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Home My WebLink AboutBUILDING PLANSI Fj /spo/ q FEB 0 7 2018 Sr. Lucie Caunty, Parr JCAN CONCRETE NDUSTRIES CIVIL CONSTRUCTION PLANS &SPECIFICATIONS - COLBURN RD SITE ---, V Y z Yl Y z z, ORANGE AVE ORANGE AVE LOCATION MAP N.T.S. LEGAL DESCRIPTION: BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN 589049'03"W, ALONG THE SOUTH LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32 FEET, TO A CONCRETE MONUMENT ON THE EAST RIGHT OF WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00007'28"W, ALON(, THE SAID EAST RIGHT OF WAY, A DISTANCE OF 315.74 FEET, TO A CONCRETE MONUMENT; THENCE RUN N89'36'20"E, A DISTANCE OF 1369.00 FEET, TO A CONCRETE MONUMENT TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN 500°00'17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND CONTAINING 10.00 ACRES, MORE OR LESS. TOGETHER WITH A NONEXCLUSIVE EASEMENT FOR DRAINAGE PURPOSES ACROSS THE EAST 20 FEET OF THE FOLLOWING REAL DESCRIBED PROPERTY: THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, EXCEPTING THEREFROM ALL RIGHTS OF WAY FOR DRAINAGE CANALS AND PUBLIC ROADS, AND LESS AND EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN 589°49'03"W, ALONG THE SOUTH LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32 FEET, TO A CONCRETE MONUMENT ON THE EAST RIGHT OF WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00007'28"W, ALONG THE SAID EAST RIGHT OF WAY, A DISTANCE OF 315.74 FEET, TO A CONCRETE MONUMENT; THENCE RUN N89036'20"E, A DISTANCE OF 1369.00 FEET, TO A CONCRETE MONUMENT TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN 500°00'17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST, LUCIE COUNTY, FLORIDA, AND CONTAINING 10.00 ACRES, MORE OR LESS. SECTION 11, TOWNSHIP 35 S, RANGE 39 E ST. LUCIE COUNTY, FLORIDA OWNER AMERICAN CONCRETE INDUSTRIES INC. 350 IA ROCK ROAD FORT PIERCE, FL PHONE: ENGINEER & SURVEYOR l 702 SW PORT ST. LUCIE BOULEVARD PORT ST. LUCIE, FL 34953 PHONE: 772-879-0477 EMAIL: info@velcongroup.com COA #32222 LB #8206 INDEX OF DRAWINGS SCANNE.6 BY St. Lud@ gft* ST. LUCIE COUNTY FIRE D TRICT FIRE MARSHAL,UlE'k'IC REVIEWED AN'D Al' ,ko REVIEWED BY: DATE: COVER SHEET 1. MAJOR ADJUSTMENT TO A MINOR SITE PLAN - SHEET 1 2. MAJOR ADJUSTML NT TO A MINOR SITE PLAN - SHEET 2 3. PAVING, GRADING, & DRAINAGE PLAN AND SPECIFICATIONS 4. PAVING, GRADING, & DRAINAGE PLAN AND SPECIFICATIONS 5. WATER PLAN 6. WATER DETAILS AND SPECIFICATIONS 7. CLEARING AND SEDIMENT & EROSION CONTROL PLAN 8. STORMWATER POLLUTION PREVENTION PLAN THESE PLANS AP40 ALL p1'TOPOSE1) w0px ARE SUSJE.CT TO ANY COI~pEC'IONr3 REOUIREO BY FIELO IfMECTORS THR7 f0AY BE NECE nS My IN ORiCc^P1 To C PeiPL'Y WITH ALL A,"jr LIC4.BLE CG'ac ; ST. LUCIE COUNTY PLAN REVIEW . DATE: PLUMB: MECH: GATE: O z m O ENGINEER'S PROJECT NO. 17-060 ENG V) ¢G QHAF " ¢ F- QC 7 D LU FLu'a C. H" V 111 � j J V) Z NN� w FIRE HYDRANT I u g I I�\III g 3 I, i N I N I N -- g I (1„ LL � III ilwi Il It 1 w II li I I It EX. EL. ON ONE I I IG I I EI IA 'C I I I I 15 to I II I Z AOH u Q y Ile I I� Y iE nI{ I I VIZ 3e LU i IZ u X I I LL - Il O I N wv g g L EZI m .... w 4 X � 'w I ' F I 1 i i'vi I \f;;..,, I , 1111 I x IT(V It EX. INV. EL 17.78 NICHOLS HARBOR PROPERTIES LLC ZONING:IH- INDUSTRIAL,HEAVY FUTURE LAND USE: MXD - MIXED CURRENT USE: VEHICLE STORAGE YARD EX. ASPHALT DRIVE TOG ________ ___ _______ _________.. •''` __ .____________________ TOE ___ ____ __ _____ __ _ EX INV__ EX. i_e_CA _______,._________ __ __ EX 1671 P'jr j-_-_ _ -------- r INV. '� �_________ TOE_______________________ ____ 17.89 OHE ----- -- OHE--OHE OHE--------- -'-O. —'---- OHE ONE OHE -OHE- OHE --OHE ------ ------ -�__ ---- OHE--------- TOR In, � I a0 � I I EX. GREEN AREA 30 0 15 30 60 ( IN FEET ) z r EX. INV. 1 inch = 30 ft. H EX. 15.46 J I EX. ASPHALT DRIVE Q ' ._________________________ _____ _____ ____ _____ ___I I F 1 EX. INV. I�` EX. 15.26 EX INV. E EX. INV _ ___ __________ __ ______ _ ____-__ _______ _ __ ____ __ ___________ _ _________-_ .._ ____ _ _____ _ _i_____ SEX. 15.92 --.__ -------- - ----- --------- --- ____ ___ ______ I PP OHE OHE-------OHE OHF OHE ---'--OHE --� -"'OHE OHE ^'-'--OHE -- ^ - HE O- - _____� ' � 0 __---------------------------------------------------------------------------- I S 89°36'20" W 1369.00'(D) I 589°38'20" W 1369.16'(M) I \_ ' �cll� i I N \ � EX. GREEN AREA ' d' I Y �ESB I EX.GREEN AREA I ' �0 I 99.5' ------------------------ —------------------------ ----- —------ ---------------------------- 200.0, —79.99' Ex. WELL�--- _ � >-_--_______________________________________194.80 , s ,� •� w Z1 �� i' BLDG. #2 Z 1 EX.ISTORY ' o o BLDG. #1 1 Ex. asPHALr I METAL BLDG. - EX. NMH " 'j EX. 1-STORY , roP 20 z6 I METAL BLDG. I ex CON �n i 15,000 S.F. G F.A. W E IN .14.13,E PVC,, 13,370 S.F. G.F.A. w 'rH w _ fi F.F.E. = 21.07 N.A.V.D. 1988 a NE V, 14.12, 6 PVC •w•1 o p C 'n f O I F.F.E. = 21.08 N.A.V.D. 1988 ? ¢ ¢ r.- _ I OG W V. 1403 6' PVL -PROP.10' R/W I DONATION * EX. 314" W.M. d RPZ � _ — 80.04' 4 — —� RELOCATE INTO R-O-W m EX.ASPHALT SMH EL. 19.59 W. EL 14.25 EX, GREEN AREA —EX. C.O. -------- INV. EL. 19.72 2,375 S.F. EX. OFFICE AREA X % x- 4' BWF x 2' FBI d zo 4" WHITE co SIGN NO, FTP-21-06 AND FTP-22-06 3 5 6C10 WHITE CHEVERON5 EVENLY SPACED 2" (TYP.) 1a FTP-2146 TOP np iz y"1 2N C° yN n 3 PARKING BY DISABLED PERMIT ONLY $250 FINE F.S. 318,18 FTPa2-M BOT 12' 1— �1 NOTES: 1. HANDICAP STALL IS BASED FROM FDOT STANDARD INDEX #17346, SHEET 12 OF 14. 2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595a. 4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. 5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFERENCE FDOT STANDARD INDEX #17346, SHEET 12 OF 14. 6, FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FDOT STANDARD INDEX #17355, SHEET 4 OF 11. HANDICAP SPACE DETAIL N.T.5. 16' I!� TYPICAL PARKING STALL 1" = 5' All :J.n n.l' 40 BEFORE YDI/DIG rui,woa,s,uAu€scan WA? FM iHF 5RE T®BE HAflMEO REEFEGTTHEM�E%E wO SAYEbY Y A EX. 2' OVERHANG (TYP.) jn M N PROP.2' m — OVERHANG a 10 10 4 �R3 PROP. PAVT. N N 10 30' EX.TOG N of N EX. GREEN AREA ORANGE AVENUE WCI LLC ZONING: CG - COMMERIAL, GENERAL FUTURE LAND USE: MXD - MIXED CURRENT USE: VACANT 2' 1 16' WHITE RETRO-REFLECTIVE TRAFFIC PAINT (TYP.) 1� CAR STOP 0 (TYP.) IN I i O DRY DETENTION ' AREA EXPANSION ------------------------------- OB EX.TOE_________________________________________________________.'____ -------------------------- ___-__.I EX. TOE 5 89 49'03" W 1368.32'(D) ------------- EX. To _-_--- - - 5 E9°51'15" W 1368.27'(M) . % X X x % % X % % % % X- I 4' B LLi UNPLATTED LANDS 1Zi J ' I �D LEGEND HANDICAP STALL O NUMBER OF PROPOSED PARKING SPACES -' NUMBER OFEXI5TING PARKING SPACES EXISTING WATER MAIN — —.Fn --- EXISTING FORCE MAIN EXISTING GRAVITY SEWER MAIN —cs EXISTING EDGE OF PAVEMENT a"t ,'. PROPOSED PAVEMENT PROJECT STATEMENT: THE PROJECT CONSISTS OF A 10,000 SQ. FT. EXPANSION OF EXISTING BUILDING #2 ON THE DEVELOPED SITE. ACCESS TO THE PROJECT WILL BE THE EXISTING DRIVEWAY ON NORTH ROCK ROAD. THERE ARE NO WETLANDS ON OR IMMEDIATELY SURROUNDING THE PROJECT SITE, THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THI5 PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USE OF THE NEIGHBORING PROPERTIES AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN MET IN THE PROJECT DESIGN. THE PROJECT I5 ZONED IH - INDUSTRIAL HEAVY WITH A FUTURE LAND USE MXD - MIXED. THE SITE I5 BORDERED ON THE NORTH BY NICHOLS HARBOR PROPERTIES, LLC. WHICH IS ZONED IH - INDUSTRIAL HEAVY WITH A FUTURE LAND USE MXD - MIXED. THE SITE I5 BORDERED ON THE EAST AND SOUTH BY VACANT LAND WITH A ZONING OF CG - COMMERCIAL, GENERAL AND A FUTURE LAND USE OF MXD - MIXED. THE SITE I5 BORDERED TO THE WEST BY NORTH ROCK ROAD AND BY ST. LUCIE COUNTY JAIL VACANT LAND WITH A ZONING OF I - INSTITUTIONAL AND A FUTURE LAND USE OF P/F - PUBLIC FACILITY. FILL MAY BE REQUIRED IN LIMITED QUANTITIES IN ORDER TO ACHIEVE THE REQUIRED DESIGN ELEVATIONS. ANY REQUIRED FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FOR COMMERCIAL SITE DEVELOPMENT AND WILL BE OBTAINED FROM AN APPROVED BORROW PIT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS USING THE LATEST FDOT STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL TYPICAL PARKING STALL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC R-O-W, WETLANDS, AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR V = 5' SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND ER05ION ARE NO LONGER A THREAT TO THE ADJACENT PROPERTIES OR WATERWAYS. PROPOSED SITE DATA: EXISTING SITE AREA 435,602 S.F. 30.00 AC R-O-W DONATION -3,158 S.F. -0.072 AC PROPOSED PROJECT AREA 432,444 5.F. 9.928 AC 100,00 TRAFFIC STATEMENT: THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION,9th EDITION IMPERVIOUS EX. OVILDINGS AREA 28,370 S.F. 0.651 AC 6.56% CATEGORY: MANUFACTURING (140) PROP, BUILDING 10,000 S.F. 0.230 AC 2.31 % P: PAVEMENT 2,,05 S.F. 0.061 AC (AVERAGE RATES UTILIZED) AVERAGE RATE PROJECT S.F. 9.61% TRIPS EX AC AC 9.49%RE S.F. EX PAVEMENT(TOS.F. WEEKDAY DAILY TRIPS: 3.82 / 1,000 S.F. 38,370 S.F. - 1.843 147 1.843 82,0E 8.98 AREA 82,0E AREA TO AL IMPERVIOUS AREA 82,06E S.F. 1.884 AC 18.98% A.M. PEAK HOUR TRIPS: 0.78 / 1,000 S.F. 38,370 S.F. = 30 P.M. PEAK HOUR TRIPS: 0.75 / 1,000 S.F. 38,370 S.F. = 29 TOTAL PERVIOUS AREA 353,536 S.F. 8.116 AC 81.75% l( COLSURN Pb acvnl w Llj \NX01I 11111'Y/ d r A E• II C4 SITE I I `wiJW ' `d UI I z� U' (N Z N IN rJ> ! J m ORANGE AVE I ORANGE AVE „ w LO z (/r1JoO V _jIE LOCATION MAP (� }� �o N.T.S. Z w 00 j LEGAL DE5CPTPTI0N: W a U� \ O �N BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE `-� NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 U Lil W SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN 0 589°49'03"W, ALONG THE SOUTH LINE OF THE SAID NORTHWEST 1/4 OF THE / N Y_ O U NORTHEAST 1/4, A DISTANCE OF 1368.32 FEET, TO A CONCRETE MONUMENT ON v+ O 07 U THE EAST RIGHT OF WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE J ,�( r a a F WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE W w RUN NOW07'28"W, ALONG THE SAID EAST RIGHT OF WAY, A DISTANCE OF w U 315.74 FEET, TO A CONCRETE MONUMENT; THENCE RUN N89°36'20"E, A \ DISTANCE OF 1369 00 FEET TO A CONCRETE MONUMENT TO THE EAST LINE OF / THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN 500°00'17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION Il, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND CONTAINING 10.00 ACRES, MORE OR LESS. TOGETHER WITH A NONEXCLUSIVE EASEMENT FOR DRAINAGE PURPOSES A a ACROSS THE EAST 20 FEET OF THE FOLLOWING REAL DESCRIBED PROPERTY: H THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 2 c SOUTH, RANGE 39 EAST, EXCEPTING THEREFROM ALL RIGHTS OF WAY FOR Z o 0— a DRAINAGE CANALS AND PUBLIC ROADS, AND LESS AND EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: ) N BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE p a W NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA: THENCE RUN T 589°49'03"W, ALONG THE SOUTH LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32 FEET, TO A CONCRETE MONUMENT ON w THE EAST RIGHT 0'F WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE o WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00°07'28"W, ,ALONG THE SAID EAST RIGHT OF WAY, A DISTANCE OF 315.74 FEET, TO A C'9NCRETE MONUMENT; THENCE RUN N89°36' 20"E, A m DISTANCE OF 1369,00 FEET, TO A CONCRETE MONUMENT TO THE EAST LINE OF THE SAID NORTHWE5T 1/4 OF THE NORTHEAST 1/4 THENCE RUN 500°0017"E, Z ALONG THE EAST L:NE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, z TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND J CONTAINING 10.00 ACRES, MORE OR LESS. uj LL OWNER: 75; W • • 10115 B L. TREE CT THESE PLANS AND ALL PROPOK-D WOF ;. 30115 BAY TREE CT, r PORT ST. LUCIE, FL $4986 ARE SUBJECT TO ANY CORRECTIONS co'n PHONE: 772-464-1187 REQUIRED BY FIELD INSPECTORS THA• � � vJ SITE ADDRESS: MAY BE NECLSamY IN ORDER TO COMP! —J L W WW Y WITH ALL APPLICABLE CODE& 350 ROCK ROAD Q N O 2 FORT PIERCE, FL 34945 Q z PARCEL IDENTIFICATION NUMBER: 2311-123-0001-000-6 0 PROPERTY CLASSIFICATIONS: Q ZONING: IH- INDUSTRIAL,HEAVY Q FUTURE LAND USE: MXD - MIXED O CURRENT USE: MANUFACTURING FACILITY MIN. BUILDING SETBACKS: FRONT: 50 FEET REAR: 40 FEET SIDE: 30 FEET BUILDING DATA: W EX. i STORY METAL BLDG. #1 13,370 S.F. EX. 1 STORY METAL BLDG. #2 15,000 S.F. PROPOSED 1 STORY METAL BLDG. EXPANSION 10,000 S.F. W TOTAL FLOOR AREA 38,370 S.F. Q BUILDING HEIGHT: MAXIMUM PROPOSED (n/ LLU EX.1 STORY METAL BLDG. #1 80 FEET 32 FEET W O EX. i STORY METAL BLDG #2 80 FEET 32 FEET z LL PROPOSED 1 STORY METAL BLDG. EXPANSION 80 FEET 32 FEET O I} PARKING CALCULATIONS: (� z- (F(-� MANUFACTURING AREA Z "+ —J1 0 1 SPACE PER 1,000 S•F. GROSS FLOOR W 35,995 S.F. * 1 SPACE / 1,000 S.F. = 36 SPACES Q U OFFICE Z 2.84 SPACES PER 1.000 S.F. GROSS FLOOR AREA N LL 2,375 S.F. * 2.84 SPACES / 1,000 S.F. = 7 SPACES W W TOTAL SPACES REQUIRED = 43 SPACES (2 HANDICAP, 41 REGULAR) C TOTAL SPACED PROVIDED = 43 SPACES (2 HANDICAP, 41 REGULAR) Z (35 EXISTING, 8 PROPOSED) DRAINAGE STATEMENT: THE PROJECT WILL BE SERVED BY SITE GRADING, THAT DIRECTS STORM WATER TO THE DRY DETENTION AREA ALONG THE SOUTH SIDE OF THE SITE PRIOR TO A CONTROLLED DISCHARGE TO THE EXI51ING SWALE LOCATED ALONG THE EAST END OF THE SITE. THE DRY DETENTION AREA WILL BE EXPANDED TO ACCOMMODATE THE PROPOSED IMPROVEMENTS. ST. LUCIE COUNTY AND SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. UTILITY PROVIDERS: m m 3 w° ° M8 POTABLE WATER = FPUA (EXISTING) ° •• z \ 3 u Do WASTEWATER = FPUA (EXISTING) IRRIGATION = EXISTING WELL PERMITS RE �UIRED: Plarlilii'io t% D6velopme0t Services NOV 06 2017 U ¢ O = p r V) p p U SHEET NO,: - ST. LUCIE COUN Y RIGHT-OF-WAY PERMIT - ST. LUCIE COUNTY STORMWATER PERMIT01 - SFWMD ENVIRONMENTAL RESOURCES PERMIT ,jC ADJUSTMENT OF CONSTRUCTION SCHEDULE; APR® CONSTRUCTION START: NOVEMBER2017 CONSTRUCTION COMPLETION: 180 DAYS JOB No. 17-060 ENG I NICHOLS HARBOR PROPERTIES LLC -MIXED zZFOUT RE, LAND USE MXD J' CURRENT USE: VEHICLE STORAGE YARD EX. ASPHALT DRIVE I EX, ASPHALT DRIVE Qw p( EX. 12" CMP --- - -------------------------- ------------------------- EX. TOB EX. INV._` __________________________E1T 16.�01 _, EX. INV. EX. 16.94 '________________________________ _______-___ Ex. ASPHALT PARKING i I EX. 12'CMP` EX. INV. _y E'iB°CMP_________________________________ rY-s.TBT77T490 EX. TOE EX. INV. ______________________________V, u EX. 14.84 =q_____________________________________ ______________________________- I EX, TOE -7 EX. INV. EX. INV. __,=`,-- F EX, 14.87 EX. 14.89-__:-__k.I. I Ex. FCURB 1 OdE' OHE--"-'-'---OHE OHE - OHE —'.--ONE OHE '- F _3 ____OBE _________OHE. '—OHE —�"c' 'OHE� CD'.."-- L__--__----.._--__-_-_ I----__�_—--______—______—__—_--__—___—__ EX. � L_-----_ _ - -- -_ E5B ®ESB 1 ----------------------- _________________ - ------------------'---------- x x --'--;'-- EX. OB x >�g, >T X x x— a x�l�-x x x x x %- ' ____i.. +1 EX. TOB x -__ - _ - F- SWALE �_I EX 6'C-F O —. —'I C��EX. INV. _EX. —x— Exia 5 89036'20" W 1369.00'(D) ' 5 89°38'20" W 1369.16'(M) ' ^ EX. GREEN AREA N v N `T I 594.29' ' PROP. I -STORY o METAL BUILDING EXPANSION v $ GROS FLOOR AREA = 10,000 S.F. o I 32 BUILDING HEIGHT 594.06' 200.01 •---�-J- ' 11 1 i II I I ' p EX. GREEN AREA I I p ' ------------- _ _ _ __— ----,____ : r '• '. .` i ,.. EX DIRT e r - --- i X. DIRT I I I I W 1 pi 3 I I 1 I io FI yl 11- .. .. .. .': ... .. .. .. '.. _ ______________ 1iW 1 r ------------------------------------------•__----------------_-----___—s_--------.- — I 1 I I 30 0 15 30 60 ( IN FEET) 1 inch = 30 ft. I = x .16- -- x x x x EX SWALE PROP. ' DRY DETENTION I DRY DETENTION AREA EXPANSION AREA EXPANSION I I I L---------- ------------- -A------------------------------------------------------------------------------------------------------------------------------------------ --------------- --------------------------`------------------------------_"••-"--"--------"'r'---'--------`---------- -------------------- --------------------------------------------------------------------------------------------------------`--------------------------------------- -------------- - ______________-_______________-------------------- -------------- — EX TOB 5 89°49'03" W 1368.32'(D) EX. TOE ---------------------------------------- - 5 89°51'15" W 1368.27LMj---------------------------------------------------------------------------------------------------------------------- --- ----------------------------------------------------------------------------------------------------------------- ___ ___ _ EX. TOB ____________________________________ X X x X x % %- % X x X X X x % X— x X x % x % x X %-- X x ' 4' BWF 1.1.1 ORANGE AVENUE WCI LLC Z' 20NING. CG - COMMERIAL, 6ENERAL ' FUTURE LAND USE: MXD-MIXED _______EX.-- - CURRENT USS VACANT__________________________________________________________ i I V , __________________________ 8" 7" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI) e. STABILIZED SUBGRADE MIN. DEPTH ° OF 12", COMPACTED TO 98% MAX. DRY DENSITY MOD. PROCTOR PER AASHTO T-180 METHOD, MIN. LBR40. O NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40. 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/#10 W.W.M. 3, SAW -CUT JOINTS @ 15' O.C. EXPANSION JOINTS @ 40' O.C. TYPICAL ONSITE CONCRETE PAVEMENT DETAILS N.T.S. 1.25" TYPE P 9.5 PRIMECOAT SEALANT TO BE APPLIED FINE ASPH LTIC ON TOP OF BASE COURSE ETE :AFF410EL B j�CONSTRUCT 6" LTMEROCK OR / T- 80 METHOCOQUINA D EN COMPACTED P ED A 98% MAX. DRY DENSITY PER AASHTO100 \-STABILIZED SUBGRADE MIN. DEPTH OF NOTE: 12", COMPACTED TO 98% MAX. DRY PAVEMENT SHALL HAVE MARSHALL DENSITY PER AASHTO T-180 METHOD, STABILITY OF 1,000 LBS. MIN. LBR40, MIXED AND HOMOGENEOUS MATERIAL TYPICAL ON5ITE ASPHALT PAVEMENT DETAILS N.T.S ---------------- - % x w EX. INV. EL 16.07 EX. TOB --- - ---------------------------------------- EX. TOB I I EX.SWALE it _ --------- ( ------ EX TOB ' I i PROJECT OUTFALL LOCATION I 1 ' NI ' I j YS I � J ^ 3X LU 0 w X N :�HA Z 1-� V * > W W w j O Lu V Z Z Z V J W 'C LU D LU 3 N w m xP x EX. T08 X 4'BWF .___________________._----------- ______ ____SX.T08 ____ ______ EX. DRIVEWAY ROCK ROAD (60' WVNTY OWNED 6 MAINTAINED R/W) NO DRIVEWAYS WITHIN 500' TO SOUTH — - - — - - ) PROJECT SITE EX. EX. DRIVEWAY DRIVEWAY DRIVEWAY LOCATION MAP SCALE: 1" = 50' LEGEND HANDICAP STALL O NUMBER OF PROPOSED PARKING SPACES (7` = NUMBER OF EXISTING PARKING SPACES EXISTING WATER MAIN EXISTING FORCE MAIN EXISTING GRAVITY SEWER MAIN —cs ---- EXISTING EDGE OF PAVEMENT PROPOSED ASPHALT PAVEMENT TH.S2 PLP'AS AND ALL PROP0E_D \6 OPi" ARE SUEut CT TO ANY CORRECTTION 3 REQUIRED BY FIELD II'ISPECTtOnS TII•k7 1`0AY BE NECESSARY IN ORD 10 CCK',;;LY 1'/ITH ALL APP I.ICABLE CODES. pia-nringI & Oevelupl;Te1Tt Services NOV 0.6 2017 RECEIVEF.",l ...,a.q:le ertn.•ro�ap BEFORE YOU OIO uu IwLmausµsseurs warzro.R rMEsrt robew.wbo RESPEL1 PiE.WAX9 OIGY9FELY N Z_ N N N J >> �T W J m W . z w Lr) z ~ z_ Z �r),* N J�O r n H 0) 0 LL ul N = Z}, W of5,= W \ NQ a- J� �// LL O (n W W vi z Q U w N Nof00 O O S E J �ra- a� Ld W W U zo Oa a a _ (ALd u u 10 a a r I r W 0 o 0 Y IP � � �z z� W n �W C0 C0Ir_n-LN 1— p�TW Q O n/ r:C vJ - Q 20 F- W Q z W O LL 0 Q� Z L) ULLI �� Z J W m 3 0 n 11m o D. II Z K y w 0 3 w o 0 r 0 S � n N O C] U SHEET NO.: Z OF JOB No. 17-050 ENG 0 o I ngg all l 3 9by O I iiN I d I a iiwl (� � II EX. INV. 30 0 15 30 60 ' EL. 17.78 1 LU ' ( IN FEET) j "EX. INV. J 4f EX. 15,46 1 inch = 30 ft.-------------------- --------------M _______---___________�_____ IJ______ bb V EX ASPHALT DRIVE Lp� l EX. ASPHALT DRIVE u� i_-___-________________-____ I O i yt._�_-___-__ ___ o y '. Al I ♦y. ♦0' I I ♦ � } TOO 4!�___________ `-------------- i i 44 EX, INV, �I °,+♦Qo------------------------------------------ „EX. 15.26 b b EX 1i1�i'1�. iE18"CA -__ II " . , TOE _____ ______________ . EX. INV.___________________--y_----_-----___-_y.- _ _ _EX. INV__ _EX 18'CMP I ______m ______ _____ _ _ _-�__ _________r _ ___ i-=SEX. 15.3 t5.71 C__t-r ♦y. x___._________________________X____________________-___--___-___________-____ __---___________________________-_______________�% „ }1.14-y-jT--i_ !7 I�/ b__________ ____ ____ _____________________________ %,-0-- yh )EX. _____ _ r______________________________ / - hwI ° Iy�q I . EX, INV. EL. 17.89 I` _____ TOE ___ _____ ______"...... .....OHE -..... _OHE--...TOHE-...._OHE -.....-OHE-.-.-OHE ' CPP OHE _ .-_OHE -, ._-OHE OHE ____ _ _ __ _____ ________ ONE '-'OHE _-..-. - _E_ _ _____ _________ �1(?+ OHE E ____ _ ___---__ OHE -OHE E '-' __--___ _____-__ __ OHE ________ ___ IL ,11y... }/ ,� V ONE l \ OHE-'-'.....-..:OHE --`+OHE -""'. OHE -'_ ------ OHE --' _______ _______ ______ -___- ^y.4- `._# ___ 1b 16� 1b}H 1H_ I� TOB ♦ 1ti I l w I ♦q' I II:, b� � IAN I I x � I ♦4 xl �, � I I, I, W I I w xi II QIZ wl I H I u w � QIZ ♦q�� tq� ♦q. O H tI ll ¢ n 7 5 I a 5 I G q I ♦y.. N ix uyt 1� y �IZ ) o � I I O U I' y5 b T WV m I x 0 ♦q0 OI' `♦T'I°� � I I'�'I I♦q� s JI 3 III Ip,L'I I ti° I I Ell 11 I s � I IF W Al /11 / i- �4 E) EL ♦ I � I °� I ♦qq ♦q } I ♦bb � 7, r, a � ------------------- oqF EX. GREEN AREA 0* BENCHMARK ` " EX. SMH TOP EX, WEU..~\�,,, EL. 19.59 ------- N.A.V.D. 1988 D4 I --- Icv 1 00 �..........EX.NMHy' - TOPE �026 aI E IN NE V 1412, 6' PVC b EX 3/4" W.M b RPz 1"'S 89°36'20" W 1369.00'(D) A� ♦11 ' 4 ♦° 5 89038'20" W 1369.16'(M) - _ -\-'----------------------------1------------------------- CONST. MIN. BERM EL. 18.1 J ' 011$ (SEE DETAIL) EX. GREEN AREA CONST. MIN. BERM EL. 18.1 1# \ \\ I (SEE DETAIL) OESB EX. GREEN AREA '` b a°b ' 0 dAESB +1' +ti°b + ---------- + --- "----------------------------------------------------------------------- ------------ __ R - L H ro°ab BLDG. #2 BLDG. #1 ' EX. 1 STORY EX. 1-STORY EX. ASPHALT METAL BLDG. METAL BLDG. ' b# EXCONC,.°g 15,000 S.F.G.F.A. ' 13,370 S,F. G.F.A. ! ti++ roy -: I F.F.E. = 21.07 N.A.V.D. 1988 F.F.E. = 21.08 N.A.V.D. 1988 _ - o I ......... _ _ _ - _ - EX. C.O. INV. EL. 19.72 2,375 S.F. EX, OFFICE AREA � Y w EX. ASPHALT SIGN qb EX. CONC. ♦@' FLUME (TYP) 5MH TOP E 19.59 "-.. I I N .EL. 1.59 i I m' {O-is I'--E 5MH Illl I T PEL. 19.59 I wi ; N NV. EL. 14.25 EX. GREEN AREA g i I♦q1 r ♦Q I� M� 4) EX TOB_�_ _= Ir - - - - I � m I i Io og IL ----- -------- 00 6♦1� o a s I I Z Z w� w l ♦y, a I II I .....�"_E OHE ri a.:... II I I w I Is III o °1 SAWCUT & MATCH EX. PAVT. EL. EX. ASPHriLT -------------------- _' _ __-____--+ ^ ♦1 e A Ate. ------------------------ --- ------------ ^----= I` - X X - 4'BWF r'FQ � II II I I I II 1b+ I II III +,10 i + b I Y - i --- - -__- a - -T- �J �r EX CONC +y°'` _____ __ I� L. a ,L. I I ,�°. I 17-d '•E�. LONG`'. ry°q ry°1 , a EX SHELLROCK °' •.. ., by � ♦q' � / __ _�-n-__ a___- _ x•- I •. ------ ------- L� 3 _. v°1* ' f°. OIJC EX -------- - ♦ EX, ASPHALT-r }bqe _- EX.ASPHALT --q° q0° iR00 ] 19 OQ J yo `0 ° lnll PROP1PAVT EX. TOE _---____0 ___--_ DRY DETENTION AREA SOT. EL. 15.5 (0.496 AC) 1 5 1030 AC TOB EL. 7. (. ) EX. TOO v a � I ♦ +♦1Q W LEGEND b EXISTING GRADE SPACING OR REQUIRED ROADWAY /PARKING AREA TESTS ELEVATION T/CURB ITEMS TO BE TESTED F.B.N. DENSITY L.B.R. THICKNESS 21.50 PROPOSED ELEVATION 21.00 (H.P. = HIGH POINT) B/CURB MAX.5 ACING MAX. SPACING MAX. SPACING MAX. 5PACINI LIN.FT. SQ,ffT, LIN.FT. 5 .FT. LIN.FT. S .FT. LIN.FT. S .F' �- RUNOFF FLOW DIRECTION COMPACTED OR STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 EXISTING WATER MAIN LIMEROCK BASE 300 10,000 300 30,000 SHELLROCK BASE 300 10,000 300 10,000 -.-.---.-i`rr-----'' EXISTING FORCE MAIN ASPHALT -PER INSP. PER INSP. - EXISTING EDGE OF PAVEMENT NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. 01 PROPOSED CATCH BASIN Op- PROPOSED CLEAN OUT NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT FROM N.A.V.D.'88 TO N.6.V.0.'29, ADD 1,48' TO THE NAND. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. NOTE: ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION SHALL HAVE SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION - B'. 20_00 19.00 hq ♦b °aO qbA do do a y + I ' I I I 11 I I ♦°° EX. GREEN AREA I l� EX: GIRT I �. '. ♦1�IF {„b^ KA6 EX. GREEN AREA II o No '^ il- Lf ♦1� 1 i I I r 'I I I I ' I I ♦1?♦1q 1 - }♦1G--_--- __ __ EX TOB- __ ' _-__-____.----------------'-:---___-__---_-__16.5-�__---._--__---.�_-_ I ------- yb' ♦yti I ° 15.5 ♦1ti T. ,61 I REMOVE + bq b EX. CONTROL STRUCTURE ♦ ____ ---------------i♦----_--- 15.9-___--__o ----_ ' TOP EL.17.S6 Ir-�____________________________________ b0 WEIR EL, 16.50 I I I+ '15.5 3"BLEEDERINV. EL 14.41 yJ 1bry ♦bL ----------------- _181 ---------------------------' 1-----_.------------------- - - ---------------------�+�_=�,. 181-------��- ____._______+__________ EI-- - 14.59 ?-__-- --___ _-____-__ ♦yg ICmr___ ° Ex.INv. REMOVE ♦b'� EX.TOE ------------------------- 4y---------------------- AIL ______-- --.LL_____________.-_--__-__- __-_��'__ �+.C_r E1.14.45 __-t_______________ -"_ EX TOE x a -------------------------------___________________________________ ^-_______o _______ - -____ - o �. y S 89°49 03" W 1368.32'(D) �� EX. 15"CMP REMOVE EX, TOB w♦ 5 8951'15" W 1368.27'(M)__-x------------- - - ___------- ---------------- _Y -� x x x x x x x X x x 4' 18.00 _F - , Z 17.00 MATCH EX. W GRADE EL. 17.8± I j 16.00 15_00 14.00 ♦j �CR055 SECTION 3 q +1 SCALE: V = 10' H 1'= 2'V UNPLATTED LANDS EX. EX. GRADE 6'± 6'± GRADE CONST.--, SOD SOD MIN. BERM EL. 18.1 MATCH EX. GRADE EL. 17.0± (TYP.) J I 1 L 4 4 - ----p EX. GRADE) (TYP.) MATCH EX. GRADE EL. 17.0± (TYP.) TYP. PERIMETER BERM DETAIL N.T.5 GENERAL CONSTRUCTION NOTES: � w w 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO U7 11j 11 L 1l Ip� I. o BIDDING WORK D SHALL TAKE OOMISSIONS, ,\` * a E �F'O, UNDERGROUND UTILITIES, OR OTHER INSTALLATION AFFECTING THE STALLATION OF PP • PAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTED 5 UILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES Z N OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF RECORD.t o O 2 N A07 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE = C W w p Z I-nt CITY, COUNTY, STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES, 4 Q*4' INCLUDING OSHA AND FDOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISE% AUTHORIZED BY THE ENGINEER IN WRITING. 3. LOCATION AND SIZES OF ALL EX, UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR I5 �Ift� 111I ,,.ti �. RESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF I*TIP ANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THE CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF N THE ENGINEER PRIOR TO COMMENCING WORK. Z N 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR J M WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TO W J m ro COMMENCING WORK. z z "W 0)r o 7. THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONS I-n t Q ON SITE DURING CONSTRUCTION. 7 J O N 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO BE BY THE ENGINEER z (� L f- Li 0) p v00F� r 2 PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED 00 F OF RECORD. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF z W UJ 0� Q RECORD ON ALL SUB GRADE AND BASE, TESTS SHALL BE PREPARED IN ACCORDANCE C9,1 0 N W WITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPE 0 > d J TRENCHING. v 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTING SWALES, ETC. . , UJ 0 V1 ~Q FROM HIS OPERATIONS, TO EXISTING PAVEMENT, F- Z 10. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF (� V J N 0 O_ E v ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY rddF- J CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL BE CORRECTED AT THE CONTRACTORS'S EXPENSE AND IN A TIMELY MANNER. W W 11. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, , COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 12. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING FACILITIES. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 46 HOURS PRIOR TO ANY 10L w REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR INSPECTIONS AND/OR TESTING. W s z 14. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY A LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL INSPECTION WITH THE ENGINEER OF RECORD. N_ � W i w 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS L NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY :. SURVEYOR WITHOUT DELAY BY TELEPHONE. w w 16. IF HARDPAN I5 ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE Q .. REMOVED AND REPLACED WITH A GRANULAR MATERIAL. 17, IF MUCK OR ANY OTHER UNSUITABLE MATERIAL IS ENCOUNTERED, THE MATERIAL m SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. 18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE 06 V� ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. Z % 19. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZED SCCMP INDICATES BITUMINOUS COATED CORRUGATED V ` CORRUGATED METAL PIPE. Z 0 METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP INDICATES J CORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE //�� Q n SYSTEMS, INC. (ADS). L� 20. MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH INDEX NO. 272. W r FDOT STANDARD W 21. COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY DENSITY. W (D 22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ' ^ z U rn U) ANY FLOODING OF PRIVATE PROPERTY. v 1 I I 23, ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS Z L.L AND ERODED MATERIALS DURING THE FINAL STAGES OF CONSTRUCTION. EXISTING BEFORE 24, ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR CONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, Q 6 0 w SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE ^ ENGINEER OF RECORD. L.L 25, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO REMOVING SAID TREES. 26, IF EXCAVATED FILL MATERIAL I5 REUSABLE, STOCKPILE EXCESS FOR USE IN ui LANDSCAPED AREAS. 27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED W WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER. Q 28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO ' a / /� 0 PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENT v VJ MARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND. Z LU 0 29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE 0 n/ LL TOP OF CURB OR SIDEWALK I5 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS W r FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. / 1 I-- Z f 30, ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI _ 0 �J('/1� UNLESS OTHERWISE NOTED. Z 3L ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILE Q U I STRENGTH OF 60,000 PSI UNLESS OTHERWISE NOTED, V Z J 32, ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER _ OF RECORD. R �_: 33. NO WATER OR SEWER SERVICE IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS RECEIVED FROM FDEP, IF APPLICABLE. C Gam( 34, MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FDOT �l "ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600", LATEST EDITIONS. 35, EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAYS, n > 3 36. ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE m w o WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS J 11 3 e u m o p 0 UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. W 0 a o = o N N o C1 U U - 37, BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY VELCON GROUP, INC. DRAWING NO. 17-060. ALL ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY. SHEET NO.: THESE PLANTS AND ALL PROPOS:D WMK ARE SUBJECT TO ANY CORRECTIONS RcOUIRED BY FIELD INSPECTORS TIiR I MAY BE NECESSARY IN ORDLR TO COMPL'V WITH ALL AP I- CABLE CODES. 4 SEFOREYOUD10 Lq{L TW (S)BV8/NEB9O4YS WRIT FOR SIZE SIZE MBEMNI(FO RF9FELTTREMRRNB ` 0108<fEIY 00 3 OF JOB No. : 17-060 ENG a D9 LLI 30 0 15 30 60 z �I ( IN FEET ---------------------------------------------_--- -----------T------- ---------------- ------- x� 1 inch = 30 ft. 1- r I EX. ASPHALT DRIVE EX. ASPHALT DRIVE W CC� I IC 110 EX. 12" CMP 1 1 l _-_____-__--__-_#�_______-___-_______ _-__-__�..-_-___-_-__ _- _-______-____________________________-______-____-_-_____i. 1� Qe _+ ti1� _____EX _ I EX. INV. EX TOR _ EX. INV. �-_7 EX. INV. 16.94 EX. 6'CLF p - I E . I8"_CMP __ EX. _ y'0 �_______________ I EX. 12" CMP _ EX. T_OE EX.INV. li x P;� -- --- ----- --- ---OHE ____ ___�-_____a_ EX, INV. EX INV. EX. TOE EX. 14.87 EX 14.89 0A 1 -`. '----- HE:_ - -OHE """"OHE - -----OHE -OHE -- OHE -.... 64E_OLiE iLAP "OHE ,1 CURB EX ----- pb EX. ASPHALTPARKINB p _______ .� +_________________.______ _________� r EX. TOB 10 x ______ „ _ _ �� x x x ""- 'g EX. xTOB \`� __________- _ ____ ______________________________________________ - - _� x x x x ■.ESB _ _____x ____-_-______x _ ________-___x __ _-___________________-_____-_-_--_______ A. T - - 1•_ -_ - -_ q -__________ _ _____________________________________ ___ _ -_ ___ _____________________________ ®E58 EX T_O__ x x b x x X x x x x _N ;*EX.INV. lyb C'a EX. INV. w- `z>EX y' EX..SWALE y�' EX. b'CLF yti o , - EX. SWALE v�4x EL. 16.07 +yb lyb ,.pT S 89°36'20" W 1369.00'(D) S 89°38'20" W 1369.16'(M) Ex. TOB I------------------e,�b+'-------------------_-_--_-___--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- + _ ---------- CONST. MIN. BERM EL. 18.1 blip CONST. MIN. BERM EL. 18.1 (SEE DETAIL) EX, GREEN AREA a (SEE DETAIL) L1J H J V CATCH BA5IN SCHEDULE BOX TYPE ELEVATION - FT. N.A.V.D. STRUCTURE PER F. D.O.T. NO, I TOP NORTH EAST SOUTH 1 WEST I WEIR IBLEEDER INDEX #232 COVER C.S.#1 1 18.60 - 14,50 li - 1 15.00 1 - 1 14.50 TYPE 'E' USF 6300 CONSTRUCTION FIELD OBSERVATIONS I. DRAINAGE A. LAYING OF PIPE (BEFORE BACKFILL) B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. D, SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. II. UTILITIES (PERMITS) A. PIPE LAYING IN RIGHTS -OF -WAYS. B. JACK AND BORING / DIRECTIONAL BORING. C. WET TAPS. D. ABOVE GROUND MANHOLE INSPECTIONS AND INSTALLATIONS. III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK, NON -BUILDING SLABS, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. IV. PAVEMENT A. LINE AND GRADE (CERTIFICATION). B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT) E. ASPHALT OR CONCRETE (WHILE PAVING 15 IN PROCESS). F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT. H. FINAL PROJECT OBSERVATION. _----:. EX T08 EX. SWALE - -- --------- � EX. TO@ I i 16 f' , I 1 1 20.00 PROJECT CERTIFICATION REQUIREMENTS 19.00 I. PAVEMENT TESTING A. FLORIDA BEARING VALUE (FBV) OR LIMEROCK BEARING RATIO (LBR) TEST RESULTS. B. COMPACTION TEST RESULTS. 18,00 C, BASE MATERIAL TEST RESULTS. K D, ASPHALT TEST RESULTS. Z \ II. WATER AND SEWER F�: 17.00 \� A, DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATION FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), L>LI \ IF APPLICABLE. w 16.00 B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. C, BACTERIOLOGICAL AND PRESSURE TESTING FOR WATER MAINS. D. VIDEO AND EXFILTRATION TESTING FOR GRAVITY SEWER MAINS, IF APPLICABLE. 15.00 E. PRESSURE TESTING FOR FORCE MAINS, IF APPLICABLE. F, UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. 114.00 III. CERTIFICATION AND RECORD DRAWINGS MATCH EX. A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR GRADE EL. 15.0± COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. NOTE: MITERED END SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX #272. NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. CR055 SECTION 1 ---------- �+ �y. SCALE: V = 10' H V= 2'V b0 ------------------------------------------------------------- TOP EL. 18.60 vya .- - - - - - - ---TOB----------- EX. EX. SWALE I_______ y4y1_____---- __ EX.,_ TOB x x 1b by bti ! I III v i CONST. MIN. BERM E.L. 18,1 JJJ j (SEE DETAIL) z I I I I W ' 1- I II II I I I 'll q C.5.#1 i I !�I Cl- Z (CONTROL STRUCTURE)' 'll TOP EL. 18 60 I , OVERFLOW EL. 16.10 I 3" BLEEDER INV. EL. 14.50 j l Is� bb + tin° E INV. EL. 14.D0 +1� �� W INV, EL. 15.00 / 1 '� ---------- A --T6T3----------------------------------�\ ', 'I PROP. 24 L.F.15" � I RCP @ 2.1% ------------- I� I 1ST--------------------------------- MES INV. x EL. 15.50 I D -----------1g.rs- - - - - - - - - - - - - - - - - - - - - - - PROP.6 L.F. 15" I ,' II j 0 'Bg MES INV. __________ 1e.I 1 RCP @0.8% A -__----r_---------------------------.:----Ex.rog.- -7BT---.._vim.- ; l EL. 14.00 ��.�----=----mc-='_.,_ b ______________________________________%* � EX. TOE EX. TOE 1 1 a+ _______________________ qo___EX, TOB� b 1 -X �b X X X X X- 4'BWF -K EX. TOB ____.__.. 4 ____________EX ---- SWALE bg _____ __.__ --------- - - _-.. - EX SWALE -- -- -----------EEX. --T------------------------------------------------- OB 18.00 EL.-18.10 17.00 GROUT 8" J (TYP,) U. g Q < 2.25' GROUT > 16.00 a w (TYP') z 15" RCP 3 INV. EL. 15.00 - O a0 I- 15" RCP I- 1- 15.00 Z. INV. EL. 14.50 CO 3"0 BLEEDER Z� EL. 14.50 w 14.00 EL. 14.00 -J L-U 2.25 e BOTTOM 13.00 EL. 13.00 12.00 SCALE: 1" = 3' H C.S. #1 CONTROL STRUCTURE TYPE 'E' BOX CROSS SECTION LOOKING NORTH C.S. #1 WEIR PLATE J � Cn o Q 0E..:.. a.. CAAAAAi' C Ii N W 4114iU J 0 9 J Z ®2 4a W+cP 11 111111 11 V N Z N N N 6L W J mM W z wlnr0 z Z _j JMON V F � C) p cn r _ 1 Z W0 �w� U W NQ D_ J� Z�� w o 0 w U U z� J O O S LL rwD_F_ Ld W w O re 06 THESE PMNS AND ALL PROPOSED WCrrM U) ARE SUBJECT TO ANY COfG9EC 1Z IONS UI Z REQUIRED BY FIELD INSPECTORS TI4Kf MAY BE NECGSSANY IN ORDZA TO Z Q 0 _ COMPLY V4 iTH ALL 0PLICABLE CGDES. Q a �-- N �WUW EX. EX. ♦� LL W GRADE 6'± 6'± GRADE CONST. SOD SOD Z U 2 MIN: BERM W U) EL. 18.1 Z MATCH EX. �/'� GRADE EL. 17.0± Q U) (TYP.) _ _ 064 4 EX. GRADE (TYP.) MATCH EX. GRADE EL. 17.0± (TYP.) TYP. PERIMETER BERM DETAIL N.T.5 OVERFLOW EL. 18.10 20.00 EX. GRADE 6'± 6'± 5.6'± 4.5'± 40± SOD SOD 19.00 CONST. MIN. BERM EL. 18.1 18,00 MATCH EX. EX. GRADE GRADE EL. 16.7± �(TYP,) (TYP.) I t- do > 17.00 4j 1 L I � 4 4 3" 0 BLEEDER EL. 14.50 Z O - - - - - i 1 S/BAFFLE EL. 14.00 LW 16•00 EX. GRADE \, ' W(TYP.) 11 B/WEIR PLATE EL. 13.00 15•00 MATCH EX. \3 GRADE EL. 16.7± , i (TYP.) �\ i 14.00 13.00 EX. GRADE (TYP.) W LU LL Q C) ZWO LL 0� Z�C) U�w Z_j J W EX, SWALE u BOT. EL. 13.4± n m o CR055 SECTION M m m d o I� II Z rc m 1" U = 10. 0 ° Q � V= 2' V N C] 0 U U SHEET NO.: 1 BEFORE YODUIG CAIt iN'O (1,BUS,NEBB MYB WAIT FOfl iNE&iE TO BE ANRNEO REBPECTTIlE M9HM$ O/O6lFELY ' OF JOB No. 17-060 ENG I LL x I 1 \ w X. INV. EL. 17.78 ---------------------- a I o `er"' f-" II. ' W. III X LL LL , E%. ASPHALT DRIVE I II w __. I w II_______________________________-______-_________-_-___--_-________ ___-__-______-_____-_____. -_-- ----- - ----------------- --- -------------- TOE EX. IP ______________________________________________________________________________-____ EX. _15 I . EL.17.89 ' TOE _ ___ .. .. .. ... .- Ilil ` , T -ONE ' OHE ' �, OHE ' OHE �- ""'OHE ""' ONE ---OHE "ONE - """'OHE -'-- -OHE -"' -OHE-�""-OHE ___ I ONE fg i ON TOB I IJAN I I I iI I � I I I EX. GREEN AREA III O„F` o Z W EX: WELL Q I z I.u7 s I Z ICV I _ li-EX. NMHj T TOPE '2026 E IN . 14.13 6 PVC O NE V.1412 6 PVC L, O 13 �mj W V. 14.03, 1,. I z 14: N I41 I CONST.I v� 12 x6" WET TAP I I o _ ,E I 6" R.S.G.V. $ BOX Vry 10L.F.6'DRI8PVC __ �_�.>�. i .�____ __________ WATER SERVICE _ 1 III EX, 3I4"W.M. 18" MIN. UNDER �Ld A RPz EX. 4" FORCE MAIN FIRE HYDRANT I z tiT, I v ii X TO BE RELOCATED w INTO THE R-O-W to xX �ii a w II X LL II I ;y II I Y' II II EX. IN � ELI 18. 0 I ( w I I I w I w I I I I I I EN SIGN I m I Im IW I ,j N I ml I x I Olx ,-E SMH I a I FIL. T PEL. 19.59 INV. EL. 14.25 EX. GREEN AREA I I y I I I I o� I � I Iw mm I z 33 I � z 3 i £� Li N N a t" I I I p I J� O p loo I V z z 11 I=i I W my 11 y I y w w � x LL I x I LL O" �i , T-41F OHE / I, I EX INV. EX 15.46 EX. ASPHALT DRIVE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. EX. ASPHALT DRIVE _______ _________ ______________ --------- {{____ ________ ______-__ ________ _______ II hi EX. INV. I II ISG EX. 15.26 EX._INV. _ _ EX. INV. EX ______________________-__________________________-________________-______________________ _ y Ex yi-t- r,{_______________________________-___________________ EX 18.19 ) y- -- ---- (_ EX. 14.80 _________________________-___ Cr_t__________r.{_________________________________________________________ - II I EX --OHE - OHE -- OHE OHE -""" OHE OHE OHE -^ OHE------'--- OHE ONE__ __�- j-®HEc_____ ONE -_-_-' '-'OHE OHE - OHE-"""-"""OHE ------------------------------------- 5 89038'20" W 1369.16'(M) O EX. EX. GREEN AREA ESE \ EX. GREEN AREA O NESB .____________________--------------------------------------------------------------------- ,{_-_-___ 9 I I __ 9 - ` :6 •� PROP. 1-STORY 1• °? �'. ' BLDG. #2 METAL BLDG. EXPANSION BLDG. #1 EX. i-STORY ."' ---------s .,;d Ex. ASPHALT EX. 1 STORY GROSS FLOOR AREA = 10,000 S.F. METAL BLDG. I . '.. "I METAL BLDG. F.F.E. = 21.07 N.A.V.D. 1988 'ex c©Nc 13,370 S.F. G.F.A. j {+/ 15,000 S.F. G.F.A.F.F.E. F.F.E. = 21.08 N.A.V.D.1988 J = 21.07 N A.V.D. 1988 _ -EX. C.O. EXa CQNC ! o Ly a •'< "` A L_J INV. EL. 19.72 ' •EX CONC e ' 2,375 S.F. "r ', - 'I EX. OFFICE AREA I ----."'_'_-__`-LL___ ,••.� + I IF EA GONG --------------------- ------------L ---- --- II ___ __ EX SHELLROCK " ' < ,. ., FxX,CONC------------------------------------- e.• / \ ,..r , .r I I I I - I EX,ASPHALT EX. CONC, FLUME (TYP.) Y 4' BWF 1 I I I I I I JII I I X I w � I I x li w'I mi I I o of li � li wli I ILL I I , I GENERAL UTILITY CONSTRUCTION NOTES: 1.) LOCATION OF UTILITIES AND SERVICE POINTS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION, SIZE, AND DEPTH OF ALL EXI57TNG UTILITIES. 2,) WATER MAIN PRESSURE TESTING: 150 PSI. 3.) HYDROSTATIC TESTS CONSISTING OF PRESSURES TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH AWWA C-600 OR M-23 AS APPLICABLE. 4.) DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH A W WA C-651, DISINFECTING WATER MAINS. 5.) ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF FPUA. 6.) FOR ITEMS NOT ADDRESSED IN FPUA SPECIFICATIONS, FOLLOW FDOT STANDARD SPECIFICATIONS, LATEST EDITION. 7.) BACKFLOW PREVENTER SHALL BE REDUCED PRESSURE ZONE UNIT IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION AND FPUA STANDARDS. 8.) SLOPES FOR FOR 6" SEWER SERVICES TO BE MINIMUM 1 %, UNLE55 OTHERWISE SHOWN ON PLAN. 9.) SPACE CLEANOUTS NOT MORE THAN 75' APART. 10.) CONSTRUCTION CLEANOUT5 AT EACH BUILDING WASTE LINE 2' OUTSIDE BUILDING WALL AND COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING PLANS. 11.) POTHOLE TO VERIFY ELEVATION OF EXISTING SEWER, 12.) SEE GENERAL CONSTRUCTION NOTES ON SHEET 3 FOR ADDITIONAL SPECIFICATIONS. X EX.ASPHALT EX. TOD EX ASPHALT I EX. ASPHALT 1 Q EX. GREEN AREA x EX.GREEN AREA EX, CONTROL STRUCTURE TOP EL. 17.56 WEIR EL. 16.50 3" BLEEDER INV. EL. 14.41 E INV. EL. 14.59 ---------------------------------- EX INV. 34.45____________________._____ EX. 15" CMP /.________________________________ x- - --x x x x x ________________________E%. TOB------------- EX, TOE____________________ EX. TOE____________ 0 EX. TOO S 89 511'15" W 1368.27'(M) --- x UNPLATTED LANDS ------------------------------------------------------------------ ._________.-_____________________________________________________________________________________________ x -x X x x x x x x 4' BWF LE6END ry`h EXISTING GRADE ---- en ----- EXISTING FORCE MAIN + ELEVATION T/CURB EXISTING EDGE OF 21.50 PROPOSED ELEVATION -------- PAVEMENT ) `l EXISTING LIGHT POLE 21.00 (H.P. =NIGH POINT) B/CURB �- RUNOFF FLOW DIRECTION ILO] PROPOSED CATCH BASIN O PIPE INTERFERENCE O PROPOSED CLEAN OUT POINTS PROPOSED ASPHALT -wN - EXISTING WATER MAIN ,''I'Il PAVEMENT THESE PLANS AND ALL PROPOS=D MaK ARE SUBJECT TO ANY CORREC'IOPIS REQUIRED BY FIELD INSPECTORS TIIAT NIAY BE NECtrSSAnY IN ORDE!9 TO COfell PLY WITH ALL APPLICABLE COVES. VOTE: FORT PIERCE UTILITY AUTHORITIES' MINIMUM DESIGN AND =5TRUCTION STANDARDS (LATEST EDITION), ARE TO BE ADHERED TO AND WILL BE ENFORCED TO AT LEAST THESE MINIMUM STANDARDS. r ...�/I.aw k „ 6EF0REY0UGIG WAIT FOR 1NE SI:ETO6EM9RKE0 RFSGECTTHE MAPKS OlO 59FE[Y ' W Ljj H Q � 11113uun11�� N CW ��J Z i t ¢ z PV * P, 1111111% Z N N N J > Lu J m W Z z LiJ 0 O Z Z � NO < J �� N _j 0 n r= Z W W F �NQ W > 0 U- Z LL. -U r L O F 0 D NW W Q U w Z N�00 OO2 L, J 06�ad� W\ W / U zo 0a V W O I LLJ I W W Q z W o LL 0 r. Z o UC)� N� Z -1 LL H W U) 0 W.M m�W�ra ,- w Q3 0 U Q O K 2 00 N C] O U U SHEET NO.: 5 OF JOS No. 17-060 ENG 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE MAINS WHERESg(WCf SHALL CONFORM TO AWWA C-900 OR C-905, PRESAWWASURE C-901 OR C 5906, SDR TANDARD CODE DESIGNATION PE3408F1ED PIPESCLASS 20 , DIMENSION RATIO (DR) CONFORMSHALL 17 TO FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING, AND (OR) 9 FOR 2 INCH AND SMALLER PIPELINES. J. AND �N. WHERE PRESSURE AS CLA250 (MINIMUM)-N PIPE , SHALL CONFORM TO ANSI/AWWA C151/A2141 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE /N COLOR WITH BLUE STRIPES. THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE AND THHN WIRE. 5. FITTNCS SHALL BE DUCTILE IRON CONFORMING TO NSII/AWWA C-110/A21J0, CLASS 250 MIN., CEMENT LINED AND FACTORY COATED 6. DATE VALVES HALL BE MUEUER RESILIENT SEAT, KENNOY KEN -SEAL, AMERICN OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509. 7. WATER LINES SHALL BE BICKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY, COUNTY, FOOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL. OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 8. NO FIELD CHANGES OR DEM77ONS FROM THE DESIGN SHALL BE U40E WITHOUT PRIOR APPROVAL OF THE FPUA ENGINEER AND C/7Y/COUNTY/FDOT ENGINEER. 9, THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CRY/COUNTY/FDOT ENOWEERNG 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10. A PRE-CONSRUCTON CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION, N ACCORDANCE WITH THE FLORIDA DEPARTMENT OF 11. TRAFFIC CONTROL, BARRICADES ETC., SHALL BE I OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. 12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTLITES ENGINEER AND CITY/ COUNTY/FDOT ENGINEER, PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON OR IN PVC CASING 13. DISTURBED AREAS SFWLL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 14. EXISTING UTILITIES ND DRAINAGE SHALL BE HELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR, 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES CONTINUED 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTLITIES AND DRAINAGE. 17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING LOCATIONS OF VALVES FITTINGS, SERVICE CONNECTIONS, BLOWOFFS AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED BY THE UTLITES ENGINEER. 18. RE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON RE TAPPING VALVE AND SLEEVE. 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE IN COLOR) AND IDENTFOATON TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTLITES AUTHORITY SPECIFICATIONS. 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LANE CONTRACTOR SHALL PLACE A BRASS PLUG IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED /N ACCORDANCE WITH MANUFACTURER'S OR ENGINEERS RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT) AND FPUA REQUIREMENTS. 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 HR MINIMUM TEST �� Z +I21I2 L= 148,000 L- LEAKAGE IN OPH S- LENGTH OF PIPE IN FEET 0- PIPE DIAMETER /N INCHES P- TESTING PRESSURE IN PSI 23. PRIOR TO ANY TESTING, ALL MAINS 6"' IN DAL AND LARGER SHALL HAVE A SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE SWAB SHOULD BE PLACED IN 1st. JOINT OF NEW LINE. END OF MAIN SHOULD BE "TURNED UP" AT 45X AND EXTENDED SO THAT SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSy CAN THEN BE PLACED. WILL BE PLACED IN BRANCH LINES WHERE LINES BRANCH, SWABS NES AND EQUENTIALLY SWABBED AND FLUSHED. 24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE "41INTAINED BETWEEN THE WATER MAN AND ANY WASTEWATER LANES. 6 INCHES MINIMUM VERTICAL SEPARATION IF WATER MAN is OVER WASTEWATER AND 12 INCHES IF WATER MAN IS UNDER SHALL BE MAINTAINED BETWEEN THE WATER MAN AND ANY WASTWATER LANES THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING, AND THE WATER MAN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF f0 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 25. VERTICAL CLATER EARANCE B/ETWTo BE EEN PIPES SHALL SHALL BEBELOW CONS CONSTRUCTED STORM OF DIPPIPE, AT THEMINIMUM RO SING AND SHALL BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES 1. ALL CONSRUCTON 94TERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. Z GRAVITY SEWER MAN SHALL BE POLYVINYL CHLORIDE SDR-26, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH SEWER" MARKED ON TAPE AND SHALL CONFORM TO ASTM D-JO34. 3, THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATON. 4. WASTEWATER LINES SHALL BE a4CKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5. A 1X MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISTING OF PIPE SIZES, LOCATION OF SERVICE TEE WYES DIAMETER OF SERVICES LOCATION OF ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. B. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAIN. SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT RE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 9. A PRE-CONSRUCTON CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY COUN7Y/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 10. NO FIELD CHANGES OR DEVATONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CITY/COUNTT'/FDOT ENGINEER. 11. TRAFFIC CONTROL BARRICADES, ETC. SH41.L BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS, 12, CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMMMENCING CONSRUCTON, 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CLASS 150, DR-18, 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR. 15. FITTINGS SHALL BE DUCTILE IRON, CONFORMING TO ANSI/AWWA C-1 IPIA21. 10 CLASS 250 MIN, AND INTERIOR EPDXY COATED, 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAN WITH LOCATOR TAPE MARKED SEWER" ON TAPE IN ACCORDANCE WITH FPVA SPECIRCATONS, 17. MINIMUM COVER SHALL BE 38 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE UTLITES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. IS EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY JM CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS, STANDARD SEPARATION STATEMENT FOR WATER / SEWER CONFLICTS I. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MANS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE UPPER E AND THE IS BELOW. CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPARATION WHEN THE WATER WHERE SANITARY SEWER, FORCE MANS, STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES VERTICAL SEPARATION. BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) CENTERED ON THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. AU CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POWr OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES SHALL BE ARRANGED SO THAT ALL WATER MAN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART 111 OF CHAPTER 62-610, FA.C., AND AT LEAST SIX FEET FROM ALL JOINT$ IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610, FA.C, WHERE A NEW PIPE CONFLICTS WITH N EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 2. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN Af0_ TYPE OF STORM SEWER AND WATER MAN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 3-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN VACUUM TYPE SANITARY SEWER AND WATER MAN W PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSTTE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 6-FDOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND WATER MAW IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE THE MINIMUM3HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF RE SEWER IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAN MUST BE LAID /N A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN AVERTICAL DISTANCE OF B INCHES /N PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SWILL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. CFIN ED GRA E2 xMP/P DEPTH UM TRENCH WIDTH PUCE AND COMPACT p2 Z i PER SPECIFICATION <Q� W § PIPE O.D. + 24 IN. MAX WIDTH MAX. INVERT 1/2 PIPE "O.D." i HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) INITIAL BACKFILL SHAI.L BE HAND .PLACED TO 12' ABOVE THE PIPE BACKFXL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY A4SHTO METHOD T-99. � J[aa�t�[I►�H:�z�m�nal�raLve. 1) IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2) BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3) HAUNCH/NG MATERIAL SHALL BE HAND PLACED TO THE SPRNGL/NE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12' ABOVE THE TOP OF PIPE THE SOIL SHALL BE COMPACTED TO 100X MAX. DENSITY,(AASHTO T-99) 5) BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY AS PER AASHTO T-99, TO A POINT 30' BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE THE FINAL 30' OF BACKFILL SHALL BE COMPACTED TO 98X OF MAX. DENSITY AS PER AASHTO T-180. 6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE. 7) CONTRACTOR TO COMPLY WITH ALL FEDERAL STATE AND LOCAL TRENCH SAFER' REGULATIONS. WSTALL R.P.M. BESIDE 5 I/4' LOCKABLE VALVE BOX ID & O FOP. '4' SQUARE PAD X 4' THICK 24 x24' SQUARE PAD X 8" THICK LETTERING 'WATER" OR 'SEWER' ON COVCit ETE COLLAR IN UNPAVED CONCRETE COLLAR W/ 4 14 7Yt£R/UNION PART W/REINFORCED CONCRETE REBAR 3" FROM EDGE OF PAD CONC. PAD 24" SQUARE 112T-147570 x 4" THICK /N UNPAVED AREAS W/REINFORCED FINIHED GRADE LARE4S 6' PAC-900 PIPE CONCRETE MESH VALVE OPERATOR SHALL 6" MJ GATE VALVE ADJUSTABLE 3___ BE NO LONGER THAN ANCHOR TEE NON -RISING STEM VALVE BOX & RISER g h 24' EXTENSION VARIES F NECESSARY (I ) '� THHN AL40NE77C WIRE GATE VALVE 4 1/2' PUMPER NOZZLE APPROVED TRAFFIC TYPE HYDRANT FACING ACCESS WITH 5 1/4' OR 6" VALVE OPENING R/W AND (2) 2 1/2" - - - HOSE NOZZLES INSTALL R.P.M. 6' PAST- GROUND OR PAVEMENT Y4" NEOPRENE RUBBER AROUND HYDRANT O THE VALVE BOX WITH SURFACE SET BURY LINE TO THE TRAFFIC FLOW MECHANICAL JOINT RESTRAINTS (IMP.) BLUE R.P.M. FINISHED GRADE TILER/UNION PART VALVE BOX (SEE DETAIL) 112T-147510 g j RESILIENT SEAT 6' GATE VALVE SEE NOTE 12 TRACE WIRE - z,_'=�" NON -RISING STEM o t ONOUfI. UNDISTURBED _ 6' C-900 P.V,C, PIP UNDISTU B ,r " "w SOIL i 1 CY OF PEA ROCK (MIN) SOIL • �� 1 6' MJ ANCHOR TEE NOTES: NOTES: 1. BLUE REFLEC77VE PAVEMENT MARKER (RPM) FOR WATER VALVES �I ".. ��' = "--- - rp- -;` 1. HYDRANT SHALL BE INSTALLED PLUMB & RUE. 2. HYDRANT SHALL BE PAINTED CARNIVAL RED 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED. 8, BLUE LOCATOR SHALL BE PLACED IN CENTER OF RAVEL LANE CLOSEST TO HYDRANT. VALVES AND GREEN RPM FOR WASTEWATER PAVEMENT EDGE, FROM FACTORY. J. HEEL TO REST /N UNDISTURBED SOIL. 9. ALL HYDRANT VALVE BOX COVERS SHALL BE PAINTED 2. FOR WATER AND WASTEWATER VALVES INSTALLED /N PAVED INSTALL R.P.M. ON THE PAD OF 5 Yi LOCKABLE 4. THE ONLY HYDRANTS ACCEPTABLE ARE: KENNEDY GUARDIAN, MUELLER CENTURION, CARNIVAL RED, 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT AREAS ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC WIRE IN 1/2' PVC INSIDE THE VALVE BOX FARE INCHES VALVE BOX LID & O E.O.P. & AMERICN AUK, CLOW OR APPROVED EQUAL. S. HYDRANT ASSEMBLY MUST BE RESTRAINED ISOLATION VALVE 11. HYDRANTS SHALL BE NO MORE THAN FIFTEEN FEET BELOW GRADE. VALVE MARKER INFO: TO TEE JOINT (15 FT) FROM THE CURB OF ROADWAYS OR FROM THE EDGE PAVEMENT. CLEARANCES OF SEVEN AND ONE 3. DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX IS NOT SIZE TYPE OF VALVE -6. ALL FITTINGS SHALL BE MECHANICAL OF HALF FEET (7FT-61N.) IN FRONY OF AND TO THE SIDES MANUFACTURED FOR THAT DEPTH. NO PVC RISERS UTILITY TYPE OF THE FIRE HYDRANTS, WITH FOUR FOOT (4 FT.) SHALL USED ANY CIRCUMSTANCES, 1 OF TURNS CLEARANCE TO THE REAR OF HYDRANTS SHALL BE TYPICAL GATE VALVE & LOCKABLE VALVE BOX DETAIL TYPICAL FIRE HYDRANT ASSEMBLY N.T.S. (N. T.S.) TYPICAL GATE VALVE & ee-R q PIS TYPICAL FIRE HYDRANT ASSEMBLY W-5 *0 /• IE I: L " • IE MER/UNION FINISH GRADE 112T-147510 CONTINUOUS 110 THHN MULTI STRAND TRACE WIRE HALF HITCH ON -� HALF HITCH EACH SIDE BEHIND EACH BELL FINISH GRADE E/ METERS TO E BY F.P.U. T-�THHNOLT STRAND CONDUCTOR COPPER \ TRACE WIRE BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS NOTES. 7 r7 I 1) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER AND SHOWN IN STANDARD DETAILS. 2) INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. TRACE W/RF (NT.S.) TRACE WIRE DETAIL A � A n M-1 1 FT. PIERCE U77LMES AUTHORITY FT. PIERCE UTUTIES AUTHORITY THESE PLANS AND ALL PROPOSED WOR#C ARE SUHJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THK P1IAY BE NECESSARY IN ORDa TO COF,,PLYY IVITH ALL APPLlCABLE COVES. NOTE; FORT PIERCE UTILITY AUTHORITIES' MINIMUM DESIGN AND CONSTRUCTION STANDARDS (LATEST EDITION), ARE TO BE ADHERED TO AND WILL BE ENFORCED TO AT LEAST THESE MINIMUM STANDARDS. 1 I F 1 BEFORE YOU DIG WLL N✓O (Tl 9USINE56O/Y6 WFlTFR ME6IT£M M1RttEO FFSfECTMEMRRN9 OM S9FELY J L`i W a V '// ``,11111111111/1/ 't'' NX ; .............._.......... cl ," FI N Z N W �- (A J O< 'tea Z f(a NJ N Z N N N W JmM W~ � •^.. w m z " Z V Z u r- -1 0 N rn V - JI0 I—LwrnO cn r z z Wcr��Q Lj W \ / N aJ�W Z�� o 0 ��za UWW U U)Nx0v O O= Li J ��aaF_ OfW W O V) Z 0 0 1 W W Q U U o Z W 0 M LL O LL Z j o ULy ZD r-r'_D yo F W5 L Q u ❑ r m 3 Z Z Z W W K o K y [C � VI w 0 3 w a o a a o � n lU O ❑ U U SHEET NO.: 6 OF JJOB No. 17-060 ENG • I I I B c 33 e i E C EX. �- pit i I I I Ij� I i QI�pp �e Iry Inc (I i c i a 4 1 I e tY�AI � INv.EMEI IN m III I � r=: I � 1 1 E%.6AFFN AAFA 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. FX AyNALt ECYE --- .ce SLOG,#1 ex.I-STORY METALSLOG. REMAIN 13,370 FFE = 2108 NA.". 1988 TO REMAIN IIii!! EX CPRQ AZA ?�10 TO REMAIN"' E%.EREENAREA LEGEND EXISTING WATER MAIN EXISTING FORCE MAIN — —�— EXISTING EDGE OF PAVEMENT TO REMAIN EXISTING EDGE OF PAVEMENT TO BE REMOVED CONCRETE TO BE REMOVED T EXISTING LIGHT POLE TO BE REMOVED Fl VME Irn.l A6INALT TO REMAIN %M�ELLRa% 0 REMAIN EX A.T TO REMAIN EX. A...T. E%. AYN.4T10OOE0 •••.""O�La Wq -OHE—we—pe.._. aNe.�OM—•.----OXE qrt Ex. iOF 9�•Ek�S•yy 0B I gE56x en.rwne ��.pR NE —�r� ...... ONe.�pE—o�-----oce qE +.WFt_ % x % X. - � F % E%. SWALP % _ _ __ "_ _ .._. - __-_ _ 509°36'2P'W136900 Ex.P0.F 8 (D) 89 36 20" W 1369.0 (D) --- - - - --- 5 09.38 20" W 136916' (M) S 09°30'20" W 1369.16 (M) E%K,EE�AREA EM6RFENAREA �, ___ RE56 E%. I.E. APEA y gFE6 -. I- SILT FENCE BARRIER IN -+ ACCORDANCE WITH THE ,• Ex.l sTozv ] _ _.. FLORIDA SEDIMENT & EROSION TO REMAIN do AMR, _ _--CONTROL MANUAL • k' REA SLOG #2 E,e BNc TO REMAIN 16p00 S.F a%A. ;- _w _-- -- SEE DETAIL THIS SHEET) BpLLD2N6 '" TO RM�zr oT N A v.D 1988 p! - (TYP.) FX OAP.T TO REMAIN SILT FENCE BARRIER IN ACCORDANCE WITH THE FLORIDA SEDIMENT & EROSION CONTROL MANOXCNAI (SEE DETAIL THIS SHEET) (TYP.) ; j NOTE: EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTIES AND WATERWAYS. STREET SWEEPING SHALL BE PERFORMED ANYTIME SEDIMENT HAS BEEN TRACKED ONTO THE ADJACENT ROADWAYS FROM THE SITE OR THE SITE DRIVEWAYS. SHOULD DUST BECOME AN ISSUE, ALL UNSTABILIZED AREAS SHALL BE WETTED DOWN SUFFICIENTLY IN ORDER TO PREVENT DUST. SILT FENCE SHALL BE IN PLACE PRIOR TO CLEARING PROJECT AREA: 435,602 S.F. (10.00 AC) AREA TO BE DISTURBED: 84,211 S.F. (1,93 AC) REMOVE DO 1G .R .11OJ. A WEIDEL10'A T LLEEOERLIV A. N.11 E LJV FE.IAN. 9' BWE UNPLATTED LANDS E%.SWALE I � Q `AA�513uum(�� o` i� ''•, .E�*ate e..................... y� ` `0 0 2 w EN°D0 9 J- Z 7- SILT FENCE BARRIER IN - Lu ACCORDANCE WITH THE FLORIDA SEDIMENT & EROSION CONTROL MANUAL (SEE DETAIL THIS SHEET) j (TYP.) EX E 1. TOO • E%. TCfi 1'BW9 EX. iOE_ E%SWK6 THU14 PL1'Ai*N5 AND ALL t ROKSM WORK ARE SUBJFrT TO ANY COMIEC'1I003 REQUIRED BY RIELD INSPECTORS THAT MIAY BE NECES&A'MY IN Oi DZF, TO =41"LY 411I 1 H ALL 0:'I KCAOLE CME31 W*P nnn3 V N Z N N N J > W J m� W rrIn� z w�ro Z0 7 ��~ J _JO N — L_ LL Of I—LrnO n I-,S z W �LLJ U�D W \ NQ a- J z / r L O 0 D�wW Q U Z N Q� O U J wx OOS r n. a_ � W W W U U7 ZO 0d U U W p i Ld 1 Z 0 Z0Q Ry I �WJ z°60 QZry WuJz �20 UpU wrn 0 W W Q U c o Z W 0 LL 0ryr- Z�C) Lu —Z� ry W U) I m o m p d w 3 u 00 U ¢ Of x OQ n SHEET NO.: 7 OF JOB No. 17-060 ENG GENERAL NOTES EROSION CONTROL Section VII (SWPPP Narrative) 1.0 SITE DESCRIPTION 1.a Nature of Construction Activities Construction activities consist of the construction of a manufacturing building addition and additional paved parking and a dry detention area expansion that will serve the existing developed project site in St. Lucie County, Florida. 1.b Sequence of Major Soil Disturbing Activities The following sequence 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, filling of the existing lake, and excavation of the dry detention area. 3. Storm sewer construction; all storm sewer shall be constructed in the upstream direction. 4. Water & wastewater utility construction. 5. Earthwork associated with roadway, curb, subgrade, base and pavement. 6. Final seed and mulch and landscaping and sodding of the unpaved project area as called for in plans. 1.c Area Estimates Total site area: 10.00 acres Total Area to be Disturbed: 0.29 acres Ld Runoff Data Runoff Coefficients: Before: 0.81 During: 0,30-0.81 After: 0.81 Soils Data: The soils are silty fine sand to clean sands. The small sand particle size will make the potential for erosion high. Drainage Areas for Each Outfall: Le 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 Paving and Drainage Plan. Approximate Slopes: The slopes of the site can be seen on the Grading and Drainage plan and cross sections. Areas of Soil Disturbance: The areas to be disturbed are indicated on the plan. Any areas where permanent features are shown to be constructed above or below ground will be disturbed. Areas not to be disturbed: Those areas shown outside of the limits of the silt fence will not be disturbed. Locations of Controls: The erosion control devices and locations are shown on the Sediment & Erosion Control Plan. Areas to be stabilized: Temporary stabilization practices are also shown on the plans, if applicable. Areas of permanent stabilization are shown on the Paving and Drainage Plan. Surface Water: Surface water discharge is shown on the Paving and Drainage Plan. The surface waters of the project will discharge to the dry detention area on the south side of the site with a controlled discharge to the existing onsite swale that runs east along the south property line and turns north and runs along the east property line. 1.f Receiving Waters The existing Swale continues north and outfalls into NSLRWCD Canal No. 44. The canal directs flows to the east, through the NSLRWCD Canal System, to the Indian River. 2.0 CONTROLS 2.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 twelve months. Install stabilized construction entrances at all common areas where construction vehicles will be entering and exiting the construction site. The driveways shall be constructed per the Florida Sediment and Erosion Control Manual Install silt fences, Type III, around all ditch bottom inlets on the project, and the project perimeter. Filter cloth under the grates on catch basins may be used in lieu of a silt fence. Install staked turbidity barriers at the locations as indicated in the Paving and Drainage Plan (discharge points). 2.o.1 Stabilized Practices Temporary: Seed and mulch, and sod in accordance with Specification Section 104. Permanent: All stabilization practices shall be initiated 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 the construction activity in that portion of the site has temporarily ceased. The contractor is also responsible for documenting this portion of the SWPPP. 2.a.2 Structural Practices Temporary: Silt fence in accordance with the Florida Sediment and Erosion Control Manual. Staked turbidity barrier in accordance with the Florida Sediment and Erosion Control Manual. Soil tracking prevention device in accordance with the Florida Sediment and Erosion Control Manual. A stabilized construction entrance to be constructed per the Florida Sediment and Erosion Control Manual. All sediment controls shall be in place prior to any soil disturbing activity upstream of the control. 2.b Stormwater Management Stormwater will be conveyed in storm sewer system, cross details, and swales to Stormwater retention/detention ponds. 2.c Other Controls 2.c.1 Waste Disposal The contractor is solely responsible for documenting this portion of the SWPPP. 2.c.2 Off -Site Vehicle Tracking The contractor is responsible for documenting this portion of the SWPPP. 2.c.3 State and Local Regulations (Waste, Sanitary, and Septic) The contractor is solely responsible form documenting this portion of the SWPPP. 2.d State and Local Plans This project qualifies for an 'No Notice General Permit' from the South Florida Water Management District (SFWMD). 3. MAINTENANCE ITEM MAINTENANCE POSED REPLACEMENT INTERVAL Silt Fence In accordance with specification 6 Months Section 104. Ponds Remove sediment when it becomes As Required 6" deep. Straw Bales Remove sediment when it reaches 3 Months 112 height of bales. The contractor shall maintain rain gauges on -site and record daily rainfall. The contractor is also responsible for documenting this portion of the SWPPP in the Section 104 Erosion Control Plan. 4. 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 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. 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. 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. 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," AViny Sheathed EAW $Feel Cable (9800 Lba. Breaking 5(h®hgth) Wiih Galvanized Connectors Tt3ol Free Disconnect) Closed Cell Solid Plastic Foam Slotted PVC Connector Pipe Flotation (8' DIa. Equlv.) (12 Lba. (Metal Collar Reinforced) Closed Cell Solid Plastig Foam Per Ft. Buoyancy) Flotation (B" Dia. Equity) (17 lbs. Per Ft. Buoyant I!"Polypro Rope GB Oz. N on Reinforced on Reinforced SHOO Ib. Breakln ti 18 Oz. N Strength) PVC Fabric (300 psi Teet Stress Plate PVC Fabric (300 psi S"Galvanized Chain Test) With Lacing Gramme( 4"Galvanized Cho TYPE �^' D� m5' Std. (Single Panel For Depths 5' or Less). TYPE ^' o Oz=5' Std. (Add' Panel For Depths 5'). o Curtain To Reach Bottom Up To Depths Of 10 Feet. Two 2) Panels To Be Used For Depths Greater Than 10 F4set Unless Special Depth Curtains Specifically Called For In The Plane Or As Determined By The Engineer. GENERAL NOTES NOTICE: COMPONENTS OF TYPES - AND -- MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS, ANY INFRINGEMENT ON THE PROPRIETARY 1. Floating turbidity barriers ore to be paid for under the RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF contract unit price for Floating Turbidity Barrier, LIF THE USER, SUBSTITUTIONS FOR TYPES ^ AND -- SHALL BE AS APPROVED BY THE ENGINEER. Past (Options: 2" x 4" Or 2 unit k price rfoi�'StakerdieTurbare to itlity Bar, ieraid Ffor under the contract FLOATING TURBIDITY BARRIERS 24'MIn. Dia. Wood; Steel 1.33 Lba/Ft. Min.) 10 Oz. Nylon Reinforced PVC Fabric (300 pet Test) 0 proposed Toe Of Slope o V tt II Existing aft Causeway \ � � w Shore Line ^y1a STAKED TURBIDITY BARRIER t'N`aoy 10 4 T,fpShore Li ne ine Limits Of Conat. • Limits Of Cons . Shore Line LEGEND Current Pile Locations Structure Alignment Turbidity ® Dredge Or Fill Area Barriers • • • • NOTE: a Mooring Buoy w/Anchor Turbidity barriers for flowing streams and tidal creeks may be either floating, Anchor or staked types or any combinallons of types that will suit site conditions and NOTES: meet erosion control and water quality requirements. The barrier type(s) wlil Barrier Movement Due 1. Turbidity barriers are to be used In all permanent bodies of water be at the Contractors option unless otherwise specified in the plans, however O To Current Action regardless of water depth. payment will be under the pay Item(s) established in the plans for Floating 2. Number and spacing of anchorsdependent on current velocities.. Turbidity Barrier and/or Staked Turbidity Barrier. Posts in staked turbidity 3. Deployment of barrier around pile locations may vary to accommodate barriers to be Installed In vertical position unless otherwise directed by the Engineer. construction operations. 4. Navigation may require segmenting barrier during construction operations. 5. For additional Information see Section 104 of the Standard Specifications, TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS F.D.O.T. INDEX NUMBER 103 1 of 1 5 11-IEET FLOWW 1 1 BALES OF STRAW STAKED DOWN SING' E ROW OF BALES OF STRA W TO BE PLACED PRIOR TO THE START OF ROUGH GRADING. PLAN VIEW WIRE TIE 2"x2" STAKES \ 1-112' TO 2' IN \ n n THE GROUND BALE TIES 411 SECURELYBOUND BALES ANCHORING BALES REQUIRED FOR DURABILITY ANCHORING BALES DETAIL NO. SCALE -' �- sri.rFlow THESE PLANS AND ALL PROPOSrD WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TIiK MAY BE N'ECESSANY IN ORDER TO COMPLY WITH ALL APPLICABLE COVES. NAME AND TITLE COMPANY NAME, ADDRAND PHONE NUMBER ESS, RESPONSIBLE ITEMS I DATE "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Name (Opgrator and/or Responsible Authority) Date TYPE III SILT FENCE NOTE' DoNOTDEPLOYINANY MANNER THATSILT FENCES WILL ACTAS A DAM ACROSS PERMANENTFLOWIN6 WATERCOURSES. SILT FENCES ARE TORE USED AT UPLAND LOCATIONS AND T'UR8ITY BARRIERS U5ED AT PERMANENT BODIES OF WATER. EROSION & SEDIMENT CONTROL PER FDOT INDEX 102 NOT rO SCALE— 6'MAX POST OPTIONS: WOOD 21/2" MIN. DIA, WOOD 2"X4" OPTIC OAK 11/2'XI 1/2" POST STEEL1.33LB5/FT MIN. n POSITI „v. TYPEIII5ILTFENCE NOTE: 5PACIN6 FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I , SHEET I OF 3 AND DITCH INSTALLATIONS A DRAINA6E STRUCTURES SHEET 2OF3. TYPEIII5ILT FENCE PROTECTION AROUND DITCH BOTTOM INLET FILTER FABRIC (IN CONFORMANCE WITH ELEVATION SECTION SEC.985 FDOT SPEC.) NOTE' SILTFENCE TO 8EPAID FOR UNDER THE CONTRACT UNITPRICE FOR STAKED FENCE(L,F.) TYPE III SIL T FENCE RINCIPAL POST 105ITTON (CANTED Ae TOWARD FLOW) TER FABRIC FLOW BEFORE YOUOIG GLL To osusmsssaRYs wa?FOB..meEMM s BES IwsEluaxs oro..y J I N � Q � ,`tttttpunrff� w m * r z - L IN*PP nnnnt V N Z " N N _J W J m� W r n� V W 0) 0 ��~ Z Z _J J 0 Fcn LL 0)r = Z W� W��0 W NQ Z /N 0` O r 0 �� w (L U U) FZQ N X 0 0 J 0 01: E rao Ld W W `J V) Z O ZZ J W Z 0_ 0_ 0 �JZ 0 0 W �F'-^ 0_ W vJ n/ 0_ LU UJ LL Q U W o Z W J LL 0�� Z 0 Q W -Z:D J WC U) G W � m 3 w� 00 U E ¢ 0 S ¢ r In 0 0 U U SHEET NO.: 8 OF JOB No. 17-060 ENG A/C AIR CONDITIONING DC AC ACRE D.E. AL ALUMINUM DI ANC ANCHOR DIA AP ANCHOR POLE DIP APRX APPROXIMATE DMH ASP ASPHALT DUE BE BUFFER EASEMENT EC BFP BACK FLOW PREVENTOR ECP BLD BOLLARD EL BLDG BUILDING ELEC BM BENCHMARK ELEV DOC BACK OF CURB EM SP BRICK PAVERS ENC DOW BACK OF EOW t BRG BEAR NGWALK V) O BWF BARBED WIRE FENCE ESB "R O% CA& CURB AND CUTTER ESMT N ^ CAT CULPEPPER A TERPENING EX. .r C/O CUT OUT EXT M InC CALCULATED FNC 3 CATV CABLE TELEVISION BOX FC CB CATCH BASIN FDC CBS CONCRETE BLOCK STRUCTURE FECRR N CHO CHORD FFE CI CURBINLET FH O CL CENTERLINE FND ° CLF CHAIN LINK FENCE FOC O CM CONCRETE MONUMENT POW Z CMP CORRUGATED METAL PIPE fPL CO CLEAN OUT CA COR CORNER GMH CONC CONCRETE GND CONST CONSTRUCTION GRD COV COVERED HC CE COVERED ENTRY HCP COVP COVERED PORCH HOPE CPP CONCRETE POWER POLE HGW CPPIPE CORRUGATED PLASTIC PIPE HW CS CONCRETE SLAB HYD A DELTA ANGLE ICV D/F DRAIN FIELD ID D DEED INFORMATION ILL Z O �j FLBD2398 R/C N Lu 2 F- O 'I Z Lu ^� F= LLO o a0 o ZM M W 3 0 Lx O Z b1 Aa 10) w _ 12"X18" CMP INV 17.78 INV ABBREVIATIONS LEGEND INT INTERSECTION P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT �EEASEMENT INV INVERT P/L PROPERTY LINE "I SLCR ST LUCIE COUNTY RECORDS IP IRON PIPE P PLAT SLP STREET LIGHT SUPPORT POLE .ET :R IPAP IRON PIPE A PLUG PAVE PAVEMENT S.S. SANITARY SEWER IRON PIPE IR IRON ROD PB PLAT BOOK SPC STATE PLANE COORDINATES E MANHOLE IRR IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK iE d UTILITY EASEMENT IV IRRIGATION VALVE PCC POINT OF COMPOUND CURVATURE STD STANDARD CONCRETE ICV IRRIGATION CONTROL VALVE PCO PRESSURE CLEAN OUT (SANITARY) STU STORY :AL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT SV SANITARY VALVE ON L LENGTH PF PLASTIC FENCE SWL SWALE L8 LICENSED BUSINESS PG PAGE TA TOP OF ASPHALT DN LFST LIFT STATION PI POINT OF INTERSECTION TM TAX MAP :METER LME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE 'HMENT LOC LOCATION PKdD PARKER KALON NAIL AND DISK TOO TOP OF BANK WATER LP LIGHT POLE PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE PAVEMENT L5 LICENSED SURVEYOR PLS PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT ' SERVICE BOX M MEASURED POD POINT OF BEGINNING TR TELEPHONE RISER JT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER G MR MAIL BOX PP POWER POLE TSB TRAFFIC SIGNAL BOX iD MEAS MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB MES MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP MH MAN HOLE PROP PROPOSED TYP TYPICAL ARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION EAST COAST RAILROAD MIN- MINIMUM PSM PROFESSIONAL SURVEYOR& MAPPER U,E. UTILITY EASEMENT D FLOOR ELEVATION MN MAGNETIC NAIL P5WL PLASTIC SWALE UP UTILITY POLE )RANT MN&O MAGNETIC NAIL A DISK PT POINT OF TANGENCY UP. UTILITY RISER MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT UW UNDER WATER CURB MW MONITORING WELL PVC POLYVINYL CHLORIDE VC VALLEY CURB WALK M4R METES AND BOUNDS RIC ROD AND CAP VLT VAULT POWER A LIGHT NAD NAIL AND DISK R/W RIGHT-OF-WAY WD WOOD REA N NAIL R RADIUS WL WATERLINE JHOLE NA NON -APPLICABLE RCP REINFORCED CONCRETE PIPE WM WATER METER NAVE) NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WP WELL POINT NGVD NATIONAL GEODETIC VERTICAL DATUM RGE RANGE WPP WOOD POWER POLE CURB NO NUMBER RLS REGISTERED LAND SURVEYOR WS WATER SERVICE !AP NTS NOT TO SCALE RP RADIUS POINT WV WATER VALVE NSITY POLYETHYLENE CIA OVERALL RR RAILROAD EXISTING WELL ZE CIS OFFSET RRS RAILROAD SPIKE ILL OE OVERHEAD EASEMENT 5/W SIDEWALK O EXISTING SANITARY MANHOLE T OHE OVERHEAD ELECTRIC SMH SANITARY SEWER MANHOLE ION CONTROL VALVE CHU OVERHEAD UTILITY SBT SOUTHERN BELL TELEPHONE OAK TREE (DIAMETER BREAST HEIGHT) ICATION OR OFFICIAL RECORD SEC SECTION ,E ORB OFFICIAL RECORD BOOK SF SQUARE FEET PALM TREE (TRUNK HEIGHT) LIGHT POLE SANITARY MANHOLE INFORMATION (BENCHMARKS) NORTH MANHOLE SOUTH MANHOLE RIM 20.26 RIM':'9.59 NE INVERT 14.12, 6" PVC N IN /CRT 14.25, 8" PVC E INVERT 14.13, 6" PVC W INVERT 14.03, 6" PVC - UNPLATTED LANDS O q b� �qTOD 1eqq q. a -T_- TOE INV 15.71 18" CM ry ' 16.635B K3T.8; tt158- x 15.5 MEs 7.85 TOE OHE ND 4"X4" CM e� TOR 'A It 5. 0' NO ID A C OyF NO ACCESS TO INV Y m m (17") ANC a co • ESB 1ESB 79.99' �qe Y lq� ® 194.80 y '1. R ry°�^ IM 20.26 (22") ry0' eh 1 STORY ALUMINUM BLDG CONC FFE= 21.08 N pti G(20") q Cj N n 50 20' C ❑ TOP 20.67 o bb CONC o INV 15.46 ASPHALT DRIVE O° he J_V 15.32 s u INV 154 6 15.4 15.4 INV 15.19 1 tt15.6 _ nwF 15.4 MEs ti ry06 + ry°b t rypb + 9952, ry0• aq by 200.30' ryo ryo• SPHALT BLD m 1 STORY ALUMINUM BLDG m q e r20NC,6 • BLD FFE= 21.07 BLD 1 0.0' p� D INV 19.72'Ic coo °. �,;•+ O q ry° 1� a GA CONC RAMP ry p° N RO LOlO °�y GA BLD c� CONC N &STAIRS 94.30' -ry W '>°• n �q' CP INV 18.10 < GA °bq h'6 A BLD Q (9°) 13") tiry p, ,0 ry 1& CONC h ryO,ry°pa qry°O ry0• ryo ryo• DIRT ryOtiry �q�� ryge0 •BLD Z pb ,ZO' tiq' 1P` he ,SA 011' 01� h I I- ,Lp. ° 'w-' tiq tiq' .`q. ry ry ASPHALT ry0 ry°� W x� D,\b yb ASPHALT �, 6b ryl gryb ry°ryq ry°, ryp. ca O' 1q • NP) ryb q' 1q' No) • 1 O b 't q a ry� do �b do c0 0' qb q. 1q. �q. tiq. ,q. for BLD �(9„) DUMPSTER PAD q..o C7 u7 ZCj O'. / 8" RCP INV 18.3 ee ba qo bh �q� BLD •lq 1bN� 1qb®• '�0• "+I(Ti SIGN '' ,0. tig 8 3 3 m0 C�IG CONC FLUME (TYP) $ N N G S ARKER O (9) .eN ti0h° ASPHALT GA o ^ I b,,b � ~ ti O0 o q^ (11") ryo 1y N 1A� O ti tie tib tie• .� ti Z Z ,y0 tib' 11„ FLUME �'r� ( ) G lD") (D(12" h y ") �(11") A C7( �, A 4 TOO . - e� roB i R((11+0') (12') '.'� � ,TOE + + ry0 ' pti° o� '0 C7 <\w ,yh 15" CMP 1' ,L (17') �yti 1yh ,�h R''h0 - 1yh .�bti tib, (17') -T t- TOE �--- ME5 e �O°) �b ��• THE SOUTH I T INV14.55 `- HE hq FIND 5/8" R/C X 'P X TOB X ep e1 w LB 2638 4' BWF b ry ry TOD ry 1e. 1e• ,b. ti CONTROL STRUCTURE w pr Om RIM 17.56 ryObN ~ ,ie WEIR16.50 ry0. ry0 b ib. +"\q 4,' E INVERT 14. 9VERT 1 15" CMP b'O t<\ LEGAL DESCRIPTION: BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN S89°49'03"W, ALONG THE SOUTH LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32 FEET, TO A CONCRETE MONUMENT ON THE EAST RIGHT OF WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00°07'28"W, ALONG THE SAID EAST RIGHT OF WAY, A DISTANCE OF 315.74 FEET, TO A CONCRETE MONUMENT; THENCE RUN N89036' 20"E, A DISTANCE OF 1369.00 FEET, TO A CONCRETE MONUMENT TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN S00°00' 17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND CONTAINING 10.00 ACRES, MORE OR LESS. TOGETHER WITH A NONEXCLUSIVE EASEMENT FOR DRAINAGE PURPOSES ACROSS THE EAST 20 FEET OF THE FOLLOWING REAL DESCRIBED PROPERTY: T THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11, OWNSHIP 35 SOUTH, RANGE 39 EAST, EXCEPTING THEREFROM ALL RIGHTS OF WAY FOR DRAINAGE CANALS AND PUBLIC ROADS, AND LESS AND EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN 589°49'03"W, ALONG THE SOUTH LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32 FEET, TO A CONCRETE MONUMENT ON THE EAST RIGHT OF WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00007'28"W, ALONG THE SAID EAST RIGHT OF WAY, A DISTANCE OF 315.74 FEET, TO A CONCRETE MONUMENT; THENCE RUN N89°36' 20"E, A DISTANCE OF 1369.00 FEET, TO A CONCRETE MONUMENT TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN 500°00' 17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND CONTAINING 10.00 ACRES, MORE OR LESS. ti • '_ TOB .INV f6.90 12" CMP 6'CLF p, ---f-- INV 16,94 ti� .M INV 14.80 15.6 TOE INV 14.84 TOE INV 14.18 MEs 15.1 x tt TOE 15Z 181, CMP 7 MES 18„CMP Al TOO'- e Pi IE X 8S ni5.6 `yb b Y nb PNo 1b e0 bbb Nb. TOB ,�Nb? x nN01 X X 4' BWF X UNPLATTED LANDS t1AN t`^ %11 ee DIRT e1 t•`b +fib DIRT tib ADDRESS: 350 N ROCK ROAD FORT PIERCE, FLORIDA REPORT OF SURVEY: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 775, PAGE 2661, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ELEVATIONS ARE IN FEET AND RELATED TO THE ST. LUCIE BENCHMARK "GPS MIKE" ELEVATION = 6.4471 METERS NAVE) (NORTH AMERICAN VERTICAL DATUM,) CONVERTED TO 21.15 FEET NAVD 1988. PROPERTY LIES IN A NON -PRINTED PANEL, AS PER MAP NUMBER 12111CO160 J, DATED 2/16/12, FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. BEARINGS SHOWN ARE RELATED TO THE EAST RIGHT OF WAY LINE OF ROCK ROAD, HAVING A DEED BEARING OF N 00°07'28" W. THE FOUND 4"X4" CONCRETE MONUMENT AT NORTHWEST BOUNDARY CORNER AND THE FOUND 5/8" ROD AND CAP LB 2638 AT THE SOUTHWEST BOUNDARY CORNER WERE USED FOR MONUMENTATION. ALL OTHER BEARINGS ARE RELATIVE THERETO. THE EXPECTED USE OF THE LAND , AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (5J-17, F.A•C.) IS COMMERCIAL/HIGH RISK LINEAR. THE MINIMUM RELATIVITY DISTANCE ACCURACY OF BOUNDARIES FOR THIS TYPE OF SURVEY IS 1 FOOT IN 10,000 FEET. THIS SURVEY MEETS OR EXCEEDS THE STATED ACCURACY REQUIREMENT. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: JUNE 07, 2017 CERTIFIED TO: eb N�. D.b TOR -U---' �A�� 'IF„ CURB �ti0 '',itibXX MEs TOB ,75X SWL - X INV S 89°36'20" W 1369.00'(D) S 89°38'20" W 1369.16'(M) O 794 28' X N� ,�� • bbb 1 CONC eq tit' y0 try 1 +.yb DIRT h� + X - TOO 0 ASPHALT PARKING "F" CURB d�by° DIRT h3N X O ,bb can FLUME (TYP) q t1b O TOB .� ^�h' ry y.A ma FND 4"X4"CM RLS 2391 15.9 15.0 SWL f6 bti b0 15.6 ,� 1h. Z tti 15.7 TOO ON i. V W +�bo ov v fM Z 3 zc z THERE PLANS AND ALL PRQP9aED W(1R;t x ARE SUBJECT TO ANY COR,RECTIrtIS $ 3 0 Ui REQUIRED BY FIELD INSPECTORS THAT o m MAY BE NECESSARY IN ORDERORDERT'Q ~ c J CO APLY WITH ALL APPUCAELE CCIi)E0-. 0 h z bti 16.7 �tib W +ti 2 P- LL LU 41 N -cc L FIE COPY x w LU b = bb POB tih � e b O +O t0 -ON ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 4' BWF ii V" N� Z H oaLo�E_ z_j V n °u a11oweNo PId�^`v, O N NJ O ^ u w v > p"' 3 3: Y. Q d J , w ZWo3�N} O O W w �z3 V�r H�oo do JZPCL Ww i ` v I � H D DLC VJ r J Q D V = OH a u- W ui V 0 aZ ui o � a Z Q H W Z1 � Q1 DRAWN BY: BK APPROVED BY: R._KEMERSON SCALE 1" = 50 ....___. ..........- DATE: 06/08/17 FIELD BOOK/PAGES SURVEY MAP JOB NUMBER: 17-060 SHEET: 1 OF 1 EXISTING 8'-0" WIDE X 3'-0" DEEPT CONCRETE GRADE BEAM - MATCH EXIST. SECTION S- 1/2" = 1'-0" ANCHOR BOLT SCHEDULE BOLT DIAMETER MAX. UPLIFT LOAD ON BOLT MAX. HORIZ. LOAD ON BOLT MIN. EMBED DEPTH ( D) PROJECTION ( P) HOOK BOTTOM OF P BASE PLATE BOLT DIAM. D 1/2" 2,840 LBS. 1,960 LBS. 8" 2' 2 1/2" 5/8" 4,520 LBS. 3,070 LBS. 10" 2 1/2" 3" 3/4" 6,690 LBS. 4,420 LBS. 12" 2 1/2" 4" 7/8" 9,230 LBS. 6,010 LBS. 14" 3" 4 1/2" 1" 12,110 LBS. 7,850 LBS. 1 , 3" 5" 1 1 w1 19,380 LBS. 12,270 LBS. 20" 3 1/2" 6 1/2" 1/2" 28,110 LBS. 17,670 LBS. 24" 3 1/2" 8 1 3/4" 37,970 LBS 24,050 LBS 28" 4" loll NOTE: SAW CUTS SHALL BE 1/8" WIDE X 1 1/4" DEEP AND SHALL BE MADE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE FROM BEING DISLODGED BY THE SAW BLADE STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORIDA BUILDING CODE 6th EDITION, 158 MPH ULTIMATE WIND LOAD, CATEGORY II, EXPOSURE C 20 # LIVE LOAD REDUCIBLE, ENCLOSED BUILDING. FOUNDATIONS 1) BOTTOM OF FOOTINGS TO BEAR ON NATIVE SOILS OR CONTROLLED COMPACTED FILL 2) FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3) CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING FOUNDATIONS, SLABS, AND ADJONNING BUILDINGS FROM EROSION AND OTHER DAMAGE DURING CONSTRUCTION CONCRETE 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLABS AND FOUNDATIONS SHALL HAVE A MAX SLUMP OF 4 +/- 1". 2) REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 3) BAR SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS. 4) MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH— 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" FOR 6 THROUGH #18 BARS 1-1,2" rOR #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3/4" FOR SLABS, WALLS, AND JOISTS 1-1/2 BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 5) INTERIOR SLABS SHALL HAVE A STEEL TROWEL FINISH. EXTERIOR SLABS, APRONS, AND PADS SHALL HAVE A LIGHT BROOM FINISH. 6) BUILDING DIRT PAD SHALL BE TREATED FOR SUBTERRANEAN TERMITES FOUNDATION SCHEDULE AO 8'-0" X S—O" DEEP CONTINUOUS GRADE BEAM W/ 6—#8 BARS TOP SIDE BO1'-6" X V-6" CONTINUOUS MONOLITHIC FOOTING W/ 2—#5 BARS TOP & BOTTOM O4'-0" X 4'-0" X 1'-6" DEEP MONOLITHIC FOOTING W/ 5—#5 BARS EACH WAY TOP & BOTTOM S 1 5" CONRETE SLAB ON GRADE 4 X 4 W2.9XW2.9 WELDED WIRE FABRIC ON 6 MIL VISQUEEN OVER TERMITE TREATED COMPACTED CLEAN FILL --A.C.I. STANDARD BEND RADIUS - HOOK HAIRPIN AROUND ANCHOR BOL"IS & RUN IN SLAB/FOOTING DETAIL: HAIRPIN BAR NO SCALE PRE—ENGINEERED STEEL 1) PRE—ENGINEERED METAL BUILDING COMPONENTS SHALL BE DESIGNED FOR ALL LOADS PRESCRIBED HEREIN, METAL BUILDING MANUFACTURER SHALL COORDINATE AND SUPPORT ALL LOADS SHOWN ON DESIGN DOCUMENTS. 2) METAL BUILDING MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER TO STRUCTURAL 'ENGINEER PRIOR TO FABRICATION. 3) METAL BUILDING MANUFACTURER SHALL DESIGN THE METAL BUILDING SYSTEM WITH CONSTRAINTS AS INDICATED IN THE DESIGN DOCUMENTS NOTING ALL OPEN AREAS WHICH DO NOT ACCOMODATE DIAGONAL BRACING. 4) METAL BUILDING DESIGNER SHALL FURNISH BUILDING REACTIONS FOR FINAL REVIEW BY ENGINEER OF RECORD. 5) PRE—ENGINEERED METAL BUILDING SHALL BE DESIGNED TO SAFELY SUPPORT ALL VERTICAL, HORIZONTAL AND LONGITUDINAL LOADS INDUCED BY OVERHEAD BRIDGE CRANES IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" LATEST EDITION. STRUCTURAL STEEL 1) STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LASTEST EDITION. 2) STRUCTURAL STEEL HOT ROLLED SECTIONS SHALL BE AS FOLLOWS: WF SECTIONS & PLATES ASTM 36 3) STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "CODE OF STANDARD PRACTICE,' LATEST EDITION 4) WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1.1 WITH E70XX ELECTRODES. FILLET WELDS SHALL BE MIN. 3/16" UNLESS OTHERWISE NOTED. 5) HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325 AND SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR PLANE. 6) ALL STRUCTURAL STEEL AND WELDS SHALL BE CLEANED AND PAINTED WITH RUST INHIBITIVE PRIMER EXISTING STRUCTURE P Ltsnurz Yj-0 .I q- 02 9 5? (0 _6 l EXISTING STRUCTURE THE011'. hel,.NS AND ALL PROPOS9D WORK A92 SUBJECT TO ANY OOP REC7 1OT16 REQUIRED BY FIELD INSPECTORS T14.R'i MAY BE NECEWRY IN ORDZIR TO CC ` il'L'Y WITH ALL APFnLfCABLE COVES. ,.... r It LO rn �00� d qo Qu O d � iZ C7 C3 W CJ J LLl O_ H LL ui Ia O OD X w DO 9 v V) 0 v V) 0 a F p CU *_ I I J L vj J W ~n. J Q $ n o a u� CD lt W (n 4 O O LL LLJ cy— Wcr) �L U O U z W O U w O z ro w OLj U U LJ Q O PW 12/15/17 M 5-1 Two 30'- 0 BUILDING EAVE 22 - 4 3/4" TOP OFF W12X` 18 ft X 20 ft 6 in 1 /8„ = 1 01, ADD ON AT 5'-( AT 24'- 30'-0-0' 4 BUILDING 53 'T" X58 OF BEAM OOR GUIDE ERNECK 6000 SA )F TWO PER SIDE L6" X 3" 9-GAGE FWO (2) 1/2" DIA. BOLTS OF ALL CONNECTIONS ;AGE BUTLERIB II WALL PANEL 1CH TO GIRST W/ BUTLER < WALL FASTENERS ® 12" IN THE FIELD & 6" O.C. & BOTTOM EDGES 3"X 3/16" DIAL. BRACE ) ALL POINT OF CONTACT OM ROLLER GUIDE HERNECK BR-9 3"X 3/16" VERTICAL EA. OF ROLLER, WELD TO 9" CEE OF RAIL EE 3 1/2"-8 GA. GALV SLIDING DOOR PANEL ELEVATION 1 /4" = 1'-0" 18 ft X 24 ft 0 in 1/81, = 11_011 Y II J p a WS X 18 HAUNCH P(WIND) = 2.3 K M(WIND) = 1.2 FT-K U' p Z_ IW E V) Roo 7 :)ap N m J Z OU Q O J � C7J 3 wJow p F U w m�Q LOAD DIAGRAM TO EXIST. BUILDING COLUMN ADEQUACY OF ENDWALL COLUMNS TO RESIST LOADS IMPOSED SHALL BE VERIFIED BY BUTLER MANUFACTURING COMPANY 11 TOP OF W12X58 BEAM: 25 -20 3 4" ® 18'X24' DOOR -4 3 4 ® 18'X20'6" DR. END PLATE 1/2"X 6"X 10' W/ 4-3/4" A325 BOLTS j74- -- TOP OF DOOR FRAME: 24'-4' A.F.F. ®18'X24' DR. T 20'-10" A.F.F. ® 18'X20'6" DR. STAGGER WELDS 1 /4 3' ® 6' BUTLER ENDWALL COLUMN N TS I S-2 CENTERLINE W12X58 & DOOR /FULL PENETRATION {\WELD AT FLANGES loll TOP & BOTTOM TO ENDWALL COL, M 1/; FULL PENETRATION i/ AT WEB f10" CEE 14-GAGE CLIP AT 8'-0" O.C., WELD TO W12 X 58 BEAM 4--8" CEE 14-GAGE W/ 2-1/2" BOLTS AT LA. 10" CEE ----BUTLERIB II PANELS FASTEN W/ TORX FASTENER AT 6" O.C. TOP & BOTTOM ",----CONT. L5"X 3"X 3/8" (LLV) '-' ------CONT. L6"X 4"X 16 GAGE u (LLH) WELD TO BEAM FLANGE --TOP ROLLER GUIDE LEATHERNECK 6000SA -3" X 6" X 5" 11-GAGE CLIP W� TWO (2) 1/2° LA DIA. B LTS - BUTLERIB II WALL PANEL 1/4" WEB STIFFENER PLATE FASTEN TO GIRTS WW TYP. OF FOUR ( PER COL. BUTLER TORX FAST NER (2 EA. SIDE OF WEB) AT 12" O.C. IN THE FIELD AND 6" O.C. AT TOP & 90TTOM EDGES 1" = 1'-0" ° } CENTERLINE W12X58 & DOOR „ 21".... 4" 1„ m 3"X 3/16" DIAL. BRACE L3"X 3"X 3/16 VERT. EA, SIDE OF ROLLER ASSEMBLY PROVIDE BOLT HOLES FOR ASSEMBLY BOTTOM ROLLER ASSEMBLY LEATHERNECK BA-9 CONT. ASCE 25# CRANE RAIL W 1//4' STEEL PLATE STOPS WELDED TO RAIL EA. END L3"X 3"X 1/4" X 16" AT 2'-0" O.C. W/ 2-5/8" DIA. A307 ANCHOR BOLTS W/ DOUBLE NUTS & WASHERS AND 6" O.C. AT TOP & BOTTOM EDGES e • a •.q a < ; a' G : t a ed e THESE PLANS AND ALL PROPOSM WOM%' ARE SUBJECT TO ANY CORREC'TIOMJ a REQUIRED BY FIELD INSPECTORS THAT IM BE NECESMRY IN ORDER TO CAM iPLf k1ITH ALL AP LIC ABLE C0DE3. SECT . .,.. gin. . .......... "�.«�,..,,� ,.«",w�wu ,.,.,,..,, ".„�:.� "",�,.,� �. m, ,,, �_ , .,"„"� .«..,,,,w,w..A�w,."mow»,.,,.. 11. <r t°ii Z0 0 � p a0 a o a - BUTLER ENDWALL COLUMN C ------- SLIDE DOOR SHROUD w. FLASHING 26 GAGE a W,,B X 18 HAUNCH FIELD WELD TO ENDWALL COLUMNS PER DETAIL W12 X 58 0 1 FIELD WELD TO ENDWALL o i 3 6 m TOP OF W12X58 BEAM w� I zy10 3/�46 18'X 4' DOOR Z co � � - 4 3/4rC� 18 X' 6 DR o u-) � O i TOP OF DOOR FRAME: �24'--s�k.'. A F.F. ® 18 X24' DR W 20'-10" A.F.F. ® 18'X20'6" DR. 3" X 3" X 5" 11 GAGE U 9 CLIP W/ TWO (2) 1/V' z w DIA. BOLTS J, M _ 5F U Uw BUTLER 11 ALL BUTLERIBTORGI FASTENER EL I FASTEM TO GIRTS W � i EN ER AT 12 O.C, IN THE FIELD I AND 6' O.C. AT TOP & J =. It u) BOTTOM EDGES Q. Q L0 m m II o O v Z W ti 8" X 2 1/2' ZEE 12-GAGE w 1 = U w 1, 3 a. Ad i�r U L(- LIJ O') 8" X 2 1/2" ZEE — z 12-G-A(DE U) J <t § m Q ~ ........_..._ ._ BUTLERIB II ENDWALL ) 0 LL- PANEL BEYOND W r�n V / LLJ Q u € U z w X 2 1/2" ZEE O 12-GAGE ' U w d z W ✓ _.. Q 8„ X 2 1 /2" ZEE O w 12-GAGE LLJ Q Z O - - -- BOTTOM WHEEL ASSEMBLY L LEATHIERNECK BR-9 CONT ASCE 25# CRA•NE RAIL ON L3"X3"X 1/4" X 16' AT 24" O.C. W/ 2- 5/8" DIA. A367 "R BOLTS 2/ DOUBLE NUTS & WASHERS I --- -- SECONDARY CONCRETE POUR 12" X 24" CONT. 3,000 PSI CONCRETE - RAP Pw HORIZONTAL SLIDING DOORS HAVE BEEN DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE 6th EDITION, WIND PRESSURES +/-42 PSF BASED ON THE TRIBUTARY AREA. 12/15/17 i; S- 2 TWO EXI BU I I W s EXISTING STRUCTURE 161' EXIT AQMSS i F, EXISTING STRUCTURE H H H V r M N M H ❑ F1 1-1 H N H H FE I I I I III I I I I I I a I I g II II II II • EXIT nc"s THE.0 PUNS AND, ALL PrIOPOSM WtfRld ae Exir access A qE SUBJECT TO ANY COP?IdG., o ICNS _n,. N FE H H H HT FE N N N N H N H N H H N FE N F�LQUIi� U BY FIELD IPdSPCCTO;^;5 TN,Ri IJ &,AY BE NECESSARY IN O#3D2R TO CC 4iPLY SMITH ALL APPUCASLE CGuEo-. F3tJll UI� C .C'0D S APF'LiEr Q FLORIDA BUILDING CODE, BUILDING (FBC-B) 2017 6th EDITION PER FBC PLUMBING CODE SECTION 403 FIXTURE REQUIREMENTS: FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 2017 6th EDITION ALL PLUMBING FIXTURES ARE EXISTING. NORTH FLORIDA BUILDING CODE, PLUMBING (FBC-P) 2017 6th EDITION FLORIDA FIRE PREVENTION CODE (FFPC) 2017 FACTORY INDUSTRIAL 2 OCCUPANCY NATIONAL ELECTRICAL CODE 2014 EDITION (NFPA 70) MEN -TOILETS LIFE SAFETY PLAN (1 MEN / 100 MEN/TOILET = 1 TOILETS REQ'D. '. (1) TOILETS AND (1) URINALS ARE PROVIDED 3 l!L%�IN'� �;CJC�E_..:(?ATA APE l lEa _T_C%_ 1I(I .._'�iC _. MEN —LAVATORIES 1 /16" = V—O" TYPE OF CONSTRUCTION - TYPE II(A) PER FBC 2017 25 MEN / 100 MEN/TOILET = 1 LAVATORIES REQ'D. OCCUPANCY CLASSIFICATION - GROUP F-2 (1) LAVATORIES ARE PROVIDED (LOW HAZARD FACTORY INDUSTRIES) WOMEN -TOILETS 25 WOMEN / 100 WOMEN/TOILET = 1 TOILETS REQ'D. THIS BUILDING IS NOT EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER (1) TOILETS ARE PROVIDED SYSTEM WOMEN -LAVATORIES 25 WOMEN / 100 WOMEN/TOILET = 1 LAVATORIES REQ'D. PER FBC SECTION 1004 OCCUPANT LOAD: (1) LAVATORIES ARE PROVIDED WAREHOUSE 25,000 S.F. GROSS/ 500 S.F. / PERSON DRINKING FOUNTAINS ALLOWABLE OCCUPANT LOAD = 50 PEOPLE 50 TOTAL PERSONS / 1 D.F./400 PEOPLE = 1 FOUNTAIN REQ'D. (1) ADA COMPLIANT FOUNTAIN PROVIDED TOTAL OCCUPANT LOAD = 50 PEOPLE SERVICE SINK TOTAL ALLOWABLE TRAVEL DISTANCES (1) SERVICE SINK REQUIRED EXIT ACCESS TRAVEL: F-2 OCCUPANCY IS 300 FEET (1) SERVICE SINK PROVIDED (IN ADJOINING BUILDING) COMMON PATH OF TRAVEL: 75 FEET PER FMC TABLE 403.3.1.1 "WAREHOUSE" EXHAUST 10,000 S.F. & 0.75 CFM/S.F. = 7,500 CFM USE TWO (2) 24" DIA. EXHAUST FANS EXHAUSTING 3,943 CFM. ® .125 S.P. OUTSIDE AIR 10,000 S.F. @ 0.6 CFM/S.F. = 6.000 CFM USE TWO (2) 48" DIA. FIXED INTAKE LOVERS ALLOWING 5,484 CFM. INTAKE MAX. { U U J W J Q D (j�40 zTm M J r U w Li X 0 J-J W J m 1n Sy X - 0 X r O d cc+ co Z E Or < 0,C ac a� w oc U V 1 U W � m p z z o W Of Ln �C � U O U z w O �- U LIJ CD In Q O U W w Q RAP PW 12/15/1 I A-1 THRE 117n MAI I DAI.I (AAATr-1 NFIGIIT ()P- FYICT 1 LED WALL PAK (MATCH HEIGHT OF EXIST.) SOUTH E L E VA TI O N MON HORIZONTAL SL EAST ELEVATION 1 /8" = 1'-0" NORTH ELEVATION 1/8 f, = 1'-0" NORTH EXISTING STRUCTURE EXISTING STRUCTURE i THESE PLAINS AND ALL Pt10p000 WORK ARE SUBJECT TO ANY CORREC T ION i REGUIr'�EU BY FIELD INSPCCTORS TN$T MAY BE-NECE SIARY IN 002M TO CCw"iryLY WITH ALL APPUCASLE CGVEa. CD W � � 0 J m Q O LLI ry Q U O U � w Q z U w mLn o U OU ry Q PW A THRE E M EXIST. 12" 1/2 x Building Permit # Planning & Development Services Department Building & Regulations Division Product review Affidavit AMERICAN CONCRETE INDUSTRIES ItcflnYt ROBERT SNOWE ^ Owners Name pp Product Opening Design Product RquIl.er Model NumtRNIOA t Approval Glass Method of Attachment Pressures Design Prember Type- IA nIA.X31C 9JII OF%TFCI1 nC RPWpD9 OL FR(1M1nP 690C AP OC(uFTW _— R �^Myp /4uVeR Y'FixeCd -Pressures 38.7i�42=Q 150,0/_' rjQGH FI Od ALUM LOP2M1 On MIA Glass —._ ....... Block Glass ---'—"-- - """---- .-- Skyllghts Slidln Glass Doors _ 38.71-42.0 7Q.D/-7Q.Q CO. E%PIDGOR1 NIA PRE ASSEMRI Fn FOI.I AW MANUFACTURERS INSTRIICTIf1N5 awm TTye Doors French DoorsGarageDoors __— Hurricane Protection.WMAU SEE MANFACTURFR'A RNGINEFRED ERECTION DRAWINGS PANELS 38.7/-$i.8 �7.Q/-i D2.F BIIDPRIB II FL124911 NIA Roofing Material 160/977 +/_i trj,8 BUT SRMANUF MR OO STANDING SM FL 12442A NIA SFF MAN,IFAPSI IRFR'S FNGINFFRFn ERfCT10N DRAWINGS iced 07/22/201 <I eve reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate 1 esistance to the Id loads and forces specified by current code provisions. nc: PAUL WELCH, INC. Signature' seal PAUL WELCH, P.E. 29945/5115 02/05/18 fign Prof'. Cent. No. Date: _- _- THESE PUNS AND ALL PROPOSED WOR"° AM SUBJECT TO ANY COI?(3EC"12113 Planning & Development Services Department REQUIRED BY FIELD INSPECTOP'S TI-11V Building & Code Regulations Division MAY BE NECESV,3Y IN 01"I 'Ft TO 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-15S3CuP�1'1'II WITH ALL APrrr LI A'UE CGVE3- Certification for Design Load Compliance Project Name: AMERICAN CONCRETE INDUSTRIES Project Address: 350 N. ROCK ROAD Permit #t: Occupancy Type* 1 Construction Type: tl INSTRUCTIONS FOR USE: e This certification must be completed, signed, and sealed by the design professional of record. + Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. + Note: Form not required for Interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the p above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that applyl 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed —Partially Enclosed _Open 3. Risk Category: 1 X.II III IV Exposure Category: B X C D 4. Design Wind Velocity 158 mph 124 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 30 ft Roof Pitch: 0.5 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 16.0 16.0 16.0 38,7 38.7 N/A Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -38.7 •64.9 -97.7 -42.0 -51.8 N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 galcony: , N/A PSF Dock: N/A P5F Deck: N/A PSF Stairs: ,N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED S. Were Shear Wails Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? -X Yes —Not. Applicable Explain Why Not: 10. Design Soil Bearing Pressure: IMLI Soii Test Reports Submitted? Yin DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cent Auth. Paul Welch Inc. ON PLAN 2/5/2018 Signature, Date, and Seal 1,944 S.W. Biltmore St. Suite #114 Part St. Lucie, FL Company Name & Address 51-CCOV Fui in N 020-12 RevlSeu 311�11G IJSI 0t 00 Ca C) a < C) Of fY o `D, QC01- Cl.. « t C) C laJ LJ `a r Li A- 3 THREE Y I ZEXIS- BUILI PANEL MOUNTING: SURFACE VOLTS 277/480/3/60 MAIN BKR MLO H — 1 NEMA 3R BUS AMPS 100A,4W,SN LUGS 100A CKT CKT WIRE CKT CKT # BKR COND. CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 1 20/1 #12/1/2" EMERGENCY—&—EXIT—LTS a 2 20/1 #12/1/2" HIGHBAY—LIGHTS 3 20/1 #12/1/2" WALL—PACKS—THRU—PC b 4 20/1 #12/1/2" HIGHBAY—LIGHTS 5 20/1 #12/1/2" SWITCHED—HIGHBAY—LTS c 6 20/1 #12/1/2" SPARE 7 20/1 #12/1/2" SPARE a 8 20/1 #12/i/2" SPARE 9 20/1 #12/1/2" SPARE b 10 20/1 #12/1/2" SPARE 11 20/1 #12/1/2" SPARE c 12 20/1 #12/1/2" SPARE 13 — — — a 14 50/3 #6/1" TRANS 15 — — — b 16 I I I 17 — — — c 18 I I 19 — — — a20— — — 21 — — — b22— — — 23 — — — c 24 — — — 25 — — — a26— — — 27 — — — b 28 — — — 29 — — — c 30 — — — 31 — — — a32— — — 33 — — — b 34 — — — 35 — — — c36— — — 37 — — — a38— — — 39 — — — b 40 — — — 41 — — — c 42 — — — PANEL MOUNTING SURFACE VOLTS 120/208/1/60 MAIN BKR MLO L_ 1 NEMA 3R BUS AMPS 100A,4W,SN LUGS 100A CKT CKT WIRE CKT CKT # BKR COND. CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 1 20/1 #12/1/2" COLUMN —RECEPTACLES a 220/1 #12/1/2" COLUMN —RECEPTACLES 3 20/1 #12/1/2" COLUMN —RECEPTACLES b 4 20/1 #12/1/2" COLUMN —RECEPTACLES 5 20/1 #12/1/2" COLUMN —RECEPTACLES c 6 20/1 #12/1/2" COLUMN —RECEPTACLES 7 20/1 #12/1/2" COLUMN —RECEPTACLES a 8 20/1 #12/1/2" COLUMN —RECEPTACLES 9 20/1. #12/1/2" EXHAUST —FANS b 10 20/1 #12/1/2" SPARE 11 20/1 #12/1/2" SPARE c 12 20/1 #12/1/2" SPARE 13 — — — a 14 — — — 15 — — — b 16 — — — 17 — — — c 18 — — — 19 — — — a20— — — 21 — — — b22— — — 23 — — — c 24 — — — 25 — — — a 26 — — — 27 — — — b 28 — — — 29 — — — c 30 — — — 31 — — — a32— — — 33 — — — b 34 — — — 35.— — — c36— — — 37 — — — a 38 — — — 39 — — — b 40 — — — 41 — — — c42— — — ALL ELECTRICAL INSTALLATIONS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.E.C. (NFPA NO. 70) AS AMENDED, AND ALL LOCAL & STATE CODES IN FORCE AT THE TIME OF CONSTRUCTION. GROUND SYSTEM IN ACCORDANCE WITH ARTICAL 250 N.E.C. SYSTEM VOLTAGE SHALL BE 277/480 VOLT THREE PHASE PANELBOARDS AND LOAD CENTERS SHALL BE ITE, SQUARE "D" OR APPROVED EQUAL. ALL CONDUCTORS AND BUS BARS SHALL BE COPPER. ALL MATERIAL SHALL BE U.L. APPROVED. PROVIDE ALL NECESSARY PERMITS REQUIRED. PROVIDE TEMPORARY SERVICE FOR USE BY ALL TRADES DURING CONSTRUCTION. PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANELBOARD OR LOAD CENTER PROVIDE TEMPORARY LIGHTING FOR USE OF ALL TRADES WITHIN THE CONSTRUCTION AREA. OTHER TYPICAL WIRING METHODS: ALL INTERIOR LIGHTING ATTACHED TO EXPOSED STRUCTURE AND ASSOCIATED SWITCHES TO BE #12 THHN CU IN 1/2" EMT CONDUIT. ALL INTERIOR LIGHTING WITHIN DRYWALL CEILINGS AND ASSOCIATED SWITCHES TO BE #12 THHN IN 1/2" EMT CONDUIT OR #12/3 MC CABLE. RECEPTACLES TO BE #12 THHN CU IN 1/2" EMT CONDUIT OR #12/3 MC CABLE WHERE WITHIN ENCLOSED AREA. SUBPANEL CONDUIT SHALL BE GALV. STEEL OR SCHEDULE 80 PVC MOUNTING HEIGHTS OF SWITCHES, CONTROLS, AND RECEPTACLES SHALL BE BETWEEN 15" AND 48" FOR FORWARD APPROACHES AND BETWEEN 9" AND 54" FOR PARALLEL (SIDE) APPROACH UNLESS REACH IS OVER AN OBSTRUCTION (COMPLY WITH FBC 11.4.27). RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR PER CODE ELECTRICAL LEGEND SYMBOL DESCRIPTION a DUPLEX RECEPTICAL OUTLET NEMA 5-20R Q� DUPLEX RECEPTICAL OUTLET NEMA 5-20R SPLIT WIRED gQm DUPLEX RECEPTICAL OUTLET NEMA 5-20R OVER COUNTER O SPECIAL PURPOSE OUTLET MUST MATCH EQUIP. PLUG O FLOOR OUTLET W BRASS PLATE & CARPET RING SPST SWITCH 3—WAY SWITCH 4—WAY SWITCH SPST SWITCH W PILOT LIGHT DIMMER SWITCH WATTAGE AS NOTED LIGHT FIXTURE SURFACE RECESSED log LIGHT FIXTURE WALL MOUNTED FLUORESCENT LIGHT FIXTURE SURFACE RECESSED FLUORESCENT UGHT FIXTURE SURFACE RECESSED i FLUORESCENT STRIP UGHT FIXTURE q� EMERGENCY BATTERY PACK UGHT FIXTURE W 2 25W LTS. 191 91 E aT SIGN, UNIVERSAL MOUNBNG DOUBLE I SINGLE FACE ARROWS AS INDICATED ❑IJ — FUSED SWITCH 30A SWITCH 20A FUSES,2 POLES ® NI MOTOR STARTER NEMA SIZE 1 — SWITCH STARTER, 30A. NEMA 1 3 POLE PANELBOARDS, SEE SCHEDULES ❑ TC TIME CLOCK SWITCH, 4 SETS OF 40A CONTACTS _ N PHONE OUTLET, 442 BOX W 1 GANG PLATE MOTOR STRIP HEATER W INTEGRAL CONTACTOR AHU AIR HANDLING UNIT CU CONDENSING UNIT WP WATER PROOF GFI GROUND FAULT INTERRUPTER r"W, fNCV rLUUM 1 / u — I — V V EXIT LIGHT UNIVERSAL ARROWS/UNIVERSAL MOUNANG OF EMERGENCY BATTERY PACK LIGHT ELECTRICAL LOAD SUMMARY 3—#6 & 1—#6G IN 1" CONCUIT- O H1-3 THf4U PC 4—#3 & 1—#6G IN 1 1 /4' CONCUIT ELECTRICAL LOAD CALC'S PER NEC 220 EXISTING 100A MILO 100A MLO PANEL "H": (EXISTING BUILDING LOAD SUMMARY) 400A 277/480V 120/20,8V 277/480V NEW 100/3 BREAKER SUB PANEL LIGHTING 27.775 VA 3—PHASE RECEPT'S 6,120 IN EXISTING PANEL WELDERS 30,000 T 45 KVA BRIDG87,255 �� V E CRANES �� >> >> >> >> Misc. 10,000 H 100A S H 1 TLV L1 3-RH S TOTAL 154,150 VA 154.150 VA 4—#1/0 THWN, #6 G 480 ,IT = 185.0 VA IN 2" CONCUIT USE 400A PANEL / SERVICE -- OK PANEL "H1": (NEW ADDITION) LIGHTING (10,000 S.F. O 1.0 VA) 10,000 VA COLUMN RECPT. (22 O 18 VA) 3,960 MISC. 5,000 ......................._... TOTAL 18,960 VA w60 VA ✓3 = 22.8 VA USE 100A PANEL -- OK #6 CU GRND TO BLDG. A PANEL "L1": (NEW ADDITION) I I STEEL &Ic DRIVEN GROUND COLUMN RECPT. (22 O 18 VA) 3,960 VA ELECTRICAL RISER TOTAL 3.960 VA 277 / 480V 3-PHASE 3.9so vA THESE PLANS AND ALL PAOPOS_O WOpd( 206 /0 11.o VA USE 100A PANEL -- OK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD It"SPECTO S THAT TOTALS: %iAY BE NECESSARY IN "MR TO CC& PLY WITH ALL APPLICABLECODES EXISTING PANEL "H" 154.150 VA NEW ADDITION PANEL "H7" 18,960 TOTAL 173,110 VA 173,110 VA 480 JT = 208.0 VA USE EXISTING 400A PANEL / SERVICE -- OK EXISTING STRUCTURE EXISTING STRUCTURE 0000 M O0 O Qa pU O CD 4 w . co W i� J 0,. of a' li. Lo 0 "f m -00 O0 s t0 a] 0' d W (n I W Z(0 W C'1:In `J. 0 vT ca a N o O cv Z c� U O Of Q J W W IL Jk a CD W (� J Q 0 m 0 0 O O LL LL_I F cn LLJ < U 0 U LLJ Q � Z U LLJ o z zUQ Li U O U LLB LLJ L_j < z O0 o RELOCATE CRANE FEEDS TO CENTER OF CRANE RUN EXISTING STRUCTURE EXISTING STRUCTURE .0, 00 Zo< < 0 0�0 o C) a- �cj0 w C) U- 00 X 0 a''4' Ld Z U) L0 LLJ J� Q. m 0 < 1 7 0 LL- ry < � 0 u ry 0 7; 0 0 L0 LLJ < z 0 C) u u ry III ry n rr, 0 RAP PW 12/15/17