS AND METHOSDS ARE PAY BE NECESSARY IN GRDBR TO NO LICENSE NO 81400 11. CONTRACTOR MUST MAINTAIN LESS THAN 2% SLOPE IN ALL ADA PARKING PROPOSED AND ACCEPTABLE. IT IS RECOMMENDED THIS COORDINATION IS AREAS, ADA STRIPING AREAS, AND CROSSWALKS. SHOULD CONTRACTOR DONE PRIOR TO THE CONTRACTOR'S PRICING. COMPLY WITH ALL APPLICABLECOi'GES. \0NI111111/1// NOTICE AN ISSUE WITH THE PLAN WHERE IT DOES NOT CONFORM TO THE 14• MANHOLE FRAMES, COVERS AND GRATES SHALL MEET SPECIFIC PLANNED \N. S G ABOVE STANDARD, THE OF RECORD IMMEDIATELY CONTRACTOR SHALL CONTACT THE CIVIL ENGINEER FOR DIRECTION BEFORE PROCEEDING. USE AS DETERMINED BY DESIGN ENGINEER AND AGENCY. THE LOCAL GOVERNING \�`� �� i �O.•' �ICEN�� •!r0 i 1.1 '• G REVISIONS: ONSITE PIPES REVISED TO BE 15" HOPE 12. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 19 VERTICAL SEPARATION 15. MANHOLE FRAMES AND COVERS SHAL BE 0 C ST 1 N MA I L ZLDRIVEWAY CULVERTS REVISED TO BE RCP BETWEEN ANY STORMWATER PIPE CROSSING ABOVE ANY UTILITY OTHER UNLESS OTHERWISE NOTED AND BE FREE FROM CRACKS HOLES OR COLD ` * ; No. 81 m THAN ANOTHER STORMWATER PIPE. SHUTS. FRAMES AND COVERS SHALL CONFORM TO A MINIMUM STANDARD h STORM SYSTEM REVISED 13. TOP ELEVATIONS ON STORMWATER CLEANOUTS ARE INTENDED AS A OF USF 1260 SERIES OR EQUIVALENT WITH COVERS STATING "STORM - - L 11/14/17 Qs 3/20/IB ALL PIPES UNDER PAVEMENT TO BE RCP REFERENCE ONLY AND SHALL BE FIELD ADJUSTED AS NECESSARY BY SEWER." ��(j t, p�f�l� r 42 ; QQ CONTRACTOR TO BE FLUSH AT GRADE. 16. FRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, UNLESS T STATE OE III z II/27/17 • 3/23/IS MITRED END SECTION ADDED TO DOWN- 'n` ^ Q OTHERWISE NOTED, AND BE FREE FROM CRACKS, HOLES AND COLD SHUTS. �ORIDA,..' Y3 2/8/18 Qi 5/31/18 STREAM DITCH 14. CONCRETE EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL 0 20' 30' 40' SS'� Gx N, Q 2/14/18 Q• 8/09/IR NETCTUREDOT REQUESTD WITH TYPE V OF 14 FT. -�� ////O/VAL 0N��. 24-HOUR CONTACT: DEREK BROWN (504) 577-2019 SCALE 1"=20' ENGINE &kCORD r Ll 1 r• FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL Cm CANTON, GA 30114 678-462-4072 oirifoomuifingEngineeuina.00m DRAINAGE PLAN C3 iIS 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. " 4b '1 6i. SITE t VICj ITY MAP I I I I NITS I I II I I I I I I I p I I I II I I 1 I \ p I I I I I I I N I to O d I I I I � , 3 I , J IId a N I I Q � I' W bi III I I I I Z I I 1 I I I \ / IId jI Ijd I I j M I I V )• Q O W I I In N II I I It' Mi I I I I `N89'42 33 E 100.0-- 0- II � I z a A 6' PERPETUAL EASEMENT PER O.R. 1831, PG. III `' I \ UT A 4D AS PER O.R., PG. 2121 N.W. 22.00' SEC. a N 9'42'33"E 100.00' OF THE S.E. 1/4 5 40 I R/W P1 NO'17'27"W 5.00' NO'17'27"W 143.98' GREASE TRAP CALC (SL(GS) X oiyi ) X (LF) = Effective capacity of S =56 Grease Trgp in Gallons (based on seats) GS =10 Fast Food Hr =18 LF =1 Florida Administrative Code Section 64E-6 (S) x (GS) x (Hr/12) x LF = Effective Capacity of 56 x 10 x 18 112 * 1 = 840 gallons Grease Trap in Gallons (M) x (G ) x (LF) = Effective capacity of Grease S = Total Seats interca2tor in gallons (based on drive thru meals served) GS = (Gallon Values reflect 25X reduction) Hr = Hours of Operation M =Meals prepared per day LF = 1 Loading Factor GM = Gallons of waste water per meal (Use 5 gallons) LF = Loading Factor S89' 47' 18.12' W 202.116' (Use 1.00 with dishwashing machine and 0.75 without dishwashing machine) _ -- 10.0---gam-- -- -- -11.0 10.5 11. M = 358 (meals served from drive thru) GM = 5 LF = 0.75 C� AVENUE O R 358x5x0.75= 1342.5gallons Effective Capacity 840 t 1342.5 = 2,182.5 gallons - -- -" -' - Utilizing Two (2) 1,250 Grease Traps in series 4. 3 PROPOSED QUICK SERVICE RESTAURANT PROTOTYPE: ROC60-2020 2,967 SF BLDG HT: 20'-7" 27 PARKING SPACES FFE 15.00' ! 6W ---- - F- 5W 0 S89'45'43"W 148.66L-/ ism=�sm~ --------------- S 8 9 *4 5'4 3 " W 49.71 PER U CONCRETE CURB ISLAND �r AS row--------------------- _ ---------------_--- R/W LINE DED PLAT y ---------------- -------------------------- ------------------- - ------------------------- j =,,,KITTERMAN ROAD (P I POSTED SPEED LIMIT: 30 MPH ------------------------------------ --------- Z M m � z `u GAS GAS GAS G0.5 GAS GAS GAS CA9,O GAS GAG CAS GA W wo \\ CONTRACTOR TO VERIFY LOCATION, SIZE & MATERIAL OF EX. WATER a41 Z / N \ LINE PRIOR TO START OF \\ CONSTRUCTION / X n wn N I / ----------- N89'47'18"E(C) 412.00'(L) _ _ O ® ■ 93 4� 2" WELL ' W E1 ai PROPOSE "� GAS LINE 1- PVC CONDUIT ® FOR LEPHONE SERVICE W/PULL IRE 1 � 3-3" PVC C DUIT r .. FOR ELECTRIC ERVICE W PULL WIRE _ P.O-S----- /- UL -- -- o I o N V�D, R/W VARIES) Ir_EX. 2" WATER MAIN PER CITY MAPS------------------. �GAW '// GAS GAS GAS GAS / R/W LINE OF KTTERMAN ROAD AS PER O.R. 1831, PG. 305 i / / I / FIXTURE UNIT CALCS. FIXTURE F.U. EACH TOTAL F.U. DESCRIPTION [COFFEE, QTY WASTE WATER WASTE WATER ICE, SHAKE, SODA, ETC. 11 - 0.5 - 5.5 FLOOR DRAIN 6 5 - 30 - EMERGENCY FLOOR DRAIN 2 - - - - HUB DRAIN 2 2 - 4 - HAND SINK 3 2 2 6 6 HOSE BIBB 4 - 2 - 8 _ LAVATORY 2 1 4 2 8 MOP SINK/CAN WASH 1 1 3 3 3 3 SINGLE COMP. SINK/PREP SINK 1 5 2 5 2 THREE COMP. SINK 1 6 4 6 4 cn WATER CLOSET 2 4 10 8 20 0 --- URINAL 1 4 10 4 10 WASH BOX 1 - 4 - 4 BUILDING TOTALS 68 70.5 TOTAL GPM - 58 REQ'D. PIPE SIZE 4" 2" N 0 PROPOSED o 3/4" WATER LINE TO HOSE BIBB _ 8 -- -ss> -- Z-9.0� -11.0 `!S� 0 W 20 OSED BIBB w o 12 75 8 PROP. ACCESS APPROXIMATE LOCATION OF EXISTING SANITARY SEWER NHOLE. TO BE FIELD VERIFIED. 4 �1 2ss _�- SS _,.4A40MM f�J� J ■ ii-�""-'" v E S. 6- a 3 S. R/W LINE AS PER F.D.O.T. R/W MAP FOR SECTION NO. 94010-2500-------- ----- ---- 3GAS GAS GASGASGAS GAS \ GAS GAS THES2 It' NIS .AND ALL ARO`PC S :D VX,Pyr j ARE S'UEjECT TO ANY CORRLC'i ICI13 n-T ."'�!R-:9 FlEl.nIdl.••,F �� THA'i MAY 3E NECESSARY IN ORDER TO CC IPL Y WITH ALL APPLICABLE CODES. WATER SERVICE: SANITARY SEWER: SANITARY SEWER (CONTe): LEGEND - EXISTING Q LEGEND - PROPOSED i z EXISTING WATER 1W TO BE REMOVED, METER AND BACKFLOW PREVENTER ARE EXISTING SERVICE FEED IS TO BE REUSED 13 BUILDING CONNECTION (OUT), INVERT 10.48' t 1 LF 6" PVC TO GALLON GREASE , R= BACKFLOW PREVENTER -50.50 PROPOSED CONTOURS � TO PROVIDE 2" SERVICE. t 1 LF OF 6" PVC ®1.00% 1,250 TRAP taS REFER TO DETAIL O 0 = ®= BENCHMARK 3W INSTALL 2" COMPOUND WATER METER WITH 2" BACKFLOW 2S CLEANOUT - INVERT: 10.47' t 28 LF OF 6" PVC 0 1.00% INVERT (IN) 11.89' (2.5" DROP) INVERT 11.68' C.M.P. C.P.P. = = CLEANOUT CORRUGATED METAL PIPE CORRUGATED PLASTIC PIPE 01 RCP STORMWATER PIPE PREVENTER AND RPZ FOR POTABLE WATER SERVICE. (OUT) o aw 2" 90' BEND, f 55 LF OF 2" PVC sS CLEANOUT - INVERT: 10.19' t 40 LF OF 6" PVC ®1.00% 15s t 1 LF OF 6" PVC 0 1.00% O 0= 0= O ELECTRIC METER FIRE HYDRANT GUY ANCHOR X% SLOPE ARROW z CLEANOUT - INVERT: 11.67 = r r 5W 2" 90' BEND, t 32 LF OF 2" PVC 4S CLEANOUT - INVERT: 9.80' " IP IR 0= 0= IRON PIPE IRON ROD �O DRAINAGE STRUCTURES .,� t 74 LF OF 6PVC 0 1.00% 16S t 11 LF OF 6" PVC ®13 .16% O IR&C • = IRON ROD &CAP z 6W t 10 LF OF 2" a PVC, BUILDING CONNECTION (IN) 5S CLEANOUT - INVERT: 9.05' t 58 LF OF 6" PVC 0 1.00% O.R. = OFFICIAL RECORDS BOOK s EXISTING SPOT ELEVATION n R.C.P. = REINFORCED CONCRETE PIPE xti 7W t 132 LF OF 1" PVC FROM BUILDING (OUT), HOSE BIBB (MAINTAIN 18" OF COVER OVER STORM PIPE) ELECTRIC SERVICE: ®= = SANITARY SEWER MANHOLE SIGN PROPOSED SPOT ELEVATION 6S 0 CLEANOUT - INVERT: 8.47' a SPOT ELEVATION /50� t 14 LF OF 6" PVC 0 10.00% W9= SERVICE BOX H.P. PROPOSED HIGH POINT T CONNECT TO EXISTING MANHOLE AT CONTRACTOR TO COORDINATE CONSTRUCTION WITH THE E1 ® = STORM SEWER MANHOLE n e 7S EXISTING INVERTS (W) 5.69', (S) 5.59' FP&L. THREE (3) 3" CONDUITS WITH A MINIMUM OF 36" �= UTILITY POLE M.E. MATCH EXISTING GRADE SANITARY LINE SHALL UTILIZE EXISTING SWEEPS HAVE BEEN DEPICTED FOR PRIMARY PULLS 2 = WATER METER ELEVATION Y i NOTE: DEPTH CONTRACTOR TO LOCATE SIZE AND OF ALL EXISTING UTILITIES IN THE 8" PIPE CONNECTION TO LIFT STATION TV CAMERA EXISTING LINE AS NOTED PAD. (D) = VALUE DERIVED FROM DEEDS OF RECORD OR DESCRIPTIONS PROVIDED O PIPE CONFLICT ELECTRICAL TRANSFORMER PAD SHALL BE SIZED PER E2 C# RIGHT OF WAY PRIOR TO CONSTRUCTION. FP&L GUIDELINES. (F) = VALUE DERIVED FROM FIELD SURVEY BUILDING CONNECTION (OUT), INVERT : 12.25' (P) = VALUE DERIVED FROM RECORDED PLAT O6S t 8 LF OF 6" PVC ® 1.00% O REFER TO ARCHITECTURAL PLANS FOR SECONDARY E3 GAs- = UNDERGROUND GAS HOSE BIB AT DUMPSTER REVISIONS: ADDED PROPOSED WELL LOCATION, MODIFIED Qa 9S CLEANOUT - INVERT: 12.17' SERVICE CONNECTION INFORMATION. -oHw- Fm = = OVERHEAD UTILITY WIRES SANITARY SEWER FORCE MAIN a WATER METER D I PROPOSED METER TO A 2" COMPOUND f 1 LF OF 6" PVC ® 1.00% Ea COMMUNICATION/ELECTRICAL CONDUIT WITH PULL WIRES TO xL = WATER MAIN Z VALVE 1 I/14/7 Q SANITARY SEWER CONNECTION TO LIFT Q STATION MODIFIED. COS 1,250 GALLON GREASE TRAP MENU BOARD. Z BACKFLOW PREVENTER REFER TO DETAIL SANITARY ALIGNMENT MODIFIED N Zj� 11/27/17 LIFT STATION CONNECTION NOTES ADDED INVERT (IN) 12.16 1,2.5 DROP) CONTRACTOR PLEASE NOTE THERE ARE NUMEROUS K INVERT (OUT) 11.95' UNDERGROUND UTILITIES. ALL SHALL BE FIELD LOCATED n 3 2/8/18 SANITARY ALIGNMENT MODIFIED & ADDED Qe PROPOSED PSLUSD ACCESS &UTILITY t 1 LF OF 6" PVC PRIOR TO CONSTRUCTION OF DRIVEWAY AND UTILITY AND EASEMENTS FOR LIFT STATION, RAISED 11S O CLEANOUT -INVERT: 11.94' t 3 LF OF 6" PVC ®t.00% STORM DRAIN CROSSINGS IMMEDIATELY BRING TO THE �s 3/20/18 GREASE TRAPS AND MODIFIED SEWER POS ATTENTION OF THE OWNER / ENGINEER AND / OR UTILITY K n 7 Q 5/31/18 tzs 6" 9o- BEND, INVERT: 11.91' CLEANOUT - INVERT: 11.90' PROVIDER OF EXPOSED CONFLICTS IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO 0 CONTACT UTILITY COMPANIES PRIOR TO ANY p CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know what's below. THEREFORE CERTIFICATION TO THE LOCATION OF ALL Call before you dig. UNDERGROUND UTILITIES ARE WITHHELD. ------------------ As BE VENTED 8/09/18 135GREASE TRAPS REFER TO ARCH TOECTURAL P ANS.ROUGH BUILDING 2 4 -HOUR CONTACT: D E R E K BROWN i THIS nnnn IMMT. MOFTHFR WITH 41F OnMOFPTS ANn nFRION5 PRFSFNTFn HFRFIN AS AN INCTRI IMFNT nF CFRVIM IC INTFMnFn MI FOR THE CPMRP PLIRPMF ANn CI IFNT FOR W ICH IT WAR PRFPARFn RR ICF r1F ANn IMPPMFR RFI IAMM M TH@ nnCI IMFNT WTHOI IT MIRITLFN Al MhO17AnAM AMn An APTnnnu OV PRAI rnucn, nuc rM,ciurroe mr cu An ec wivnuT Iu.I..1 Tn nun, nnumu min cunucrer wn EXISTING TREE 504) 577- 2019 a GENERAL NOTES I 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF PORT ST. LUCIE UTILITY DIVISION AT LEAST SEVEN DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT. 4. THE CONTRACTOR SHALL NOTIFY CITY OF PORT ST. LUCIE UTILITY DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. 5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE CITY SYSTEM SHALL BE IN CONFORMANCE WITH CITY OF PORT ST. LUCIE UTILITY DIVISION STANDARDS AND CONSTRUCTION SPECIFICATIONS. 6. ALL MAINS AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, OR STORM WATER IMPROVEMENTS. FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. 8. CITY OF PORT ST. LUCIE UTILITY DIVISION SHALL OPERATE WATER, WASTEWATER, AND RECLAIMED I WATER VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE CITY INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY THE CITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. 9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR 70.00' RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE -APPROVED INTERRUPTIONS OF SERVICE WITH THE CITY INSPECTOR 7 WORKING DAYS IN ADVANCE. SET #5 REBAR I 10. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING P.S.M. 6868 APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SO'17'27"E SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO THE 5.00' UTILITY COMPANY FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. 11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED EX. SEWER LINE TO BE DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY PSLUSD. TV CAMERAED TO DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS ENSURE THE INTEGRITY CLEARED BY THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT. OF THE LINE. IF IT SHOWS ANY EVIDENCE 12. FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY THE CITY, NO PIPE BENDING IS INFILTRATION, SAG, ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 0.75 DEGREES BLOCKAGE OR (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENT CHANGE SHALL BE MADE ONLY INFERIOR MATERIAL THE WITH SLEEVES AND FITTINGS. SO'17'27"E LINE SHALL BE l 143.65' REMOVED & REPLACED 13. FOR NON -PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY THE CITY, LONG RADIUS CURVES, IN TOTAL PER CURRENT EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT PLUMBING CODE THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION. 14. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. CONTRACTOR TO LOCATE 15. ALL WATER METERS 2 INCHES AND UNDER TO BE INSTALLED BY THE CITY OF PORT ST. LUCIE. c� EXISTING UNDERGROUND ' ELECTRIC, WATER SERVICE, AND 16. WATER SERVICE LINES TO BE INSTALLED BY THE UTILITY CONTRACTOR. FORCE MAIN PRIOR TO CONSTRUCTION w 2 CA r- r 0 UTILITY NOTES P.O.S. MEN A. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT PROP. 30' PSLUSD ALL AREAS OF CONFLICT WITH, CITY/COUNTY MAINS. UTILITY EASEMENT B. ALL UTILITIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE 4 30' TEMPORARY PRIVATELY OWNED AND MAINTAINED. CONSTRUCTION EASEMENT C. THE CONTRACTOR SHALL NOTIFY CITY OF PORT ST. LUCIE UTILITY DIVISION 48-HOURS PRIOR I TO ANY UTILITIES CONSTRUCTION. 20 PERMANENT GRAVITY SEWER DRAINAGE EASEMENT _ EXIS)1 1 PVC PIPE AND FITTINGS FOR GRAVITY SEWER AS WELL AS SERVICE LINES SHALL, AS A w - HYDRA 4 MINIMUM, CONFORM TO ASTM D-3034, SDR 26 AND MEET REQUIREMENTS OF ASTM D-3212 N o Ci ON JOINTS FOR SEWER PIPE USING FLEXIBLE ELASTOMERIC SEALS. OF/ P 2. ALL SEWER LINES SHALL BE COLOR GREEN. 3. CONCRETE PADS SHALL BE 24"x24"x6" AROUND CLEANOUTS. o 0'17 27"E 11.00 A- - - GENERAL ------------L- r= 1. PROPOSED UTILITY EASEMENTS SHALL BE CREATED AND RECORDED AFTER INSTALLATION OF S----43"W ----' UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING -- - SKETCHES AND LEGAL DESCRIPTIONS BASED ON THE AS -BUILT LOCATIONS FND. #5 REBAR, P.L.S. 4942 2. AS-BUILTS SHALL BE PROVIDED TO THE CEC RESPONSIBLE FOR CERTIFICATIONS A MINIMUM LEANING. REPLACED WITH OF 60 DAYS PRIOR TO THE ANTICIPATED CERTIFICATE OF OCCUPANCY DATE IN ORDER TO AS REBAR P-S.M 6 ENSURE TIMELY CERTIFICATIONS AND AGENCY APPROVALS BL K 'ILL .1' T CONTRACTOR TO "POT HOLE" REFER TO BUILDING ELECTRICAL PLANS TO PROVIDE POWER TO SITE LIGHTING AND SIGNS -- - --TO DETERMINE IF POSSIBLE CONFLICT. ADVISE ENGINEER GAS ROUTING SHOWN FOR CONSIDERATION, ACTUAL ROUTING TO BE COMPLETED BY GAS NO OWNER AS NEEDED PRIOR OMPANY. TO CONSTRUCTION E . 0 E 0 GAS- TO BE PROTECTED 7 BUILDING PROTOTYPE: ROC60-2020 -3 -4-3 \CONTRACTOR TO COORDINATE 8 REVISIONS: 8/09/18 WITH FPL TO DETERMINE IF POLE NEEDS TO BE RELOCATED. PROJECT NUMBER: 27080-001-01 PSLUSO hereby releases Uvw wrissualim plans PSLUSD makv no representatmns that the plots are accurate nor does PSLUSC represent that the plans vA meet ftle neads of the project. The En*Iw of Repprd ark! Wily oonlradet are hmby notdfed mat ant prow or work Chattels to meet 1ha specifications mW polfdos olthc PSLSUD as well as other applicable agamlor w1l not be accepted PSLUSD is awl mpaslble iaraftlional project exists or We'de* duo to the k**tyol p ged personnel to moo Sold Mquirerrwnts. RfViE'h'Eo- u NOGOMWNTS sy DS rlcjqs REVIEWED- 0 SEE COMMENTS gate: 8/21 /2018 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 .FILE COPE&Y DATE: 8/16/17 1 DWG: PRJI 0 20' 30, 40' SCALE: 1 "=20' TIMOTHY W. STACKHOUSE LICENSE NO 81400 No. 81q P = *; 0 STATE OISII� RION ' �7ONAL �///Illllltl\\\ ENGINEER OF RECORD FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C CANTON, GA 30114 678-462-4072 Oiviloons®lting Engineereine.com UTLITY PLAN C4 Il r PROP GRADE EX GRADE 20 18 16 14 12 10 8 6 4 PROP GRADE @ �L EX GRADE - I.ry 00 ap ^ O 17 Q �-.Cm CID� o 0 0 0 0 0 0 o of 6v vi of 1 PROFLIE VIEW FOR STORM - (D2-D6) VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' LO n O O OD U-i d' 00 Ci N In -3 Ot 00 M yC.'.' ti n � (il O m r CO 20 18 16 14 12 EXISTING 10 8 6 4 ad II ._ ._..__..._. a.-... Ui In 1-i ad w II OR 11- 0I3� ra .. _ .� _.....__ _ p InM>y> O oFe z CONSTRUCT 27 LF 18 INCH RCP 0 -2.71% MATCH EXISTING EXISTING E PROPOSED GRADE GRADE ME - CONSTRUCT 32 LF 18 INCH RC 1 0 1.13% t LROP CONSTRUCT 4 LF ? 1% 18 INCH RCP 0 - .88%" PROFLIE VIEW FOR STORM - DRIVEWAY CULVERT VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' PIPE # STRUCTURE TYPE TOP ELEV. PIPE INFORMATION INVERTS E = 10.10 116 LF, 12 INCH RCP @ 0.00% D8 MANHOLE PER FOOT INDEX 201 RIM = 14.41 W = 10.10 6 LF, 12 INCH RCP @ 0,00% E = 10.10 25 LF, 12 INCH RCP @ 0.00% E = 10.10 25 LF, 12 INCH RCP @ 0.00% D9 54"X54" RECTANGULAR STRUCTURE RIM = 14.23 N = 10.10 15 �F, 12 INCH RCP @ 0.00% WITH MANHOLE TOP N = 10.10 15 LF, 12 INCH RCP @ 0.00% SW = 10.1D 16 LF, 15 INCH RCP @ 1.00% TOP: TYPE 'C' GRATED INLET D10 BOTTOM: 48" 0 J ALT A RIM = 13.89 E = 10.10 7 LF, 12 INCH RCP @ 0.00% PER FOOT INDEX 232 D11 MITRED END SECTION RIM = 8.88 NE = 6.82 24 LF, 18 INCH RCP @ 2.88% PER FOOT INDEX 272 TOP: TYPE 'C' GRATED INLET E = 6.14 27 LF, 18 INCH RCP @ 2.71% D12 BOTTOM: 48" 0 J ALT A RIM = 10.67 SW = 6.14 24 LF, 18 INCH RCP @ 2,88% PER FOOT INDEX 232 TOP: TYPE 'C' GRATED INLET N = 5.41 73 LF, 12"X18" ELLIPTICAL RCP @ 0,61% D13 BOTTOM: 48" 0 J ALT A RIM= 9.87 SE = 5.41 32 LF, 18 INCH RCP @ 1.13% PER FOOT INDEX 232 W = 5.41 27 LF, 18 INCH RCP @ 2.71% TOP: TYPE 'C' GRATED INLET NW = 5.05 32 LF, 18 INCH RCP @ 1.13% 014 BOTTOM: 48" 0 J ALT A RIM = 8.62 E = 5.05 48 LF, 18 INCH RCP @ 1.13% PER FOOT INDEX 232 D15 MITRED END SECTION RIM = 6.71 W = 4.50 48 LF, 18 INCH RCP @ 1.13% PER FOOT INDEX 272 D17 MITRED END SECTION RIM = 8.25 E = 5.50 38 LF, 24 INCH RCP @ 0,00% YD1 YARD DRAIN PER RIM = 13.30 E = 10.37 13 LF, 15 INCH RCP @ 2.00% FOOT INDEX 282 YD2 YARD DRAIN PER RIM = 12.64 NE = 10,25 16 LF, 15 INCH RCP @ 1.00% FDOT INDEX 282 PROP GRADE @ EX GRADE } m o CV O O O M O co O n m T 20_ _..__ _ ....... __,__ ui S I 4' HIGH RAILING^ � ^ ' m AT THE TOP OF m 11° 4 _ m a RETAINING WALL oi�^3 16 - it (SOUTH WALL) __ _ _. _ M ^�z�z EXISTING GRADE a m - i - 14 PROPOSED. GRADE 12 10 8 PROVIDE 1 6 SUMP BELO POND BOTTO 1,INSTALL 9 RIP_ 4 PROFLIE VIEW FOR STORM - OUTFALL VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' PROP GRADE @ L # STRUCTURE TYPE TOP ELEV. PIPE PIPE INFORMATION EX INVERTS GRADE C01 CLEAN OUT RIM - M 44 S = 10,55 8 LF, 4 INCH HDPE PIPE @ 2,00% @ PROP GRADE EX GRADE (1 W 20 18 16 6.0 PROP GRADE EX. GRADE 20 18 16 14 12 10 8 6 4 N N 17! CIA [Xi 117 O OLoi r CO I+Oj o C, C3 o 0 o C5 Io I oo ' � 0000� . �> EXISTING GRADE - PROPOSED GRADE ANHOLE COVER ! ---UUN5IRUGFTr5 LT 1 ' USE MARMAC COUPLER TO i i CONNECT RCP TO HDPE 1 BEFORE ENTERING CHAMBERS PER DETAIL SHEET C8 (TYP.) CONSTRUCT 6 LF 12 INCH RCP ®0.00% CONSTRUCT 25 LF OF TWO 2) 12" RCP PIPES 0 0.0�% II I ru vICA rvrc JI RIvLr,Ttul- HORIZONTAL SCALE: 1" = 20' co n M IOA nOM O ccq �} d' r7 C-4 CV CV N O o c o ci ci o o ,3i o m m m m ell II If II II o0ci ama' II.. d`�•, II II p rn II II 3 ^ N ^ ^ ^ M II 11 U�J w n � m ^ II�� n z� "r I o n w > p s>> z z o>> o z z II 2 -W z �a>; QiRzz �ixzzz CT8LF a 1.00% :+ CONSTRUCT 11 LF - -- - ! 12 - 6,0 INCH PVC PIPE 0 13.16% CONS UCT 1 LF _.._..._ ._ 6.0 1 H PVC18 0 1.00% - aD CONSTRUCT 1 LF a z o n CONSTRUCT 1 LF 6.0 INCH VC PIPE 0% � z y 6.0 INCH PVC PIPE 0 1.00% z z .CONSTRUCT 3 LF 6.0 INCH PVC PIPE 0 1.00% ... _4 g 4 f _ 00 00 0 L6 I O C5 o ' E = 10.38 26 LF, 8 INCH HDPE PIPE @ 0.50% 16 W = 10.25 26 LF, 8 INCH HDPE PIPE @ 0,50% CO2 CLEAN OUT RIM = 14.42 E = 10,25 25 LF, 8 INCH HDPE PIPE @ 0.50% S = 10.41 8 LF, 4 INCH HDPE PIPE @ 2.00% 14 W = 10.12 25 LF, 8 INCH HDPE PIPE @ 0,507 CO3 CLEAN OUT RIM = 14.42 E = 10.12 41 LF, 8 INCH HDPE PIPE @ 0,50% S = 10.29 8 LF, 4 INCH HDPE PIPE @ 2.00% 12 W = 9.92 41 LF, 8 INCH HDPE PIPE @ 0.50% C04 CLEAN OUT RIM = 13.74 NE = 9.92 38 LF, 8 INCH HDPE PIPE @ 0.43% 10 TOP: TYPE 'C GRATED INLET CS1 BOTTOM: TYPE C PER FOOT INDEX 232 RIM = 12.01 S = 5.86 73 LF, 12"X18" ELLIPTICAL RCP @ 0,61% (REFER TO STRUCTURE DIAGRAM FOR 8 S = 5.21 11 LF, EXISTING 18" RCP @ 0.09% DI REPLACE CURB INLET TOP WITH RIM = 11,36 E = 6.28 18 LF, EXISTING 18" RCP @ 000% TYPE V INLET PER FOOT INDEX 426-041 W = 5.37 22 LF, EXISTING 18" RCP @ 0,00% 6 D2 BOTTOM: 48" 0 J ALT A RIM = 11.53 S = 8.60 37 LF, 15 INCH RCP @ 0.00% PER FOOT INDEX 232 4 N TOP: TYPE 'C' GRATED INLET N = 8.60 37 LF, 15 INCH RCP @ 0.00% D3 BOTTOM: 48" 0 J ALT A RIM = 11.20 S = 8.60 19 LF, 15 INCH RCP @ 7.787 2 PER FOOT INDEX 232 TOP TYPE 'C' GRATED INLET N = 10.10 19 LF, 15 INCH RCP @ 7.78% S = 10.10 20 LF, 12 INCH RCP @ 0.00% D4 BOTTOM AW° J ALT A RIM = 1370 0 0 W = 10.10 13 LF, 15 INCH RCP @ 2.00% PER FOOT INDEX 232 E = 10.10 197 LF, 15 INCH RCP @ 0.17% TOP: TYPE 'i; GRATED INLET W = 9.76 197 LF, 15 INCH RCP @ 0.17% D5 BOTTOM: 48" 0 J ALT A RIM = 12.77 E = 9.76 87 LF, 15 INCH RCP @ 0.19% PER FOOT INDEX 232 SW = 9,76 38 LF, 8 INCH HDPE PIPE @ 0.43% D6 MITRED END SECTION RIM = 11.54 W = 9.60 87 LF, 15 INCH RCP @ 0.19% PER LOOT INDEX 272 D7 TYPE C INLET RIM = 12.75 W = 10.10 116 LF, 12 INCH RCP @ 0.00% Q7 PER FOOT INDEX 232 i EXISTING GRADE F ROPOSED GPJ DE O i CONSTRUCT 38 IF 24 INCH RCP 0 0.00 _ - EASTERN D OF THIS PIPE SHALL BE CONSTRUCTED PER DEFAIL ON SHEET 18 WESTERN E D TO BE CONSTRUCTED WITH A Mrrf ED END SEC1 ION. CONTRACTOR TO NOTIFY ENGINEER IF CONDITION IN THE FIE DEVIATE FR M THIS PLAN I. CONTRACTOR TO RECONSTRUCT DRIVEWAY TO DO NG CONDITIONS. m m J ad cd lal oo - �3V -= �11 II zd l I.-o9oi II ai m PROPOSED GRADE an it n o> >- c° n II. 3 -� w EXISTING GRADE z'z CONTRACTOR TO DETERMINE , g > > z z FEASIBILITY OF CONNECTING TO RAISE M.H. EXISTING MANHOLE LOCATED NORTH TOP OVE 34 LF OF OF LIFT STATION AND USING EXISTING FOR GRADE EXISTING CONNECTION TO LIFT STATION 8 SANITARY I CONSTRUCT 74 LF 6.0 INCH PVC PIPE 0 1.00% 15 '3 „ ._. _CONSTRUCT 39 LF , 6.0 INCH PVC PIPE 0 1.00% CONSTRUCT 58 LF 6.0 INCH PVC PIPE 0 1.00% MAINTAIN 18" OF VERTICAL _ COVER OVER STORM CROSSING 12"x18" ELLIPTICAL RCP CONSTRUCT 1 LF PROFLIE VIEW FOR SANITARY VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' PROP WI, Wr\ '. 1.LWl1'i VAILPIC Of3,CNM IdCSM 11Yfl GRADE "' 'd' � PSL1156 hereby releases dress aominxean {Mans. P&LW @ .-- m representatms that M plans are aoUnle ifa doss 'W.. .. .. P.M WMl Meet the needs of the Ph Enoiller of Rawl! am! WI Manlradq are hereby notifte EX GRADE o a^O C7 C) CD Product a Wank that 105 to Meetft Speckaborts and WN PSLSUO as Well as other appi"We aWmes wg not be PSLUSD Is not responsible for additional tvalect vests a 0 due to N a whey of pMad PemMrW toAW9 swd requires REVIEWED _ 20 m rn m - NO COMMENTS ey'. 05 Fp Iggs _ 0 0 ^ o c o REVIEWED- u TI a it n u su cnmwws Date: 8/21 /201 18-- U �- o z z U C Z Z Z PROPOSED GRADE 16 r - - EXISTING GRADE GAS SERVICE 12 - -- CONSTRUCT 39 LF 6.0 INCH PVC PIPE 0 1.00% (3) 3" ELEC. 10 - CONDUITS WITH PRIMARY PULL WIRES 2" TELEPHONE CONDUITS 8 CONSTRUCT 28 LF 50+00 CONSTRUCT 1 LF 5G+50 6.0 INCH PVC PIPE 0 1.00% 6.0 INCH PVC PIPE 0 1.00% PROFLIE VIEW FOR SANITARY (NON -GREASE) VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' ov+uu oU+DU ovrlu TIMOTHY W. STACKHOUSE LICENSE NO 81400 PROFLIE VIEW FOR DRAINAGE DITCH REVISION THL-FZ.?UJN3-AiINDALLPf70Pcsc [)v"c' \\��1tII1111I VERTICAL SCALE: 1" = 4'/'tRESUBJECTTOAIdYCCE?IRCCiI+CPf3 ������ W STgC HORIZONTAL SCALE: 1" = 20' 27OUIRED BY FIELD IfviSPECTORS THAT VIAY BE NECESSARY IN ORD,22M TO CvI,iI"LY WITH .ALL APPLICABLE Cnrt'^ Noy 0 IT IS THE CLIENT OR CONTRACTOR'S RESPONSIBILITY TO 00 CONTACT UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE AND POSSIBLY INCOMPLETE. Know whafs below. THEREFORE CERTIFICATION TO THE LOCATION OF ALL Cull before you dig. UNDERGROUND UTILITIES ARE WITHHELD. 24-HOUR CONTACT: DEREK BROWN (504) 577-2019 HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERACE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CUENI FOR WHICH 11 WAS FKr AKEU. KLIJ n Ur AND IMHKUVa KCLIAN6t UN INq UwUNIMI WIInU01 WKIIinn --'nU IL IIUN MU AUAr IA11UN UT UIWL VUNOULIINU nNUINCCRJ, ING. JNALL Cn mmwl LN,GILHI w , 1.l wnaLurvU cnnnvccna. 1... ry STATE 9F : •`(V�� �O NAL 1N ENGINEER OF RECORD 20 19 18 17 16 15 14 z 13 O j 12 LLJ J LLt 11 10 9 8 7 6 5 4 a a zW. o a PR POSED GRADE OFFSE =65.85' R I 2' SHOULDER OFFS T=39.50' R ELEV=11.96 OFFSET=10.46 R ELEV=11.54 0.85% a i (STING GRADE OP OF SWALE =11 8 ELEV=9.0 -10 0 10 20 30 40 50 60 70 SECTION A -A 2U 19 18 17 16 15 14 Z 13 t— 12 L-1 J Li 11 10 9 8 7 6 5 4 z o� K a TOP OF I BOTTOM OF ALL- 12 50 WALL 10.7 OFFSET= ELEV=12 0.95' R 0 PROPOSED GRADE OFFSET= ELEV=9.11 1.02' R 0 OFFSET=63.9 ELEV= ' R .60 orizon a SET=3.80' R EXISTING GRADE -10 0 10 20 30 40 50 60 70 80 SECTION D-D ZU 19 18 17 16 15 2' 14 Z 13 CDI- 12 LLJ J LLJ 11 10 9 8 7 6 5 4 0 -10 0 10 20 30 40 50 60 70 80 90 100 SECTION B-B 2U a 19- Is- 17- 16- 15- 14- 13- CD F > 12 I, LLJ —I LL1 11 10 > 9 8 > 7 8 6 5 i 4 w w z � J y F a o- z Z w w 01 � a OFFSET=27 05' R ELEV 10.58 I AT SIDEW LK 2% OFFSET=1 .82' R -3,40% ELEV 10.02 OFFS T=-9.2 L - — — — — — — ELEV=8.86 -1.77 XISTING GRADE OFFSET -3.27' L 18" RCP El EV=8.92 INV=5.80 -7 -30 -20 -10 0 > SECTION E-E I I I I I I 10 20 30 40 50 60 24-HOUR CONTACT: DEREK BROWN (504) 577-2019 ZU 19 18 17 16 15 14 z 13 O 1— > 12 w LLJ 11 10 9 8 7 6 5 4 w z a Q a i a BOTTOM C F WALL 9 6 I FFSET=66.00' R EV=12.50 PROPOS ED GRADE I EXISTING GR E OFFELEV=9.13 SET=50.00' R FFSET=66.DO' R LEV=9.60 OFFSET=0.0 ELEV=8.78 ---- --L-- 1 — Horizontal — ---- _ I -10 0 10 20 30 40 50 60 70 80 SECTION C-C m THF.Sw PLANS AND ALL PrICPOS:D ARE SU18JECT TO ANY CORRECT9CP15 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAUE CODES, TIMOTHY W. STACKHOUSE LICENSE NO 81400 \\`�11nI itlrrrrr :..S r4 Sri No. 81 G� Vsh 0Z i�� •. STATE OF Sao....... EN �. rrVIALrrr lll1111'`` 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 GUENr FOR WHICH IT WAS PKLPARED. HtUSt Ut ANU IWNUPtK KtLIANUL UN INIJ UUWMtN1 WIENVUI WKIIIGV AUINUKILAINN ANU AUAPIAIIUN UT UIVIL UONSVLIINU tNUINLLKS, INU. SNAIL Ot "IMUVI LIAt RIIT Kl UVIL WNWLIINV CNUINttKJ, II\U. IHIO UW MGYI, IUVLIMG mm IMt OUNGLr ID AND UL�0.iND MtatNmD HtRUN, As AN INSIKUMLNI ur StKVIGt, IS INILNULD UNLT 1UK IHE UPPLU : rVKrV= AND GLRNI tVK WHICH 11 WAo rKLYAKtU. KtUSt Vr AND IMHHUHLK KELIANCE ON THIS UOGUMENI WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. PROP GRADE Ex GRADE O M M N 0 0 0 0 0 N O M 0 0 0 o c5 o c Cl!. ti '3 25 LF PIPE 0 0.50% L_CONSTRUCT 26 LF LF 8 INCH HOPE PIPE 0 0.50% PIPE 0 2.00% N rn r II II w O ip Z U K _ CONSTRUCT fl LF 8 INCH HOPE PIPE 0 0.50% PROFLIE VIEW FOR ROOF DRAIN VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' FAI NOTES: 1. CONNECTION AND PIPE TO BE IBACKFILLED 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. VARIES FINISH GRADE A CLASS 1 BEDDING TO SUPPORT CONNECTION 1� � � r r II II II 3 w v o�- - EXI NG GRADE PRO OSED GRADE iTRUt�f 38 LF H H PE PIPE 0 0.43% INTERNAL COUPLER SPIGOT ADAPTER HOPE PIPE TO BE CONNECTED EXCAVATE EXISTING GRADE TO AVOID SOIL INTRUSION & TO CREATE SAFE WORK AREA DOUBLE WIDE MARMAC COUPLER TO BE WRAPPED AROUND CONNECTION. USE MAR -MAC THAT IS ONE DIAMETER LARGER IN ORDER TO PROVIDE ADEQUATE OVERLAP. PROP Q GRADE D EX � DOUBLE WIDE MARMAC EXISTING COUPLER TO BE RCP PIPE WRAPPED AROUND CONNECTION PROFLIE VIEW FOR YARD DRAIN 1 VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' CYI G.TI W A SECTION "AW EXISTING RCP PIPE 2 FORMATTING UPDATES AND RENAMED I TJR I 62/1WIG I CKB 020i8A06,I14C. REV. DESCRIPTION. BY I MIWDDn'Y I CHK ADVANCED DRAINAGE SYSTEMS, INC. ("ADS) HAS PREPARED THIS. DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS KJ.M. DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED, ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS HDPE TO RCP ,i 4640 TRUEMAN BLVD awwr- PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, THE DESIGN ENGINEER SHALL CONNECTION (MARMAC) - NI I U1RD, aHw 13D¢6 REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS • INTS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE ADMi CED DRJVX EMUS, IN0.20E- DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DRAWING NUMBER: STD-604 LOFT PROP GRADE @� <r 00 EX GRADE 0 0 0 20 ---. __ O^.. _.._.__.. w r wwaz� m - 16 _ ._... _ o — PROPOSE EXI ONG 14 12 t, rl 15 LF CONSTRUCT i6 LF P 0 0.00% 8 15 INCH RCP 1.00% CONNECT 0 CHAMBER WTI RCP/HDPE ADAPTER. _. 6-- 4 5 PROFLIE VIEW FOR YARD DRAIN 2 VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' DISTURBED SOIL SHALL BE COMPACTED TO 98% STANDARD PROCTOR m Slope ) GRADE GRADE Class •B" Concrete RIBBON CURB NOTES 1. Construct curb and install 1/2• mastic expansion joints, A,S.T.M. D-1751, 2. Broom finish oil surfaces, 3. Ribbon curb may slope towards pcvement or parkway, Match cross slope of rood unless indicated otherwise on plans, 4, Contraction joint spacing shall be 10' maximum or as directed by the Inspector. COUNTY SIDEWALK DETAIL REMOVED REVISIONS: Q FDOT SIDEWALK DETAILS SHALL GOVERN. 3 2/8/18 QS ADDED DETAIL A5 3/20/18 A ROOF DRAIN PROFILE ADDED Q 5/23/18 YARD DRAIN PROFILE ADDED RCP/HDPE COUPLING DETAIL ADDED nl loo / cnr+c occrRAINT STRING COURSE EDGE WITH 45 DEGREE HERRINGBONE PATTERN THESE PLANS AND ALL PROPOSED INCRK ARE SUBJECT TO ANY CCP.REC71CP13 `REOUIRED BY FIELD INSPECTORS THAT NIAY BE NECESSARY IN OI9DM TO C010ryLY WITH ALL APPLICA&I E CODES. TIMOTHY W. STACKHOUSE LICENSE Nq 81400 \\\\\1111 III///// ... STgC \�O.• �1cENSF y0 N ND. 81400 •. STArE t5Ift..-: //1111110\ ENGINEER OF RECORD JGBONE PATTERN THAN 1/3 UNIT DRAWING NO. ICPI-43 SCALE F.S. PAVING DETAIL N. T.S. (BUILDING PROTOTYPE: ROC60-2020 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 DETAILS FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C CANTON, GA 30114 • 678-462-4072 61vilConiuRingEngineevine.eom 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 UABIUTY TO CIVIL CONSULTING ENGINEERS, INC. 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 FINAL BACKFILL L z to I W 4 INITIAL o w BACKFILL Won r �- LU M HAUN; HIND BEDDING FOUNDATION (REQUIREDMEAL SSUITABLE MATER 6"MIN. 12" MAX. PIPE 6" MIN. ",,IV INISHED GRADE SEE NOTE #4 12" J (FLAT TAMP) PIPEIONE (SIDE TAMP) UNDISTURBED SOIL NOTES: 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 M INIMUM 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 DETAIL: O-D4 CITY OF PORT ST. LUCIE STANDARD PIPE TRENCH CROSS DATE, 2015 900 S.E. OOOE N LANE PORT ST. LUCIE, FL 34983 SECTION SCALE: N.T.S. PHONE (772) 873-6400 FAX (772) 8734433 SHEET; 1 OF 1 REDUCED PRESSURE ZONE (RPZ) \ BACKFLOW PREVENTION ASSEMBLY `, BALL VALVE SEE CHART FOR (TYPICAL) METER SPACING'1 ANGLE VALVE METER VALVE W/LOCK (BRASS) PACK JOINT SEE STANDARD VALVE BOX DETAIL G-07---, SERVICE SADDLE 12" MIN. 24" MAX. TYPE "K" COP -OR BRASS FINISHED 24" CONCRETE VALVE COLLAR WIRE WATER SEWER OR REUSE CAST IN COVER AS APPLICABLE 3'@X+"THICK BRONZE DISC ANCHORED IN CONCRETE PAD WITH HOOK DISPLAYING J" DEEP LETTERS CAST INTO DISC STATING NUMBER OF TURNS TO OPERATE & SCHEMATICALLY IDENTIFIED MAIN & VALVE LOCATION #4 REBAR FINISH GRADE -* z M LOCATOR - WIRE I RISER PIPE 24" X24"X 6" THICK CONCRETE COLLAR 1 1' 1 O•. PIN FOR ANCHOR SECTION A -A MATCH EXISTING SURFACE ROAD MATERIAL -�- CAST IRON VALVE BOX: VALVE BOXALIGNMENT DEVICE (SEE NOTE #2) �- VALVE PIPE PER APPROVED PLANS • _ BAG OF CONCRETE MIX NOTES', 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STR ENO TH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE, ASTEEL CENTERING PLATE WELDED TO THE EXTENSION, IS ALSO REQUIRED, 2. AVALVE BOXALIGNMENT 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 PEDESTR AN WALKWAYS. 5. 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 FO RSEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS, MINIMUM CONSTRUCTION STANDARDS FOR DETAIL; 0.07 r.; ,y a CITY OF PORT ST. LUCIE DATE; 2015 " PORT ST. OGDEN LANE 34983 TYPICAL VALVE BOX AND COLLAR SCALE; N.T.B. PHONE (772) 873.6408 FAX (772) 972.0432 SHEETe 1 OF 2 METER SIZE METER SPACE 5 8" 7-1 2" 5 8" x 3 4" 7-1/2" 1 " 10-3/4" 1"-1/2" 13" 2" 17" UTILITY CUSTOMER TO BUILDING MAINTAINED MAINTAINEC .,Ir .... _. LYRE• •- VARIES MALE IRON PIPE THREAD TO r PACK JOINT COUPLING (BRASS)it r POLYETHYLENE PIPE I RESILIENT SEAT GATE BAG OF CONCRETE MIX TYPE "K" COPPER OR BRASS 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 STANDARDETAIL: W-D2 DS FOR re°I` CITY OF PORT ST. LUCIE COMMERCIAL WATER DATE; 2015 ' ,'�i 000 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 SERVICE CONNECTION SCALE, N.T.S. a PHONE (772) 87Y6400 FAX (772),273.6423 SHEET: 1 OF 2 WIRE PORT FINISH GRADE 36" MIN. LOCATOR EXISTING MAIN TAPPING SLEEVE (SEE NOTES) 1 24" aw WATER, :SEWER OR REUSE 4" CAST IN COVER AS APPLICABLE 3"0 X il THICK BRONZE DISC AN @/RSCA5T ONCRETE 4" t WIRE PORT IPADNTO WITH HOOK DISPLAYING }D INTO DISC STATING NUMBER OF PERATE& SCHEMATICALLY IDENTIFIED MAIOCATION 4" CONCRETE VALVE COLLAR #4 RESAR FINISH GRADE -� WIRE PORT z LOCATOR WIRE RISER P 606v\ XX, TURNS/ 24'' X 24"X 6" TH CONCRETE COLI PIN FOR ANCHOR SECTION A -A MATCH EXISTING SURFACE r ROAD MATERIAL -f CAST IRON VALVE BOX . VALVE BOX ALIGNMENT DEVICE (SEE NOTE#2) VALVE PIPE PER APPROVEDPLANS • BAG OF C0NORETE MI.X. %i N/EA 1TOP OF OPERATE NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BPERATING NUT "-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS AEQUIRED. 2VALVE BOXALI MENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOXAGAINST THE OING NUT, 3DOWN OVER SHALL BE USED IN ALL AREAS. 4P:V RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED, 5SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTR IAN WALKWAYS6OP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOXSHALL BE PAINTED BOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS, x: MINIMUM CONSTRUCTION STANDARDS FOR DETAIL, 0.07 CRY OF PORT ST. LUCIE DATE, 2015 +L" 900 S.E. OGDEN LANE TYPICAL VALVE BOX AND COLLAR PORT ST. LUCIE, FL 34983 SCALE, N.T.S. PHONE (172) 873.6408 FAX (772) 873.6422 SHEET, 1 OF 2 MATCH EXISTING SURFACE ROAD MATERIAL VALVE BOX RISER PIPE N RS FLANGE X MECHANICAL JOINT GATE VALVE NEW MAIN BAG OF CONCRETE MIX NOTES: 1. THE VALVE BOX AND COLLAR SHALL BE IN ACCORDANGE 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. MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 PHONE (772) 873-6400 FAX (772) $73.4433 TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL: 0-1 D DATEa2015 SCALEa N.T.S. SHEET: 1 OF 1 7SE PLAj14'3 AND ALL PR0Pmc:z0 j4f0p6 RE SUBJECT TO ANY 0G-Pr`IEC7I c-j I, uUIRED BY PIBLD INSPECT,OPS T!IAi F.1AY BE NECESSARY IN ONDLF TO L'iPL-Y MTH ALL A10PUCGBLE CODE• 3 PSLUSD hereby releases these construction plans. PSLUSD makl no representatwns that he plans are accurate nor does PSLUS repment that the plans wit meet the reeds of the pmjact. Tt Fntilla r of Record and Wrly contractor are lmeby natdled tilat w product or Work m,1t tits to meet the Specifications and policies of If ASLSIJD as Well as other apoicabte agenew will not be aarepte PSLUSD'is Trot: raspatis Ne hr atk6ta all project costs or time zda due toVisa aratChlyofprojectpolacraeltDMWsaki7a rSinailS. f NO COMMENTS 6y DS r_ p M, REVIEWED - SEE coMMENTs oats: 8/21 /20 TIMOTHY W. STACKHOUSE LICENSE NO 81400 ucSr ...... NSF ' -.0 � NOS--'`3� = %.' STA-11�,K (V� i O/VAti ENG ` ENGINEER OF RECORD HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSL AND CULNI run WRIUM 11 was PRtrn"tu. RLU= ,m Anu IMMR Lm Imunn,c nnu REVISIONS: A 3/20/18 5 ADDED CITY DETAILS CONCRETE CC IN UNPAVED (SEE NOTE 48"X48"X6" CONCRETE .COLLAR IN UNPAVED AREA (SEE NOTE #11) 4" TWO-WAY CLEANOUT TEE (TYP) IF IN AN UNPAVED AREA SEE DETAIL WW-05 INLET J 4" MIN. INLET OPENING) TOP VIEW 24" COVER IDENTIFIED WITH WORD 'GREASE"(TYP) SOLID CONCRETE OR BRICK AS NECCESSARY �LID (SEE NOTE 19) IF IN A PAVED AREA 3"MIN. W MIN. (SEE NOTE #4) 8" HOLE SEE NOTE #7 I+— D SECTION VIEW . (TYP.).' : _`. CCESS BOX /COVER OUTLET WATER 4' MIN. INLET OPENING LEVEL AND PREFABRICATED PIPE BOOT WITH S.S. CLAMP OR GASKET (TYP) STAINLESS STEEL BRACES, BRACKETS, NUTS AND BOLTS (TYPICAL) NOTES: SEE SHEET 2 ' MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: WW-10 CIE GREASE, OIL, AND SAND DATE:2D15 9005EFOODENLA NE PORT ST. LUCIE, FL 34983 INTERCEPTOR SCALEe N.T.E. PHONE (772) 872.6408 FAX (772) 873.6433 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 EXISTING GRADE, 0.35 YD3 CONC. MIN. (3000 P.S.I.) ..� MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE M!`1 SOO S.E, OGDEN LANE PORT ST. LUCIE, FL 34983 PHONE (772) 873.6400 FAX (772) 873-6433 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 2.h" 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. 8, 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 MATH 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-990-95, 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 UTILITY STANDARDS. AN INITIAL INSPECTION IS REQUIRED WITH THE TANK ABOVE GROUND. L.t I ; MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 900 S.E.. GDENLUCIE LANE GREASE, OIL, AND SAND DETAIL: WW-10 DATE: 2015 N.T.B. - PORT ST. LUCIE: INTERCEPTOR � PHONE (772) 873.6400 FAX (772) 873-6433 SHEET:2 OF 2 EXISTING PAVEMENT EXISTING BASE d q a 4 a 4 .- • "'4 '.a:d \ MIN. d a 4. UNDISTURBED SOIL BOLLARD DETAIL FILE NAME: 0-15 OATE:2015 SCALE: N.T.S. SHEET: 1 OF 1 FINISH COVER MARKED "PSL SEWER" GRADE / AND PAINTED GREEN 4 Z ,Q d '. lD d ' ACCESS BOX AND COVER MARKER BALL (SEE NOTE #3) zp »19 O III v= z z U :E 2 O Z W ix W H H y� Z z 7 Z Z c� =� JAr z a a a c F z_ 0—E u — ? co z 0 9 CL W z = J 7) a Or LL z z z }r a 2 z 2 W ♦- C Z W ? W 2 we 'd' III lk2 u u Z o 4~ W wm a 3-0�0+ p DWR�wer NFL- Jp We ID QO c z�4� a� m4 Win p Map �zUJI ww 0: �3F-pLu W p � sl-�300 �a 07HOti M Ix C Q a a. an ja > Le �h000uILe W- m w w C P:� MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 _ PHONE (772) 873.6400 FAX (772) B73.6432 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. / yd,�"`• 7, MINIMUM CONSTRUCTION STANDARDS FOR CITY PORT ST. LUCIE DETAIL: WW-D5 OF 900 S.E.OGDEN LANE SANITARY SEWER CLEANOUT DATE. 2015 13HEETr PORT ST. LUCIE, FL 34903 SCALEe N.T.S. PHONE (772) 873-6404 FAX (772). 973.0433 "w...ry.., 1 OF 1 STANDARD SEPARATION REQUIREMENTS w zZ n =F �< > 9MLU R'LL dbi LU d �z¢?o FzZ <oZ ¢w2' Lu N O Z Ca aF �aNa 4 �y y Hi �DU o wLU �F wZ mo00 8�gFx o EL o.zw°xk' a5 yLLZaM d N z Z LLB- a. ofWy�aa 2 06m0 `Zr e Z a LU z_ �3 LU 5 �� daCN ty�4 IOU: Jd m}uj LU §� y oa� x ZI0, 1 d LL Lo V) Z e Nz0m a LU w Y 6m v .":..2 C9Nm DETAIL; 0.01 DATE: 2015 SCALE: N.T.S. SHEET:1 OF 1 THWSS ; U,N'S AND ,I.L PRC,PcE=a 44'C1+ Yo ` t"E SU&JECT TO ANv Q 1}I UIRED 3Y F!ELD INSi EC?O;�$ TI Lei Fr1AY BE PJECLSS,aRY INORDEF TO COP„'LY WIT4 ALL A,13PLIC; B! E CODE. BUILDING PROTOTYPE: ROC60-2020 A REVISIONS: PROJECT NUMBER: CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT PSLUSD hereby releases Ome construotim pfans: PSLUSD makes no representations that the plans; are accurate ruw Joey MUSD represent that he plans will meet the needs of the project. The Engineer of Record and ubirly contractor are harelip notified that any product or work that tails Innwt the specifications and policies of the PSLSUD as welt another applicable a9enores wO:not be accepted.. PSLUSD is not responsible for additional project costs or time dekV we to the Inability Of nod personnel to reset sa;d reywf ma. REVtEWED - mNO COMMENT$ By DS ri s REVIEWED- ED SEE COMMENTS (late: 8/21 /2018 TIMOTHY W. STACKHOUSE LICENSE NO 81400 \\�t(1111 I11/rrrr No. 81 U STAT F Cam: ''�-�ORIOP.••'��C��� S�/ N \\ Y�/FINAL IE \\�� ENGINEER OF RECORD PROJECT NAME: PROJECT ADDRESS: 1PROJECT ADDRESS: I CLIENT: CLIENT ADDRESS: CLIENT ADDRESS: I DATE: 8/16/17 r I r DETAILS 3/20/18 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 FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C CANTON, GA 30114 678-462-4072 Civi 10®nsDlT:i agEngineerrinc. eDan CIO THIS DOCUMENT, TOGETHER WTi 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 RELIANCE ON THIS DOCUMENT WTHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY GVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC.