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HomeMy WebLinkAboutSITE DESIGN PLANS PAGE 1-11}A a p PROJECT TEAM: APPLICANT/DEVELOPER ADVANTAGE DEVELOPMENT LLC 266 EAST JERICHO TURNPIKE S. HUNTINGTON, NY 11746 PHONE: 631-766-0023 CONTACT: STEPHEN ZAGOREN ARCHITECT FRANK G. RELF ARCHITECTURE 35 PINELAWN RD., SUITE 207W MELVILLE, NY 11747 PHONE: 631-271-4432 CONTACT: RANDY GRAY SURVEYOR BETSY LINDSAY, INC. 7997 S.W. JACK JAMES DRIVE STUART, FLORIDA 34997 PHONE: 772.286.5753 CONTACT: ELIZABETH LINDSAY Qoe wa o8�� d CIVIL ENGINEER KEEN ENGINEERING, INC. 7280 W. PALMETTO PARK RD., SUITE 302 BOCA RATON, FLORIDA 33433 PHONE: 561.325.6700 CONTACT: ERIK WILCZEK, P.E. LANDSCAPE ARCHITECT GREEN EARTH LANDSCAPE ARCHITECTURE PHONE: 954.638.9825 CONTACT: DALE BRYANT, RLA STATE OF FLORIDA ST LUCIE COUNTY SITE"D` ESIGN ADV"ANTAGE SELF -STORAGE LOCATION MAP NOT TO SCALE i h N rvy.. v4 \\� yfZlc '" N o� o H ° m O W w r N C Z00o W a Sheet Index CIVIL W O N O �QCN �o A p Ln C cn FHW. U A A U C-100 COVER SHEET a C-101 GENERAL NOTES C-102 SITE PLAN C-200 PAVING, GRADING, _AND DRAINAGE PLAN C-201 PAVING, GRADING, AND DRAINAGE DETAILS [-+ C-202 PAVING, GRADING, AND DRAINAGE DETAILS C-300 UTILITY PLAN C-301 UTILITY DETAILS C-500 SWPP PLAN C-501 SWPP NOTES O " C-600 PHOTOMETRIC PLAN U a ST. LUCIE COUNTS' FIRE MCI FIRE MARSHALS OFFI REVIEWED AND APPR D REVIEWED BY: DATE: dq THESE PLANS AND ALL PROPOSED WON, . ARE SUBJECT TO ANY COPRECTIOPfS tF3 .01112D BY FIELD INSPECTORS TII6 T Ti MAY BE NECESSARY IN ORDER TO C tIN"Lf WITH ALL APPLIOARLE COMES. H m V co m � O • �-I P Wu✓ H M ti W W OO a Oa W N t\ SHEET NUMBER Z 0 u■ UN o l sl` ME 0 z o z Jli Q � K Z Z CJ GENERAL NOTES AND SPECIFICATIONS I. APPLICABLE CODES 1. ALL WORK AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF THE LOCAL, STATE, AND NATIONAL CODES AND REGULATORY REQUIREMENTS, AS APPLICABLE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY AND HEALTH REGULATIONS. 3. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER EXISTING SITE IMPROVEMENTS, FEATURES AND CONDITIONS SHOWN ON THE DRAWINGS WERE OBTAINED FROM THE SURVEY PREPARED BY'AVIROM & ASSOCIATES, INC. 4. EXISTING ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD 88). BENCHMARKS USED ARE THOSE IDENTIFIED ON THE TOPOGRAPHIC BOUNDARY SURVEY. 5. PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADES. 5 6. EXISTING UTILITIES TO BE ADJUSTED IN ACCORDANCE WITH PROPOSED GRADES AND REQUIREMENTS OF UTILITY OWNERS, AS REQUIRED. a 7. EXISTING STRUCTURES, TREES, UTILITIES AND OTHER IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE SUCH AS BUILDING SEWERS, DRAINS, WATER OR GAS PIPES, CONDUITS, POLES, WALLS, COLUMNS, ETC., WHETHER OR NOT SHOWN ON THE PLANS, ARE TO BE CAREFULLY PROTECTED FROM DAMAGE. IF DAMAGE OCCURS FROM WORK PERFORMED UNDER THIS CONTRACT, THE CONTRACTOR SHALL PROMPTLY REPAIR THE DAMAGED ITEM(S) TO THE CONDITION OF THE ITEM(S) PRIOR TO THE DAMAGE. THIS WORK SHALL BE AT NO ADDITIONAL i COST TO THE OWNER,. 6 8. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES. 9. CONTRACTOR SHALL PRESERVE ALL STREET SIGNS, PARKING METERS, BENCHES, TRAFFIC CONTROL SIGNS, ETC WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REINSTALL THESE OR DELIVER SAID PUBLIC 3 PROPERTY TO THE RESPECTIVE OWNER. 10. THE CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH ANY OTHER UTILITY AND BUILDING TRADES ' WORKING ON THIS OR ADJACENT PROJECT. 11. ALL DITCH EXCAVATION SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE PROVISIONS OF THE FLORIDA TRENCH SAFETY ACT. 3 i 12. THE CONTRACTOR SHALL TAKE SPECIAL NOTE OF SOIL CONDITIONS THROUGHOUT THIS PROJECT. ANY SPECIAL I SHORING, SHEETING OR OTHER PROCEDURES NECESSARY TO 'PROTECT ADJACENT PROPERTY, EITHER PUBLIC OR PRIVATE, DURING EXCAVATION OF SUBSOIL MATERIAL OR DURING THE FILLING OF ANY AREA, OR FOR ANY OPERATION DURING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. II. SHOP DRAWINGS PRIOR TO FABRICATION OR CONSTRUCTION, SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD FOR APPROVAL OF THE FOLLOWING ITEMS: 1. DRAINAGE: A. DRAINAGE INLETS, CATCH BASINS, MANHOLES AND STRUCTURES, INCLUDING TOP/BOTTOM SLABS, FRAMES, GRATES, RIMS AND POLLUTANT RETARDANT BAFFLES B. TRENCH OR SLOT DRAINS INCLUDING CHANNELS, ANCHORS, GRATES, OUTLETS, ETC. C. DRAINAGE WELL STRUCTURES, CASING AND GRATES D. DRAINAGE PIPE AND FITTINGS E. CLEANOUTS F. EXFILTRATION TRENCH FILTER FABRIC 2. WATER DISTRIBUTION A. PIPE AND FITTINGS B. VALVES AND AIR RELEASE VALVES C. FIRE HYDRANTS D. BACKFLOW PREVENTION DEVICES E. METER VAULTS F. TAPPING SLEEVES AND CORPORATION STOPS 3. SANITARY SEWER: A. MANHOLES, INCLUDING STRUCTURES, TOP/BOTTOM SLABS, FRAMES AND RIMS B. PIPE AND FITTINGS C. CLEANOUTS D. VALVES AND AIR RELEASE VALVES E. PUMP STATION AND ALL RELATED EQUIPMENT 4. ASPHALT MIX A. SUBGRADE AND LIMEROCK BASE SECTIONS TO BE INCLUDED III. PRECONSTRUCTION RESPONSIBILITIES I. THE INFORMATION PROVIDED IN THESE PLANS IS TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK, ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY AND ALL INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED. 2. TWO (2) BUSINESS DAYS BEFORE BEGINNING CONSTRUCTION IN THE AREA, THE CONTRACTOR SHALL NOTIFY SUNSHINE STATE CALL ONE OF FLORIDA, INC. AT 1-800-432-4770 AND ANY OTHER UTILITY COMPANIES WHICH MIGHT BE AFFECTED. 3. UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD AND ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, UTILITY OWNERS, THE OWNER, AND THE ENGINEER OF RECORD. 4. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL PLAN THAT ADDRESSES THE MAINTENANCE OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC IN A SAFE AND REASONABLY ADEQUATE MANNER AROUND THE WORK SITE. PRIOR TO COMMENCING WITH ANY ACTIVITIES AT THE JOB SITE, THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE TRAFFIC CONTROL PLAN FROM ALL AGENCIES HAVING JURISDICTION. i 3. THE CONTRACTOR SHALL APPLY FOR AND PROCURE ALL PERMITS AND LICENSES, PAY ALL CHARGES, TAXES; ROYALTIES & FEES, AND GIVE ALL NOTICES NECESSARY TO COMPLETE THIS PROJECT. 6. THE CONTRACTORS SHALL COORDINATE WITH UTILITY COMPANIES TO ARRANGE FOR ANY REMOVAL, RELOCATION AND TEMPORARY SUPPORT OF UTILITY FEATURES, ETC. AS NECESSARY TO COMPLETE THE WORK, IF APPLICABLE. 7. THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL EXISTING UTILITIES TO BE CONNECTED SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REDESIGN BY THE ENGINEER IF SUCH UTILITIES ARE FOUND TO BE DIFFERENT THAN THOSE SHOWN ON PLANS. IV. INSPECTION AND TESTING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD VIA TELEPHONE AND EMAIL AT LEAST TWO BUSINESS DAYS PRIOR TO THE FOLLOWING: a. FINISHED PAVEMENT - PRIOR TO PLACEMENT OF ANY FINISHED ASPHALT, CONCRETE AND/OR BRICK PAVING. b. SUBSTANTIAL COMPLETION c. FINAL INSPECTION REGARDLESS OF WHETHER OR NOT THE ABOVE ARE WITNESSED BY OTHERS, IF THE CONTRACTOR FAILS TO NOTIFY THE ENGINEER OF RECORD AT LEAST 2 BUSINESS DAYS PRIOR AND THESE ARE COMPLETED WITHOUT THE .�...� �,,..:..„. ALIT LJNUJJNnzAyrAck_,vtcL Al INUALLII1.U1NAL(UJ1-IU IIJEC:UN'I'RAC:1' UTHERWISE THE ENGINEER OF RECORD RESERVES THE RIGHT TO REFUSE ISSUANCE OF ANY CERTIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND CALLING FOR ANY TESTING AND INSPECTIONS REQUIRED BY CITY, COUNTY, STATE AND FEDERAL AGENCIES HAVING JURISDICTION OVER THE CONTRACTOR'S WORK. V. TEMPORARY FACILITIES I. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS ENTRANCE TO ADJACENT PROPERTIES AT ALL TIMES. 3. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION. 4. ALL EXISTING DRAINAGE INLETS, DRAINAGE DITCHES AND WATER BODIES ABUTTING THE PROJECT SHALL BE PROTECTED FROM DEBRIS, SILT AND SOIL EROSION (REFER TO EROSION CONTROL PLAN AND DETAILS). EROSION CONTROL MEASURES SHALL BE CAREFULLY MAINTAINED UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE. 5. THE CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS, LIGHTS AND FLAG PERSONS AS NECESSARY FOR THE MAINTENANCE OF TRAFFIC WITHIN PUBLIC RIGHT-OF-WAYS IN ACCORDANCE WITH M.U.T.C.D., BROWARD COUNTY AND FDOT. 6. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED/SHIELDED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRLAN TRAFFIC. 7. NO TRENCHES OR HOLES NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN AND BARRICADED/SHIELDED DURING NIGHTTIME HOURS WITHOUT THE EXPRESS PERMISSION OF THE CITY OF PARKLAND ENGINNEERING DEPARTMENT, AND/OR FDOT. f , � VI. PROJECT CLOSEOUT: I. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEANUP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS/HER WORK, EQUIPMENT AND/OR EMPLOYEES TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS AS DETERMINED BY THE ENGINEER. 3. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES, SIGNS AND ANY OTHER IMPROVEMENTS REMOVED DURING CONSTRUCTION WITH THE SAME TYPE OF MATERIAL AND TO THE CONDITION WHICH EXISTED PRIOR TO THE BEGINNING OF OPERATIONS. 4. WHERE MATERIAL OR DEBRIS HAVE WASHED OR FLOWED INTO, OR HAVE BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION AS DETERMINED BY THE ENGINEER. 5. ALL DISPOSAL OF EXCESS AND UNSUITABLE EXCAVATED MATERIAL, DEMOLITION, VEGETATION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE, WITH THE PRIOR APPROVAL OF THE ENVIRONMENTAL ENGINEER. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 6. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A STATE OF FLORIDA REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 7. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ANY EXISTING FACILITIES NOT FOUND TO BE EXACTLY AS SHOWN ON THE PLANS, AND ANY NEW FACILITIES NOT BUILT EXACTLY ACCORDING TO PLANS. 8. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AS -BUILT GRADES AND LOCATIONS OF FINISHED PAVEMENT, SIDEWALKS, CURBS, DRAINAGE STRUCTURES, AND ALL PHYSICAL IMPROVEMENTS. SUCH GRADES SHALL BE OBTAINED BY A LICENSED SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF FLORIDA, AND SHALL DOCUMENT THE INTENT OF THE PROPOSED GRADES SHOWN ON THE PLANS. THIS SHALL BE DONE AT NO COST TO THE OWNER. 9. CONTRACTOR TO REPLACE ALL FOUND PIPES WITH NAIL AND DISKS. VII. STORM DRAINAGE 1. EXISTING CATCH BASIN GRATES AND MANHOLE RIM ELEVATIONS AS SHOWN ON PLANS SHALL BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES, AS REQUIRED. 2. ALL ONSITE STORM DRAINAGE MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPLICABLE CITY OF PARKLAND ENGINEERING AND FDOT SPECIFICATIONS. 3. ALL PRECAST CONCRETE DRAINAGE CATCH BASINS AND MANHOLES SHALL BE AS MANUFACTURED BY U.S. PRECAST CORPORATION OR APPROVED EQUAL. 4. ALL METAL FRAMES, GRATES AND RIMS FOR PRECAST CONCRETE STORM DRAINAGE MANHOLES AND CATCH BASINS SHALL BE AS MANUFACTURED BY U.S. FOUNDRY OR APPROVED EQUAL. 5. PROVIDE A MINIMUM PROTECTIVE COVER OF 24 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL PROTECT COMPLETED DRAINAGE STRUCTURES AND EXFILTRATION TRENCH SYSTEMS FROM CONTAMINATION OF SILT AND CONSTRUCTION DEBRIS. PLACE PLYWOOD ON, OR FILTER FABRIC BETWEEN, THE FRAME AND INLET GRATE UNTIL CONSTRUCTION OPERATIONS ARE FINISHED. '83WO 9MV0fiddtl -nV H111A Ald=0 01 W20HO NI A6fM303N 38 AM 'i 1ilfll S:0103dSNl 0131d A8 0981n0381 SN01.103✓ U00 ANV 01103PenS 3yV . WOM 03SUOdd 11V ONV Wild 383H1 o w N w is � � o� z i ONO 14 9 C A � o F V) W p z y wC) cn A A V U o co co I---i O m 06 o c CArl m W a O O a a. 00 01 - - _- C' I I � 1 ci ti PROP 6'SIDEti A I VITTERMAN ROAD LXIS PING CIRE.. lI l'DRAFT I ` 1 EX. ROW LI NF. r V 1 (I YP) [=]rn In '• YYY , PP OP. 175m LF METAL ... ®., ,.,., .... , c _ _ x FENCE (TYP.) I `` ' 91 GATE Flo ' i V PROP. ACCESS (SEE DETAIL ON s - SHEET C-201) I 0 — 0 o — 0 — o a - S' 24 WHITE 12" 00` o AR & fr ffC PARKING I w 4`) SIGN T STOP( YP.) m If 12.80' '�� o STALL&SIGN qo n I. SEE SHUT C 201 'lS', FOR DETAILS - �_ k7�- O m (41,27 30 16.56 0 a _ 26 00 C O7 Rj Iw CD O o 47.08' i 45' FI '., I O Z { U CONC. SIDEWALK I I I I z_ (TYP) Ccyl URB RAMP -o�_I - _� �''� I CD CD D 4' SLIDING DOOR — (TYP') {j"? K-" " O O W/ 10'XIS' PAINTED d PROP. ACCESS all 1 1 � m m Z PROP. 485tLF 8'ffiGATE I � �5, LOADING ZONE m CONC. PANEL WALL STUCCO FINISH TO 28 BLDG C EX.12.00' U.E. m D = MATCH ALMOND BLDG D 72,750 SF ' 30 -o I c BLDG BASE COLOR J r 6,675 SF F.F.E.=aasD'NAVD 9 1 PROP. 210m LF METAL ' (SESH ETAIL ON { FP.E.=isso�njc° FENCE TYP. O - SHEET C-201) I I ( ) m Z ) 190' (SEE DETAIL ON Y ' ) � SHEET C-201) a 4' SLIDING DOOR ( } I CANOPY «. I , Fo i 'P W/ 10'XI8' PAINTED (14 FT. CLEAR) I E rSS t PREMISE'S'l LOADING ZONE + E!"SS 8 €d i ITY ---•<_ l � I t,R:�sia�il�t�62 I ii 47.20' L�4 S PROP .ACCESS GATE (TYP) � 16 70 q y I -,. s' 0 T. t31i S` 0 SK I c s. `iA�PPED C 2 43.02 r_ 7954 — — — — — I i:LE't'A'+ON 13,}hF c B I BLDG B 11,250 SF F.F'.E.=1350'NAVD / r - 225' _- 30 x -- -- _ - - 33 I E D , , DB PAGE i 1 , m _ BLDG A PROP .600m LF & CHAIN LINK FENCE, 30 10 ,125 SF 30, ��/ — �� BLACK VINYL COATED (TYP) 0 0 3 ro o ci o i w j o D v .6 o o ° r� .v w g 'v R >a v a u u o � x 0 m 0 a F �-, P.F.E.=13.50 NAVD !. 225 42.84 PROP. OUI DOOR VLHIC.LL S tORSGE(TYP) 30 1... , I IX x x,.. — x -x 79.82' X I JII�I� IIII�I ,, �0 x EXISTING DRAINAGE BASIN (TO BE RESHAPED) II�IIiI; II + i00 0 °i? PLAT BINe,} PAGki:0A J; , o',N-i , f I,DR A i i �I 1® rdj":.::.- ._ ,Si:(...: _;•J'"Wm,....w... Qki'i.... E, Im 0 40 80 SCALE FEET SITE KITTERMAN RD. Ui PRIMA VISTA BLVD. LOCATION MAP NOT TO SCALE LAND USE DATA SITE AREA 4.85 AC (Total 211,346 SF) EXISTING USE VACANT LOT PROPOSED USE 100,800 s£ SELF STORAGE FACILITY (900 UNITS) ZONING CG, GENERAL COMMERCIAL FUTURE LAND USE COMMERCIAL PARCEL ID # : 3415-707-0001-000-0 F.I.R.M. ZONE X (OUTSIDE FLOOD ZONE) CODE COMPLIANCE REQUIRED PROVIDED MIN LOT SIZE 20,000 sf 211,346 sf MIN LOT WIDTH 100 268.39' MIN ROAD FRONTAGE 60 268.39' MIN YARD (BLDG SETBACK) Front 25' 76.03' Rear 20' 238.55' Side 10, 41.07' Side @ Corner 20' N/A LANDSCAPE BUFFER Front 15' 27.53' Side (E) 10, 16.56' Side (W) 10, 12.17' Rear 10, 76.10' MAX. BUILDING HEIGHT 60' BLDG. A = 19.63' BLDG. B = 19.63' BLDG. C = 48.75' BLDG. D = 19.63' LOT COVERAGE 50% 24.7% PERVIOUS AREA -- 32.6% TOTAL VEHICLE PARKING HANDICAP PARKING 0.14/1000 SF = 14 or 1.35/100 units = 12 1 14 2 LAND USE BREAKDOWN ACRES SQ. FEET TOTAL 4.85 211,346 PERVIOUS 1.70 74,052 IMPERVIOUS 3.15 137,294 Building Footprint 1.18 52,277 Vehicular Use 1.95 84,227 Sidewalk 0.02 790 STORAGE UNIT BREAKDOWN BUILDING AIR CONDITIONED UNCONDITIONED A 0 79 B 0 113 C 635 37 D 0 36 SUBTOTAL 635 265 TOTAL UNITS: 900 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS "REQUIRED BY FIELD INSPECTORS THAT "- MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ' , t IPr. i $ Ii ) If ,ir 1 NE € tlE++,: I+ IPd # f 36 n k ECG 0 E A, k 1v' , r� I I � � 1" I! l 0 °A'A I i J.,4 _ _ - -- -- - - -T- - k w t✓ p l v jI r\1 IERMAN ROAD � t, o°' o r r %31 � I .. YHCH' J :PROP. TYPE: D �.... SIDEWALK TIP. CURB TYP. PAOP:135LF...------- Lo�R 15" HDPE WITH 12SO`HqIo C o -o O.. -. 12 ./ (ONNECTTC Z4S- EX. PAVEMENT PROP. IN TYP. 124.. .2p I fTl -- ( EX. DEVELOPMENT - O 0 - \ -U Z 1'3'I0 �( ap '� - �-,1 .." 13 ' - l A (NOT PART OF PROPOSED DRAINAGE 3 a ._. .. ) 1 r R s' 4+[:S SYSTEM) :a! QD � -� C f N 1`a'„ t_ SC1 23 -P O N r1 I31O 9 Ja - E ^• , 6 �"S J3s - r d a PI ;{ FI_. 10,13 - -{ y! _ 4 PROP. 40 LFso r oP' 18" HDPE �� jds, �35, 1� i .; 9: I O = try �° S4 0 SG \ I I N=� = ( I PROP. 67 LF PROP.134LF o -' 15" HDPE is HDPE o- I HE `: (i2C EK`' I 00 D I ia. 1295, tA' ', r OO PROP. 75 LF 5-11 , . N I I 1 I 18" HDPE •`o F`Cr = 0 D D BLDG C R < I, BLDG D S-8 72,750 SF. I I V 6,675 $F F.F.E. _ 1350' NaVD FA18%D FE= 1350' NAVD MHO 1� :, I ' `,._._...,k` I O Z I m PROP. 105 LF S 5 15" HDPE PROP. 87 LF 15" HDPE °I " PROP. 60 LF PROP. 116 IF 24" HDPE PROP. 28 LF 15" HDPE 1 24" HDPE � S-9. s6 .. 'oo �S90 3s S-1090 50 xo 5-12 �s - CONNECT TO EX. PAVEMENT I e h e PROP.8' HDPE _. I BLDG B PROP. 781.F 11,250 SF 30" HDPE PROP. 68 LF ' PROP. ]07. LF 5 F.F.E. 13.50'NAVD a IS" HDPE 15" HDPE s 0� s `` I .... .� C) S 14 O O 5-15 0 e 5-16 O' O 3 O � � Nw 4J ' I I X I Y I F S PROP 68 LF 15" HDPE BLDG A PROP. 53 LF CD 10>125 SF 36"HDPE x /:= �A �\ EX. FLUME !y 1 7 _ F.F.E.=13.50'NANm / I / TOREMAIN , .. f`7 ? I ; I 73Sp I ( w ♦ � I +, o I + 7 PROP. \II I LRLD ,. END SECTION. " o � I I I � �i Ai N, .:.� I d(ll INV, ELEV. 7.00'x i o E�h�12ETENTION SLOPE 11gp ( I I I I 0 REMAIN (SEE NOTE 20) \;.. i + EX. DEVELOPMENT I ) I I I tl I E,iELI Y rti i.ft (PART OF PROPOSED DRAINAGE � e 5 x I I �''PL U,'iP N0k� , r] SYSTEM) III III:; _ 1 - - PROP I2' HEAL 1 RC'11R11 F'LUSII AVI'I'[I ',,FIv1EMP 'k1 I I I EX. FLUME r II t I RANSITI+IN CURB I a ' TO REMAIN ' 10 hl USII OA LR311.(s#�- I \ yp I'RUl' 12 HEADER CURB Al FLUSH \VII'HP%VENIhNT O� \ ~� op v [R1NSIHON CURE X 71.0 -X X X /(i�i/ ���1 EX. CANAL ! TO R USH.OVER 3 F'1'. 10.0' /�( ; EX. MITERED ] 7 / - 9.0' _ END SECTION z;' ? I Ii I TO,�2EMAIN r"� i I I' ilz5', PROP.CONTROLSTR CTURE - ' II o y!+ X X X X X PROP. DRY DETENTION POND I I I� (BOTTOM ELEVATION 8.0') ,'..00' o a F ( -`:4. S"t EX. 18" CMP OUTFALL PIPE - y x, t EX. MITERED 0 END SECTION INV. ELEV. 7.72' - J ( ) 8.0' 9.0 �T`- F TtTyll '.' I I S --io.o 11.0' m -- `� r: Y'-_/%"._ "u"' m .Ww 77ii .a. ( - _ ..._. .. _ ._.. y I HE SU J AND AL PR P0c 12.0 - I I 7H Y CORE + 1 GRADE AT 4:I MAX.. EJ. ;.7 TO MATCH EXISTING (10.0'm)""' 1. REMOVE MITERED END SECTION AND CONNECT EX. - PIPE TO CONTROL STRUCTURE REMOVE EX. PIPE AND INV. ELEV. 8.13' CONTROL STRUCTURE SEE DETAIL ON SHEET C-202 I 1 a, 9 0 3 b ASNl .,, AR LREQUIF{ED B FIELD I 4SPI %Y BE N CESSAf Y IN COn4PLY WI , ALL AI LK D wow TIONS � THAT A TO CODES. wl 0 40 80 SCALE FEET PAVING GRADING AND DRAINAGE NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED - TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 5. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH T PAVEMEN ,AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 10. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 11. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 12. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 13. ALL PIPE CONNECTIONS TO DRAINAGE STRUCTURES SHALL, BE SEALED WATER TIGHT. 14. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 15. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 16. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAWCUT THE FULL DEPTH OF EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. 17. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL JURISDICTIONAL AGENCY. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 18. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT OVER -COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 19. ELEVATIONS SHOWN AT CURB LINE ARE EDGE OF PAVEMENT UNLESS SPECIFIED OTHERWISE. 20. NO OFFSITE GRADING OF EASTSIDE RETENTION BASIN IS ANTICIPATED, CONTRACTOR TO CONFIRM PRIOR TO CONSTRUCTION. IF NECESSARY CONTRACTOR IS AUTHORIZED TO WORK ON THE ADJACENT PROPERTY WITHIN THE EXISTING DRAINAGE EASEMENT PER ORB 2840 PG. 2019 ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) GROUND WATER TABLE EL. = 7.00't NAVD FEMA FLOOD ZONE ELEV. = X (N/A) DRAINAGE STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE TYPE GRATE/RIM EL. INVERT EL. S-1 C-TOP, P-BOTTOM 12.20 7.00 S-2 C-TOP, P-BOTTOM 12.40 7.00 S-3 C-TOP, P-BOTTOM 13.10 7.00 S-4 C-TOP, P-BOTTOM 13.10 7.00 S-5 C-TOP, P-BOTTOM 13.10 7.00 S-6 C-TOP, P-BOTTOM 13.00 7.00 S-7 C-TOP, P-BOTTOM 13.10 7.00 S-8 C-TOP, P-BOTTOM 13.10 7.00 S-9 C-TOP, P-BOTTOM 12.90 7.00 S-10 C-TOP, P-BOTTOM 12.90 7.00 S-I1 C-TOP, P-BOTTOM 13.05 7.00 S-12 C-TOP, P-BOTTOM 12.75 7.00 S-13 MANHOLE 13.20 7.00 S-14 C-TOP, P-BOTTOM 13.10 7.00 S-15 C-TOP, P-BOTTOM 13.10 7.00 S-16 C-TOP, P-BOTTOM 13.10 7.00 S-17 C-TOP, P-BOTTOM 13.10 7.00 S-18 TYPE C 12.35 8.13 • ALL STRUCTURES SHALL BE PER FDOT INDEX 200 • ALL FRAMES AND GRATES IN VEHICULAR USE AREAS SHALL BE TRAFFIC LOAD BEARING N O w ; w Z 000 O a�i q(xj aOQN O W 1n J U � M M M z m 6 W O m � W 00 oo N TYPE 1 PORTLAND CEMENT BRUSH FINISH CONCRETE; COMPRESSIVE STRENGTH AT 28 DAYS OF AT LEAST 3000 PSI 4„ 2„ STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED NOTE: SEE SIDEWALK DETAIL FOR PROCTOR MAXIMUM DRY DENSITY ADDITIONAL INFORMATION REGARDING PER AASHTO T-180 MIN. LBR 40 EXPANSION JOINTS AND REINFORCEMENT SIDEWALK DETAIL N.T.S PROP. 6" TYPE "D" CURB (SEE DETAIL THIS SHEET) 6 811 2" TYPE SP-9.5 FINE MIX - ASPHALTIC CONCRETE . (2. 1 LIFTS) a - N 11 n{ b. / gV/// N % i STANDARD PAVEMENT DETAIL 8" LIMEROCK BASE COURSE (PRIMED) COMPACTED TO 98% MIN OF MAX DENSITY PER AASHTO T-180 WITH A LBR VALUE OF 100 12" STABILIZED SUBGRADE COMPACTED AT 98% MIN OF MAX DENSITY PER AASHTO T-180 WITH A LBR VALUE OF 40 N.T.S. NOTE: BITUMINOUS ASPHALT COARSE MAY BE INSTALLED IN TWO SEPARATE 1" LIFTS TO ALLOW MOBILIZATION OF EQUIPMENT. THE SECOND LIFT OF ASPHALT SHALL NOT BE PLACED UNTIL ALL OTHER WORK ON THE SITE HAS BEEN COMPLETED. UPON COMPLETION OF SECOND LIFT OF ASPHALT, ANY SCRATCHES GOUGES, OR LOSS OF AGGREGATE WILL NOT BE ACCEPTED. CONTRACTOR TO REMEDY ALL HOLES, BLEMISHES, ETC. PRIOR TO THE UNIFORM INSTALLATION OF SECOND LIFT. AFTER SECOND LIFT OF ASPHALT IS INSTALLED, TRAFFIC ROLLING IS REQUIRED. 9 FENCE DETAIL N.T.S. REFER ACI 318-2014 SECTION 7.7.1 6„ MIN. COVERAGE REINF. CONC, EXPOSED TO WEATHER 1-j' MIN. COVERAGE REINF. \ CONC. NOT EXPOSED TO WEATHER yy 4 r (2)y5 BAR #8 BAF CONC. POST 6" §6 BAR #6 BAR R I. 1 1 /2„ 1 1 /2" 6„ M POST & PANEL TYPICAL CONNECTIONS N.T.S. M ' Ej" � r` 2.1" X 12" X 57" PRECAST PANEL W/3-9GA (0.148"0) HORIZ. & W/ 1-9GA � VERT. 0 12" O.C. MIN. COVERAGE 3/4' PRECAST PANEL REFER TO ACI 318-2014, SEC. 7.7.3 I NY I ORkINAGE X 6'��ING (IF NECESSARY) NOTES: 2.11. ALL CONC. USED IN THE CAST IN OF ALL WALL COMPONENT INCLUDING POSTS, PANELS, CAPS, & ETC. BE 4000 PSI AT 28 DAYS. 2. ALL REINFORCING STEEL USED TO BE ASTM A-60, F,60,000 PSI SECTION"A" B. CONCRETE USED IN FOOTING MAY BE 2800 PSI -�� 4. DESIGN ACCORDING TO FEC 2014-5th EDITION ASCE T WIND SPEED 185 MPH, EXP."C" POST CAP, TYP. COLOR: BLACK .` liyy RAIL: TYR COLOR: BLACK Y $0. STEEL TUBE "`- POST. TYP. a COLOR: BLACK 1' SO. PICKET, TIP. COLOR: BLACK BRACKET, TYR. COLOR: BLACK FINISH GRADE �T (VARIES- SEE PUNS) SCREENING WALL DETAIL N.T.S. 4" SIDEWALK - 6" DRIVEWAY ALL RADII Y4" (WHERE TOOLED) ///---Y' EXPANSION JOINT 1-1/2" DEPTH OF Y4" EXPANSION JOINT J SLOT I 50'-0" MAX.'BETWEEN EXPANSION JOINTS TYPICAL LONGITUDINAL SECTION OF SIDEWALK N.T.S. 12 SAWCUT & STRIP BACK EXIST. ASHALT AND 6" ROCKBASE AS SHOWN AND CONNECT TO EXIST. PAVEMENT ASPHALT EXIST. ASPHALT f... IMEROCK BASE ' ""' EXIST. LIMEROCK .. ........ ...'t ................ - - COMPACTED SUBGRADE MTN. LBR. 100 COMPACTED EXIST. SUBGRADE TO 98% AASHTO T-180 MIN. 70 CARBONATES CONNECTION TO EXIST. PAVEMENT N.T.S MINIMLIM DIMENSION RAMP LOCATION A B AT OUTSWING DOOR 44" 60" AT INSWING/SLIDING DOOR 44" 48" NO DOORWAY 36" 36" LANDING E� qk GPe '''2k7SF DETECTABLE WARNING (SEE NOTE 7) / DRAINAGE OPENING 24'W X 6-H (IF NECESSARY) 60" V MAX 4fq � 64 �.�2b RiSF �60 ELEVATION NOT TO EXCEED YZ" APS WITHIN ACCESSIBLE ROUTE. FINISHED GRADE CLI PAVED SURFACE R#' 6" R2 TOP OF _T FINISHED \ 3000 PSI '%�"; 0 6„ PAVEMENT 12" CONCRETE 18 12 /r -I- -1 BASE SUB -GRADE FDOT TYPE I'D" CURB BUILDING WALL OR 6"X6" CURB OR PLANTER ACCESSIBLE RAMP SCALE: N.T.S. DETECTABLE WARNING (NOTE 7) �! 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60" X 60" PASSING SPACE EVERY 200 FEET. 4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 5. THE ACCESSIBLE ROUTE IN FRONT OF PULL - IN PARKING SHALL BE A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 6. ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BE DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING. 7. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP CONSISTING OF EXPOSED AGGREGATE CONCRETE, CUSHIONED SURFACES MADE OF RUBBER OR PLASTIC, OR RAISED STRIPS. GROOVED SURFACES ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING DEPARTMENT. IF TRUNCATED DOMES ARE USED, SEE DETAIL THIS SHEET. 8.SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 11-4.8. 9. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. to. WHEN ACCESSIBLE PARKING ABUTS CURB OR EDGE OF PAVEMENT, PLEASE REFER TO DETAIL FOR STRIPING COLOR, STALL DIMENSIONS AND SLOPE. 11. CHANGE IN LEVEL ALONG ACCESSIBLE ROUTE IS NOT TO EXCEED Ya" WITHOUT A RAMP PER SECTION 11-4.3.8. Public Sidewalk Curb Ramp THREADED P.V.C. RECESSED PLUG OUT RING & COVER FINISHED GRADE N PIPE SIZE VARIES 1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBLE, MIN. T FROM EDGE OF PAVEMENT, BACK OF CURB, EDGE OF DRIVEWAY, LIGHT POLES, TRANSFORMERS, OR POWER POLES. 2. CLEANOUTS INSTALLED IN TRAFFIC LANES OR AREAS SHALL HAVE A TRAFFIC LOAD BEARING RING TYPICAL CLEANOUT INSTALLATION aiiFTPF2T2-061-06 8" White - 22 22' 1 �22' 22' BLUE w D w 3 ° 2 6 ]In= WHITE Flo N g N art�FTP 2T2-061 06 P�ul�g Rla oalk / I I 6" White(TgJ g W �tt 0_►0t,10--, 110', Equally SpDet�WerlAisle. n1l LL I M . Npp 22 arltl A$ 2T2-061-06 alga FTFM-.3d_06 12'• 10' 10, 10 w N N TYPICAL - Public Sidewalk Curb Ramp Typ „E" ,IC„ „B" FOR ACCESSIBLE MARKINGS - SEE ABOVE "DIMENSIONS" 8 „A„ ,/„ » C:, „D„ „E„ 19'-l" 12'-9" 7'-0" 27'-0" 17'-0" 20'-1" 10'-5" 5'-9" 23'-2" 13'-10" NOTES: 1. Dimensions are to the centerline of markings. 2. An Access Aisle is required for each accessible space when angle parking is used. 3. Criteria for pavement markings only, not public sidewalk curb ramp locations. For ramp locations refer to plans. 4. Blue pavement markings shall be tinted to match shade 15180 of Federal Standards 595a. 5. The FTP-22-06 panel shall be mounted below the FTP-21-06 sign. SIDEWALK CTURB RAMPS INRREST AA�EAS iv THLS"L "4NS AND ALI Pj-�C°OSCD WORK ` AFF SUL�JCCT TO ANY CORRECTIONS I?ECUICiffD BY FIELD INSPECTORS THAT * MAY SE NECCSSAI3Y IN OflDz{ TO CCPL4PLY IYITH ALL Al"PUCA,BLE COtDE3. TI 2.7 s.f. moor, �o®■■ ■■■I JO■■■■ ■■■I dam ■■■i ■■■■ ■■■I O■■■■■■ ■■pi ■q■ I AMB ■■ m■■■■■■L 'm■■ sommommok L '4f■■■■W' L 2 OIL `qqmmpp' AMMEM � d . • 00 0 ll I- 00 � A v fA � !t•I a Q z 0 y OI r-I 44 U O(�y AN w C� ' U co m co m 06 tD O tD1�1 I �7 N m ftn rrTT,, F'4 "I ,-I � In w w oCD a w J SHEET NUMBER E pl PROPERTY LINE � SIDEWALK I 27.5't LANDSCAPE ELEV, 9.65m r ELEV. 9.5: 4'1 MAX SECTION A -A PROP. PARKING N.T.S. ELEV. 13.50z PROP. PARKING PROPERTY LINE � I 16' 15' PROPERTY LINE SCREENING WALL NSLRWCD CANAL CANAL T.O.B 10.0'a BOTTOM 7.30'm \ SECTION B-B 24' N.T.S. I TII LANDSCAPE 14'}LAINVJJ AYG 1(L' I tIN I WIN JLUYL N. L GIN I luIN DV 11 VIW AM 1 MIN 11Vry JLVCG O*LC+1VLJl.tfYD SL. V I 201, ELEV. 12.0' - ELEV. 14.0' SL, VARIES 4.1 �ELEV. 8.0' PROPERTY LINE I 1 ELEV. 10.0i —\ 1 R' SECTION C-C N.T.S. tY➢ 12' 10'm LANDSCAPE RETENTION SLOPE RETENTION BOTTOM RETENTION SLOPE Tm LANDSCAPE VARIES ELEV. 12.50' ELEV. 11.0' 30;1m SL MAX. 4:1 I ELEV. 8.0' SECTION D-D N.T.S. PARKING AISLE ELEV. 11.25' PROP. PARKING PROP. HEADER CURB EL 8. w 0 PROP. 4" PDNQ SC --�4: I Pf 12.35 PROP. 4" DIA. ORIFICE EL 7.0' NAVD OUTFALL STRUCTURE S-18 w EL 12.35 PROP. 4" DIA ORIFICE — EX. 18" CMP AON 0 (Opp GWT EL 7.0' NAVD BOTTOM OF POND EL 8.0' NAVD p 0 « W N> OO a r Lf) z CG w q ^ H O lJ V �LX N N A O z x O O V) V) � U W A Qi V n� i� I 0 U a F ti U co m m ~ O IT ti P J f f�"I • Qmill � Ci W C N M am., r' H,+„1 �o O 4� W N FILE COP" IQ� 1rL,_1 ,1 THESE PLANS AND ALL PROPOSED WORK • ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS T14AT +: MAY BE NECESSARY IN ORDER TO CCt,iPLY WITH ALL APPLICABLE CCDE& � ~� „I 24c1 ' +,aib a��Ie �: _afllJl h R't','�'inR 40 � ��f EX. 12" WM OF WA" k EX. 6" G.V. , ro ::.... / EX. 8" FM EX. 16" WM ._. w_......_a.: w CSERVICE PROP. 2"POTABLE CONNECTION PER LUSD DETAIL W-02 / REMOVE CAP AND PLUG J AND EXTEND EX. 6" WM AS NECESSARY PROP. 6" ISOLATIONALVE PER PSLUSD DETAIL W-07 (POINT OF SERVICE) PROP. 6" DDCV WITH FDC / 9 9 I PROP 6 PACE PIRL SNRVICT PROP ]'PE POPAR IF SERA ICE I rilIi << PROP LIGHT POLL (IIP.) n n BLDG C 72,750 SF F.F.S.= 13.50'NAV BLDG A . 10,125 SF <.' F.F.E. =13.50' NAVD a 4 1 I I N rn rn _ _ I 70 C3 C O C o : I �O C7 = f I I rQ _ Cn Z m DCD v I O Z rn i C>J r PROP. 6" CO 1M'. EL. 10.55' I i �- PROP. 45' BENDS _ \\ � PROP. 67 LF 6" PVC LATERAL @ i"/FT MIN. SLOPE #��stg 7 to f x x x- _X- 0 40 80 SCALE FEET UTILITY NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. SANITARY SEWER LATERALS SHALL BE 6" PVC SCHEDULE 40 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3 FT. OF COVER ON ALL WATER MAINS. 6. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 7. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 8. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 11. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. THESE DUNS AND ALL PROPOSED WORK - ARE SUBJECT TO ANY CORRECTIONS `'REQUIRED BY FIELD INSPECTORS THAT *. MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL A?PUCABLE CODE3. An 31 MINIMUM SEPARATION BETWEEN PELUSO FACILITIES AND OTHER UTILITIES zgpa; 73fl�a mwm�c 002 m_1�9 q5 UM a me a m Ea iE z Nyy~ 9 A a aXma C F'0 AO my �m my Z N (i) WATER MAIN SHOULD CROSS OVER OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 18". i p (Ty RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. Z (3) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAA. (4) A PSLUSD FACILITY INCLUDES MAINS AND STRUCTURES FOR POTABLE WATER, WASTEWATER AND RECLAIMED WATER. WHEN A GRAVITY SEWER IS TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE GREATER THAN 15" DIAMETERA MINIMUM HORIZONTAL SEPARATION OF IS'SHALL BE MAINTAINED; GREATER SEPARATION MAY BE REQUIRED BY PSLUSD FOR PIPES LARGER THAN 24" IN DIAMETER. WHEN A FORCE MAIN OR RECLAIMED WATER MAIN IS TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE A MINIMUM HORIZONTAL SEPARATION OF W SHALL BE MAINTAINED; A GREATER SEPARATION MAY m a BE REQUIRED FOR DRAINAGE PIPES LARGER THAN 48" IN DIAMETER. e� * y u . P OTHER PIPE HORIZONTAL SEPARATION CROSSINGS (1) JOINT SPACING O CROSSINGS (FULL JOINT CENTERED) GRAVITY OR PRESSURE SANITARY FEWER, WgTER MAIN WATER MAIN SANITARY SEWER FORCE MAIN, RECLAIMED WATER (3), 10' MI IMUM 18" MIMI IM 8' MII NIMUM VACUUM SANITARY SERVICE WATER MAIN (q) ALL OTHER FACILITIES, INCLUDING BUT NOT LIMITED TO: PSLUSD FACILITY � PSLUSD FACILITY 5'MI STORM SEWER, 18". MINIMI STORM WATER FORCE MAIN, RECLAIMED WATER (2), 1SPH--I 3'MIL. NIMUM ' � TELEPHONE, GABLE TV, POWER, ETC. -�-�(II4) WATER MAIN ON -BITE SEWAGE TREATMENT f0' MINIMUM -- -- ANO DISPOSAL SYSTEM HORIZONTAL BENDS 11111/� 22221� 45' 101 L eo° 10,1 TEE * IN -LINE VALVE �r 1 9D° NOTES: 1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING ASSUMPTIONS: - SOIL CONDITIONS: SILTY SAND (SM) TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED) - MINIMUM COVER', 3 FT - SAFETY FACTOR', 1.6 - TEST PRESSURE', 160 PSI - ° SIZE ON SIZE TEE & & LENGTH ALONG RUN 2. IF FIELD CONDITIONS DIFFER FROM THE ABOVE,THE ENGINEER -OF -RECORD. FOR SHALL SUBMIT CALCULATIONS PSLUSD, SD,( ) BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSW SO. MINIMYM CONBTRNOTION STANDARDS FOq DETAIL: 6-09 [E,q,, mn of PORT sr. wnePIPELINE RESTRAINTDATE'2015 FORT sr�uc.., a a4ea3 RECIUIREMENTS(HORIZONTAL) ecALE: x.rs. FNONE(772) O73b400 FAX(772) BT1643] SNEET:1 OF 3 HORIZONTAL- L (FEET) DIAMETER it-1l4' 22-1 i2° 45' 80° TEE" (BRANCH) VALVES OR DEAD END 4' 2 4 B 18 20 39 6" 3 5 tt 25 36 55 6" 4 7 74 '. 33 62 72 10" 4 '8 16 39 65 87 12" 5 9 19 45 80 102 14" 5 11 21 57 93 1t8 i6" 6 12 24 57 t07 131 7 13 2fi 83745 7 14 29. 68133 159 8 1833 79 157 185 10 19 39 93 192 222 142- 11 21 44 10fi 225 257 12 2A49 117254 289 13 26 53 128 283 321 ROUNDED CONCRETE OR CAP 6" SCH 40 STEEL PIPE OR DIP FILLED WITH AND SET IN CONCRETE TWO COATS OF YELLOW PAINT SLOPE CONCRETE TO DRAIN-\ EXISTING GRADE 0.35 YD3 CONC. MIN. (3000 P.S.I.) EXISTING PAVEMENT EXISTING BASE n` ...... � 4, MIN. 44 4.x UNDISTURBED SOIL I ` . n �\ 74 MINIMUMCONSTRUCTIONST. LUCIE STANDARD 8 FOR FILENAME 0-19 p dyy. CITY OF PORT ST. LUCIE FILENA E l43g, 900 S.E. OGDEN LANE BOLLARD DETAIL N"'444�"'K^^^ PORT ST. LUCIE, FL 34883 SCALE: N.T b. ,,,• PNONE.IZ7ZIEZ.AIMIR`Ax IT 31 W^: EXCAVATED TREND SOLID WIDT� SOLID COPPER LOCATOR WIRE I SHALL BE PLACED ON TOP OF PIPE AND LOOPED AT EACH BELL FOR I - INISHED ALL WATER AND FORCE MAINS FINAL \ I j BACKFILL \ I l \\ I SEE NOTE #4 ♦ �I L \ 6"MIN. 6"MIN. " J (FLAT TAMP) n 12" MAX. 72" MAX. \ LTERIAL o¢ INITIAL \ �� � PIPE mQ BACKFILL _ \i PIpE (SIDE TAMP) w� HAUNCHING BEDDING FOUNDATION (REQUIRED WHEN UNSUITABLE �q\\ ENCAOUNTERIED) � \ `UNDISTURBED SOIL NOTES: 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS, IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12"MIN. COVER BEFORE INSTALLATION OF PIPE. 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 8 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED, 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 5. AN APPROVED LOCATOR WIRE SHALL BE USED. 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS. � MINIMUM LONBTRUBT:ON eTgNOgfl08 FOR DETAIL: 0.09 1 .iv (jt clir of Boer sT. wcre STANDARD PIPE TRENCH CROSS DATE: 2015 �\�11 TV Si.0LUCIE,aoeNLAFL 399BJ NE SECTION POR. SCALE: N.T.B. " PHONE (]]318]3-8900 FAX (773)W3R933 _ SHEET:1 OF 1 I VERTICAL BE�DS L I I' 11 1/a t 1/4' L 11 t /z• LANE VERTICAL OFFSET -L(F_ET) DIAMETER qi-YIP ' 22-112" 45' 90' UPPER LOWER UPPER LOWER UPPER LOWER UPPER LOWER BEND BEND 'BEND BEND BEND BEND BEND BEND 4" 4 2 6 3 17 5 39 V. 8 2 it 4 23 7 55 16 8' B 2 75 4 30 9 72 20 10" 9 3 18 5 36 10 87 24 '12' 77 3 21 fi 43 12 102 28 14" 72 4 24 7 49 14 118 32 18" 13 4 27 8 55 16' 731 36 18" 75 4 29 6 60 17 145 10 20" 16 5 32 9 66 19 158 aq 24" 78 - 8 37 if 77 22 ' 705 61 30" 22 7 45 13 92 26 222 62 38" 26 B 52 16 107 30 256 71 42 29 B 58 18 120 34 289 BO 46" 32 9 64 18 133 37 320 88 SPACING NOTES: 1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING ASSUMPTIONS: -SOIL CONDITIONS: SILTY SAND (SM) -TRENCH TYPE: 3(PIPE BEDDED IN 4" MINIMUM OF LOOSE BOIL WITH BACKFILL LIGHTEN COMPACTED) -UPPER SIDE MINIMUM COVER: 3 FT - LOWER SIDE MINIMUM COVER: 5 FT -SAFETY FACTOR: 1.5 -TEST PRESSURE: 150 PSI 2. WHEN CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEEROF-RECORD(FOR) SHALL SUBMIT CALCULATIONS FOR REVIEW AND APPROVAL OF PSLUSD. 3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL 6E RESTRAINED. l' MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: GAB nn of PORT eT. LUGM PIPELINE RESTRAINT DATE: 2o1s BOOB. E.OGDEN PORT aT.wue, FL 34ae3 REQUIREMENTS (VERTICAL) SCALE: N.T. PNONe Tl2 aTY6900 FUl b2 B]8-6933 1 1 1 1 SHFET:1 OF 2 REDUCED PRESSURE ZONE (RPZ) '. BACKFLOW PREVENTION ASSEMBLY SEE CHART FOR BALL VALVE METER / ((TYPICAL) ANGLE VALVE METER VALVE J METER -- t121 �2' 12" MIN. 24" MA%. 1 BUILDING TYPE "K" COPPE UTILITY CUSTOMER -OR BRASS MAINTAINED MAINTAINED TO SEE STANDARD VALVE / \ BOX DETAIL G-07 / \ FINISHED GRADE VARIES MALE IRON PIPE THREAD TO \ ° L PACK JOIN1 COUPLING (BRASS) POLYETHYLENE PIPE i SERVICE SADDLE ,L,IR"., TYPE "K" COPPER OR BRASS RESILIENT SEAT GATE VALVE BAG OF CONCRETE MIX 90' ELBOW/BRASS PACK JOINT NOTES, 1. THE ENGINEER -OF -RECORD SHALL SIZE THE PIPE, FITTINGS, VALVES AND APPURTENANCES; THE MINIMUM SHALL BE 2" UP TO THE ANGLE VALVE. 2. BOTH RISERS SHALL BE BRASS OR TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS THREADED FITTINGS AND ADAPTERS. 3. ADDITIONAL SUPPORT SHALL BE PROVIDED AS NECESSARY TO SECURELY SUPPORT THE BACK FLOW PREVENTION ASSEMBLY. 4. VALVE, SADDLE AND APPURTENANCES SHALL BE PER THE QUALIFIED PRODUCTS LIST. 5. METERS 2" OR SMALLER SHALL BE PURCHASED FROM AND INSTALLED BY PSLUSD. SEE SHEET 2 FOR MULTI -SERVICE METER BANK ASSEMBLY. 6. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. MINIMUM CONSTRUCTION STANDARDS FOR DETAL: W-03 i ``t` cln of PORT ar.wmE COMMERCIAL WATER DATE: NH5 { j"i SOD S.E. OGDEN LANE • PORT aT. LUCIE FL 34883 EaALEI N.T.B. SERVICE CONNECTION 734 METER SIZE NOTES: 1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING ASSUMPTIONS: -SOIL CONDITIONS: SILTY SAND (SM) -TRENCH TYPE: 3(PIPE BEDDED IN 4" MINIMUM OF LOOSE BOIL WITH BACKFILL LIGHTEN COMPACTED) -UPPER SIDE MINIMUM COVER: 3 FT - LOWER SIDE MINIMUM COVER: 5 FT -SAFETY FACTOR: 1.5 -TEST PRESSURE: 150 PSI 2. WHEN CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEEROF-RECORD(FOR) SHALL SUBMIT CALCULATIONS FOR REVIEW AND APPROVAL OF PSLUSD. 3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL 6E RESTRAINED. l' MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: GAB nn of PORT eT. LUGM PIPELINE RESTRAINT DATE: 2o1s BOOB. E.OGDEN PORT aT.wue, FL 34ae3 REQUIREMENTS (VERTICAL) SCALE: N.T. PNONe Tl2 aTY6900 FUl b2 B]8-6933 1 1 1 1 SHFET:1 OF 2 REDUCED PRESSURE ZONE (RPZ) '. BACKFLOW PREVENTION ASSEMBLY SEE CHART FOR BALL VALVE METER / ((TYPICAL) ANGLE VALVE METER VALVE J METER -- t121 �2' 12" MIN. 24" MA%. 1 BUILDING TYPE "K" COPPE UTILITY CUSTOMER -OR BRASS MAINTAINED MAINTAINED TO SEE STANDARD VALVE / \ BOX DETAIL G-07 / \ FINISHED GRADE VARIES MALE IRON PIPE THREAD TO \ ° L PACK JOIN1 COUPLING (BRASS) POLYETHYLENE PIPE i SERVICE SADDLE ,L,IR"., TYPE "K" COPPER OR BRASS RESILIENT SEAT GATE VALVE BAG OF CONCRETE MIX 90' ELBOW/BRASS PACK JOINT NOTES, 1. THE ENGINEER -OF -RECORD SHALL SIZE THE PIPE, FITTINGS, VALVES AND APPURTENANCES; THE MINIMUM SHALL BE 2" UP TO THE ANGLE VALVE. 2. BOTH RISERS SHALL BE BRASS OR TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS THREADED FITTINGS AND ADAPTERS. 3. ADDITIONAL SUPPORT SHALL BE PROVIDED AS NECESSARY TO SECURELY SUPPORT THE BACK FLOW PREVENTION ASSEMBLY. 4. VALVE, SADDLE AND APPURTENANCES SHALL BE PER THE QUALIFIED PRODUCTS LIST. 5. METERS 2" OR SMALLER SHALL BE PURCHASED FROM AND INSTALLED BY PSLUSD. SEE SHEET 2 FOR MULTI -SERVICE METER BANK ASSEMBLY. 6. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. MINIMUM CONSTRUCTION STANDARDS FOR DETAL: W-03 i ``t` cln of PORT ar.wmE COMMERCIAL WATER DATE: NH5 { j"i SOD S.E. OGDEN LANE • PORT aT. LUCIE FL 34883 EaALEI N.T.B. SERVICE CONNECTION 734 METER SIZE REDUCED PRESSURE ZONE (RPZ) '. BACKFLOW PREVENTION ASSEMBLY SEE CHART FOR BALL VALVE METER / ((TYPICAL) ANGLE VALVE METER VALVE J METER -- t121 �2' 12" MIN. 24" MA%. 1 BUILDING TYPE "K" COPPE UTILITY CUSTOMER -OR BRASS MAINTAINED MAINTAINED TO SEE STANDARD VALVE / \ BOX DETAIL G-07 / \ FINISHED GRADE VARIES MALE IRON PIPE THREAD TO \ ° L PACK JOIN1 COUPLING (BRASS) POLYETHYLENE PIPE i SERVICE SADDLE ,L,IR"., TYPE "K" COPPER OR BRASS RESILIENT SEAT GATE VALVE BAG OF CONCRETE MIX 90' ELBOW/BRASS PACK JOINT NOTES, 1. THE ENGINEER -OF -RECORD SHALL SIZE THE PIPE, FITTINGS, VALVES AND APPURTENANCES; THE MINIMUM SHALL BE 2" UP TO THE ANGLE VALVE. 2. BOTH RISERS SHALL BE BRASS OR TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS THREADED FITTINGS AND ADAPTERS. 3. ADDITIONAL SUPPORT SHALL BE PROVIDED AS NECESSARY TO SECURELY SUPPORT THE BACK FLOW PREVENTION ASSEMBLY. 4. VALVE, SADDLE AND APPURTENANCES SHALL BE PER THE QUALIFIED PRODUCTS LIST. 5. METERS 2" OR SMALLER SHALL BE PURCHASED FROM AND INSTALLED BY PSLUSD. SEE SHEET 2 FOR MULTI -SERVICE METER BANK ASSEMBLY. 6. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. MINIMUM CONSTRUCTION STANDARDS FOR DETAL: W-03 i ``t` cln of PORT ar.wmE COMMERCIAL WATER DATE: NH5 { j"i SOD S.E. OGDEN LANE • PORT aT. LUCIE FL 34883 EaALEI N.T.B. SERVICE CONNECTION 734 METER SIZE METER SPACE 5 8" 7-1/2' 58"x34" 7-1/2" 1" 10-3/4" 1"-1 2" 13" 2" 17" 24" WATER, SEWER OR REUSE CAST IN COVER AS APPLICABLE 'i ' 3^0 %}" THICK BRONZE DISC ANCHORED IN CONCRETE ' 4" WIRE PORT � PAD WITH HOOK DISPLAYING }" DEEP LETTERS CAST '. INTO DISC STATING NUMBER OF TURNS TO OPERATE 8 .SCHEMATICALLY IDENTIKIEO MAIN 8 VALVE LOCATION 24" A 6FGV A 12^ II �-4�„ XX. TURNS '1t CONCRETE VALVE COLLAR PIN FOR ANCHOR SECTION A -A p4 REBAR 24"%24"X6°THICK --CONCRETE COLLAR FINISH GRADE MATCH EXISTING SURFACE WIRE PORT `ROAD MATERIAL CAST IRON VALVE BOX Z P VALVE BOX ALIGNMENT DEVICE � LOCATOR (SEE NOTE x2) WIRE VALVE RISER PIPE PIPE PER I, APPROVED PLANS BAG OF CONCRBTE MIX NOTES: 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30"BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED, 2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX AGAINST THE OPERATING NUT. 3. BOLT GOWN COVER SHALL 8E USED IN ALL AREAS. 4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED. ' B. RPM'S SHALL NOT 8E INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS, 8. THE TOP SIDE OF THE VALVE SOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS. .:' MINIMUM CONSTRUCTION STANDARDS FOR OETAId G.W CIn OF PORT AT. LUCIE GATE: 2015 1 ;1yj�T'='t BOO S.E. OOOEN LANE TYPICAL VALVE BOX AND COLLAR PORT ST. LUCIE, FL 94883 SOALE: N.T.B. PHONE I ]TE1 Y84B]00 FAR 1 ]T21 e 439 Ir � BHEET:1 OF 2 u REDUCER L NOTES: 1, THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING ASSUMPTIONS'. -SOIL CONDITIONS: SILTY SAND (SM) -TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTEN COMPACTED) -MINIMUM COVER: 3 FT -SAFETY FACTOR: 1.5 -TEST PRESSURE: 150 PSI 21F FIELD CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER -OF -RECORD (FOR) SHALL SUBMIT CALCULATIONS BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSD. IE MINIMUM CONBTRVCTION BTANDMDB FOR lrrBePgrar.walePIPELINE eoB a.E,oaoexLANPBRT Br. LUCIE , FL 348B3 PHONE I7731 BT1B400 P4%IT1]I 87Y64]] RESTRAINT REQUIREMENTS (REDUCER) OeTAIL: 0.0E DAre: ]Dte BCALfl N.T.S. SHEET: ] OF 9 L =RETRAINED LENGTH AT LARGER SIZE Of REDUCER (FEET) DIAMETER 4" 6" B" 10" i2" 14" 78" 78" 20" 24" 30" 38" 42" 48" 4" 29 52 71 89 105 121 136 151 179 217 253 285 316 6" 31 53 74 93 111 127 t43 177 211 249 282 375 8" 29 54 76 96 114 131 163 204 243 277 310 ID" 30 55 78 98 117 151 195 235 271 305 12" 30 5fi 79 100 137 184 226 263 299 14' 30 5fi 79 120 171 216 255 292 i6' 30 5fi 101 156 204 245 283 30 80 140 190 233 273 56 121 175 221 263 78 141 t92 238 042- 78 740 194 139 75 UTILITY MAINTAINED CUSTOMER MAINTAINED SEE TYPICAL VALVE POINT OF SERVICE (P.O.S.) BOX AND COLLAR DETECTOR METER DETAIL G-07 FROM MAIN SOW, tee, TO CONSUMER LSHUT-OFF VALVE • DOUBLE CHECK/DETECTOR SEE NOTE #4 BACKFLOW PREVENTION ASSEMBLY LENGTH VARIES PLAN VIEW RESILIENT SEAT OS&Y GATE VALVE (TYP) TEST PORT (NPjE o Y90' (TYP) SEE NOTE �2 12" MIN. FINISH GRADE all t 24" MAX B" MIN. 6" THICK CONCRETE " (3,000 P51) WITH 6X6 WIRE MESH ADJUSTABLE DEPTH VARIES RESTRAINED PIPE PIPE SUPPORTS 30" MIN. PER DETAILS & ANCHORED TO PAD SPECIFICATIONS SEE DETAIL G-OB SIDE ELEVATION VIEW NOTES- 1. ALL PIPE AND FITTINGS SHALL BE CLASS 53 DUCTILE IRON INCLUDING AND IN BETWEEN BURIED ELBOWS. I 2. ALL UNDERGROUND FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT TYPE &ALL ABOVE GROUND FITTINGS SHALL BE FLANGE JOINTS WITH FULL FACE NEOPRENE GASKETS, WITH STAINLESS *TEFL BOLTS. 3. A 3/8" STAINLESS STEEL CHAIN &LOCK SHALL BE PROVIDED BY CONTRACTOR FOR TH .I REQUIRED BY THE PSLUSD. VALVES TO BE LOCKED IN OPEN POSITION. �'" ' 4. TO MAINTAIN CONTINUITY OF SERVICE DURING REPAIRS TO THE ASSEMBLY, AN ISOLATION VALVE SHALL BE PROVIDED ON THE UTILfTY'S MAIN AS SHOWN. 5. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. 6. A BRASS PLUG SHALL BE INSTALLED IN ALL TEST PORTS. DETAIL: W-0T MINIMUM CONSTRUCTION STANDARDS FOR crtr OF PDgr ar. wcle FIRE SERVICE DAre: zme voxr ai iu IE FL 99083 BAC KFLOW ASSEMBLY ecALE: x.r.8, O STANDARD USTMENT ' DLE I PIPE SITE THREAD DIAMETER (A) PIPE DIAMETER (fi) BASE (C) 'HOLE DIAMETER (0) U-BOLT (E) VERTICAL ADJUSTMENT (F) STOCK SIZE (G) 2" 7" 2" 114 X 8" X 8" 9/16" 318" B" 3/18" X 2-1/2" 3" 1" 2-1/2" 114 X 6' X 6" 9/16" 318" 6" 3/16" X 2-i12" 4" 1" 2-i12" 114 X6'X6" 9/16" 1/2" 8" 3116`X 2-112" 8" 1-1Y2" 2-112" 114 X 8'X 6" 9/16" 1/2" fi" 1/4 X 3' 1-7/2"3" 3/B" XB"X 9"11/16-1ill" 6"i/4" X 3" Eo'� 3" 3/8" X 9" X 9" 11/18" 5/8" 8" 1/4" X 3" 12" 1-1/2" 3" 3/8'X 11"X.11" 13/16" 3/4" fi" 1/4"X 3" NOTES:. t. 1/4" NEOPRENE SEAT OR GASKET TO BE PLACED BETWEEN PIPE AND SUPPORT. 2. SUPPORT MATERIAL TO BE 318 STAINLESS STEEL FOR SEWER AND GALVANIZED FOR WATER MAINS UNLESS APPROVED IN WRITING BY PSLUSD.TOP RAIL 15/8" 3" SCH I J BRACE GSP SPA DIAWITH TURNBUCKLE (FULL FENCE CONCRETE FOOTING 12'0 ROUND CONCRETE FOOTING fu_ GATE GATE POST 1. AN CHAIN LINK FENCE, AT LEAST 61 HIGH SHALL BE PROVIDED. 2, COATED STEEL WOVEN WIRE FABRIC SHALL BE STRETCHED TAUT WITH STRETCHER BARS AND STRAPS, FASTENED TOP & BOTTOM AT LINE POSTS WITH GALVANIZED PIG RING TIES. 3. THE GATE SHALL BE SEMI -TRANSPARENT TO ALLOW FOR VISUAL INSPECTION BY PSLUSD. 4. GATES TO BE SECURED OPEN WITH GATE STOP SET IN CONCRETE, 5. ALL MATERIAL SHALL BE BLACK IN COLOR. CUT OF PORT AT. UU.H1 000 S.E. OGDEN LANE PORT ST. LUCIa, FIL 34983 FENCE DETAILS GONALROD WITH DIAGONAL BRACE I] / MNIMUM CONSTRUCTION STANDARDS FOR FILE NAME: G-OB (�`UL4` CITY OF PORT 9T. LUCIE GATE12018 i I s6B s.E. oaow LANE PIPE SUPPORT � .,, � PORT ST. LUCIE, FL 39963 SCALE H.T.B. - PHONE I]]218]}6900 FAX (778) E78b/88 BNEET:I OF 40 " FINISH COVER MARKED "PSL SEWER" GRADE' AND PAINTED GREEN 9 d'e � \ Z ACCESS AND C [114 GRADE N CONCRETE COLLAR W/ (1) #4 REBAR SCREW CAP/PLUG T16"RISER S 45' PVC ELBOW LE CO MARKER BALL 45' PVC WYE (SEE NOTE #3) �_------ "pvc PVC CAP AT NOTES: TERMINUS 1. AN ACCESS BOX AND COVER SHALL BE USED. 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. 3, MARKER BALL SHALL BE STRAPPED TO THE ELBOW. MINIMUM COR$iRVtTIOx STANDARDS FOR DETAIL: W W-OE CITYOFPORT8TLUCIEOATEI 401$ eooB.E.ODOENLgNESANITARY SEWER CLEANOUTPORT ST. LUCIE, FL ]4889 ix+11€s I8.E4i3_. un THESE PL.4P3S AND ALL PROPOSED VVC?R'IC ARE SUBJECT TO ANY CQpRECTICPJS '"REQUIRED BY fiELD INSPECTORS THAT T. MAYBE NECESSARY IN ORDER TO COMPLY t71iTN ALL AIQIALfC.4BLE CCOf , CAI M I{F�'9II •-I M • Pt..I, fl1,: a. n d I' M1 y 8, KITTERMAN ROAD _ __._.:._: _- T,. _. _...... a CupiAZII � ( C "� { r " 17-7 +,. } PROP. CHAIN LINK CONSTRUCTION FENCE AND SILT FENCE(TYP.) �.. I i fj - R }k .__.,. .i.R , 1 i eh. tfiG2 .. - u�e� I PROP. STABILIZED F( > § h f. (1LAR F71 1 I -I CONST. ENTRANCE (ECt , t s h h: �,.,, MP.t•I f I -: I�J I©I ._...�._ ;k 92I o I' rdl z 12 EMES CO C I ( N Ew # 102' P O N ono . ;01 I o�:u 70 z 1_J _ _ = i CD fdt( E iY I O O O > Zo I � ❑J C/) z i 1 Y > :r- I I � II BLDG C —� < s ) BLDG D 72,750 SF qqqq ( jj 7 I 6675SF F.F.E.=13.50'NAVD �. .}..bs�' F I 'q 1 ty'fM� i F.P.B.=13.50 NAVD0 >f __ CA B RI dtN« rasp ENc'Naan t HI CATCH BASIN J -- -" 13.447` i L>* I I It SILT SCREEN TYP. L _ _ _ _ x. 1 t 1 1 I I w ra �I xc li 1�k I 7 i_t II k� 77 Uj U) hCP °Mi1i •_• •n 6 E k .. iv . f xx L_ 3,73 .t> ... 3300' PLh 00.T f AGL 15'`--ITI �I r 1 1 l01 IDi R-i .a - 0 --i ��- try I __.�.� _l ''a 1k L+7 � ; I a •.. a, � I I I , I > E~°rt t LUCA £;Ei1 NT , ROAM �I l 1 I !)PVIY#i ry to ' x I i I I III I l l l ICI �� 1, A T» "fi I � 1 cr � r ; , ;;. rt.IrMl 1 I ,. :E,a. Iz,,w I —4, Ik , /I P'.,, f: I I I Y� t i ,l I y � T , I I —— ---- — -- �I I- I S �I N 0 40 80 SCALE FEET EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST STEELOR � WOOD POST 36" HIGH MAX. w�� r 3PA&NG WITH WIRE Z FENCE 6' MAX. SPACING WITHOUT L FILTER FABRIC ATTACHED SECURELY TO UPSTREAM SIDE OF POST 4"X6" TRENCH WITH COMPA BACKFILL STANDARD DETAIL TRENCH WITH NATIVE BACKFILL NOTE: I. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, SILTTENCE' DETAI PONDING HEIGHT ALTERNATE DETAIL TRENCH WITH GRAVEL gym` s EXIST. FRAME GRATE FLOW - EXIST. SURFACE FLOW PROP. GEO-TEXTILE FABRIC CATCH BASIN SILT BARRIER L 17_'TAIL N. T. S. NOTES: 1. CONTRACTOR SHALL PERFORM DAILY INSPECTIONS OF GEO-TEXTILE FABRIC BARRIER AND AS NECESSARY REPLACE OR REPAIR AS REQUIRED, SPECIFICALLY AFTER STORM EVENTS AND LARGE RAINFALL EVENTS. 2. SEDIMENTATION AND DEBRIS THAT ARE REMOVED FROM BARRIERS SHALL BE LEGALLY DISPOSED OF AT AN AUTHORIZED OFF -SITE DISPOSAL FACILITY. MAINTENANCE ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE: ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION. (SUITABLE FOR PARKING STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND, 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED. IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. * It should be noted that the measures identified on this plan are only suggested BMP(s). The contractor shall provide pollution prevention and erosion control measures as necessary to conform to current City, FDEP, and SFWMD codes and specifications. SEQUENCE OF CONSTRUCTION UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA—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—CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS NECESSARY FOR CONSTRUCTION a 10' MINIMUM 4'-6" CLEAN STONE SO, \'rG -- N MIN. 0.5% GRADE DOWN / FROM PUBLIC STREET STABILIZED CONSTRUCTION ENTRANCE (SCE) N.T.S. THESE PL,1NS AND ALL PROPOSED WO?K ARE SUBJECT TO ANY CORRECTIONS `R,EOUIRED BY FIELD INSPECTORS THAT t. MAYBE NECESSARY IN ORDER TO COMXf WITH ALL APPLICABLE COVES. ONDING I CURB INLET SILT BARRIER SECTION A -A N.T.S. DETAIL NOTES: N.T.S. 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 1 m i i BEST MANAGEMENT PRACTICES (BMPS): THIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH APPROPRIATE CONDITIONS OF THE ST. LUCIE COUNTY LAND DEVELOPMENT REGULATIONS, THE RULES OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), CHAPTER 17-25, F.A.C., THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), CHAPTER 40D-4, F.A.C. AND THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (EPA) DOCUMENT NO. EPA 832/R-92-005 (SEPTEMBER 1992). THE PLAN ADDRESSES THE FOLLOWING: A. PREVENT LOSS OF SOIL DURING CONSTRUCTION BY STORMWATER RUNOFF AND/OR WIND EROSION, " INCLUDING PROTECTING TOPSOIL BY STOCKPILING FOR REUSE. B. SEDIMENTION PROTECTION OF STORM SEWER OR RECEIVING STREAM. C. PREVENTPOLLUTING THE AIR WITH DUST AND PARTICULATE MATTER. THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATE SITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. ALSO IDENTIFIED IS A CROSS-REFERENCE TO A DIAGRAM OR FIGURE REPRESENTING THE TECHNIQUE. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BMP(S). THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. CONTRACTOR SHALL PREPARE REQUIRED NPDES DOCUMENTATION AND OBTAIN PERMIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE THE REQUIRED NPDES DOCUMENT AND OBTAIN THE NPDES PERMIT. ALL COST ASSOCIATED WITH SUCH WORK SHALL BE DEEMED INCIDENTAL TO THE PROJECT LUMP SUM COST. GENERAL EROSION CONTROL NOTES: A. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING, THE STANDARD DETAILS, THE NPDES PERMIT (TO BE OBTAINED BY CONTRACTOR) AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THIS DRAWING AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP) IN ALL CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. FUEL SPILLS AND LEAKS PREVENTION 2. PREVENT/REDUCE VEHICLE AND EQUIPTMENT WASHING AND STEAM CLEANING 3. VEHICLE AND EQUIPTMENT MAINTENANCE AND REPAIR 4. PROPER OUTDOOR LOADING/UNLOADING OF MATERIALS 5. PREVENT/REDUCE OUTDOOR STORAGE OF RAW MATERIALS, PRODUCTS, AND BY-PRODUCTS 6. SOLID WASTE MANAGEMENT 7. HAZARDOUS WASTE MANAGEMENT 8. CONCRETE WASTE MANAGEMENT 9. SANDBLASTING WASTE MANAGEMENT 10. STRUCTURE CONSTRUCTION AND PAINTING 11. SPILL PREVENTION AND CONTROL 12. CONTAMINATED SOIL MANAGEMENT 13. SANITARY/SEPTIC WASTE MANAGEMENT 14. SOIL EROSION CONTROL 15. STORM WATER TURBIDITY MANAGEMENT ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. D. BEST MANAGEMENT PRACTICES (BMPS) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. CONTRACTOR MUST MAINTAIN ALL PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS ON SITE AT ALL TIMES. F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. G. CONTRACTOR SHALL BEGIN CLEARING AND GRUBBING THOSE PORTIONS OF THE SITE NECESSARY TO IMPLEMENT PERIMETER CONTROL MEASURES. CLEARING AND GRUBBING FOR THE REMAINING PORTIONS OF THE PROPOSED SITE SHALL COMMENCE ONCE PERIMETER CONTROLS ARE IN PLACE. PERIMETER CONTROLS SHALL BE ACTIVELY MAINTAINED UNTIL SAID AREAS HAVE BEEN STABILIZED AND SHALL BE REMOVED ONCE FINAL STABILIZATION IS COMPLETE. H. GENERAL EROSION CONTROL BMPS SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL LAKE SLOPE CAVE-INS. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION. I. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. J. TOPSOIL CANNOT BE STOCKPILED INSIDE THE PROPERTY FOR REUSE. K. SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING THE FOLLOWING BMP-S IN THE CONSTRUCTION PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS. STORM WATER EROSION CONTROL PRACTICES: A. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. B. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. C. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. D. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. E. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: 1. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. 2. STORMWATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE. 3. A TEMPORARY SEDIMENT TRAP SHOLD BE CONSTRUCTED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS. F. SILT BARRIERS, ANY SILT WHICH ACCUMULATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS. G. SLOPES OF BANKS OF RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 3H:1 V FROM TOP OF BANK TO TWO FEET BELOW NORMAL WATER LEVEL, AS APPLICABLE. H. SOD SHALL BE PLACED FOR A 2-FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETS. SOD SHALL BE PLACED BEFORE SILT BARRIERS ARE REMOVED. I. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE, A TEMPORARY SEDIMENT SUMP SHALL BE CONSTRUCTED. J. FILTER FABRIC SHOULD BE USED FOR STORM DRAIN INLET PROTECTION BEFORE FINAL STABILIZATION. WIND EROSION CONTROL PRACTICES: A. WIND EROSION SHALL BE CONTROLLED BY EMPLOYINGTHE FOLLOWING METHODS AS NECESSARY AND APPROPRIATE: 1. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. 2. I DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED (SEE PERMANENT STABALIZATION PRACTICES FOR DETAILS). THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN, CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRUCTION ACTIVITIES SHALL BE COVERED WITH HAY OR OVERSEEDED AND PERIODICALLY WATERED SUFFICIENTLY TO STABILI,ZE THE TEMPORARY GROUNDCOVER (SEE TEMPORARY STABALIZATION PRACTICES FOR DETAILS). AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS SHOULD INCLUDE ERECTION OF DUST CONTROL FENCES. A 6-FT GEOTEXTILE, FILTER FIBER SHOULD BE HANGING AGAINST THE EXISTING CHAIN LINK FENCE AND GATE. B. ALL DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: A. SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. B. THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON -SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. C. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ONSITE AND READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. D. ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. E. WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY. F. TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL. G. AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. H. THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. STABILIZATION PRACTICES: A. TEMPORARY STABILIZATION - TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASE FOR AT LEAST 21 DAYS, SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 14 DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF 10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL. AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE. SUB -BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED. B. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONS/ACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND'THE PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY. C. STABILIZATION WILL BE INITIATED ON ALL DISTURBED AREAS WITHIN 14 DAYS OF WORK CEASING, UNLESS CONSTRUCTION ACTIVITY WILL RESUME IN THAT AREA WITHIN 21 DAYS AFTER WORK STOPPAGE. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP, D. CONTRACTOR TO ENSURE THAT EXISTING VEGETATION ON OR ADJACENT TO THE PROPOSED SITE IS PRESERVED AND DISTURBED PORTIONS OF THE SITE ARE STABILIZED. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. E. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. STRUCTURAL PRACTICES: A. EARTH DIKE - IF REQUIRED., AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. B. SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL. WASTE DISPOSAL: A. WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE MATERIAL PROCEDURES. B. HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE, MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES. C. SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. D. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. --..-- 'r ..__._.._. -._. _. OFFSITE TRACKING: A. STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT SHALL BE CLEANED ONCE A DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK RESULTING FROM CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE COVERED WITH A TARPAULIN. B. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATION PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE OR LUBRICANTS. CONTRACTORS SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE. C. ALL WASH WATER FROM CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC. SHALL BE DETAINED ON SITE AND SHALL BE PROPERLY TREATED OR DISPOSED. D. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. E. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. MAINTENANCE: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: A. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. B. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. C. THE SILT FENCE SHALL BE INSPECTED PERIODICALLY FOR HEIGHT OF SEDIMENT AND CONDITION OF FENCE. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. D. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. E. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. F. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED MONTHLY FOR DEPTH OF SEDIMENT. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 10%AND AFTER CONSTRUCTION IS COMPLETE. G. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN SEVEN CALENDAR DAYS FOLLOWING THE INSPECTION. H. DIVERSION DIKES SHALL BE INSPECTED MONTHLY. ANY BREACHES SHALL BE PROMPTLY REPAIRED. I. A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE SEDIMENT AND EROSION CONTROL METHODS, THE REPORTS SHALL BE FILED IN AN ORGANIZED MANNER AND RETAINED ON -SITE DURING CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS, THE REPORTS SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL. J. ALL REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT. K. THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND REPORTS. SPILL PREVENTION AND CONTROL: THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. A. GOOD HOUSEKEEPING 1. SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE, USE, AND DISPOSAL OF CONSTRUCTION MATERIALS. 2. STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. 3. ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. 4. ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE COVER. 1 5. PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. 6. ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. B. HAZARDOUS PRODUCTS 1. MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. 2. PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER AND LOCAL/STATE REGULATIONS. C. PRODUCT SPECIFIC PRACTICES i. PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. 2. THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. 3. PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER. 4. CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. f. { THESE PL,' t,S AND ALL PROPOSHD ViC%p ARE SUBJECT TO ANY CORRECTIONS `REQUIR✓"D BY FIELD INSPECTORS THAT t MAY SE NECESSARY IN ORMA TO CaP,1PLY WITH ALL APPUCABLE CWE3. _. -`� -, �"' --• 7 o7 --•�' _- a�0,0 ,, ,, - ,--._ ,. J„-'"o.S+"'S- -:�°0 �o_' cam, Q0 o0 oo ao�o,b oo Da 00 a.0. oo qo. Da _�; _ Da o.o ............ .'- a It �10 ,Ls i ° TO253`11 6 �y3D 1 4 5.2 1 9 0 8 2.0 0 0 A,0 039 '8.8 'Z5 of '38 `1.7 11+ El 0 0 / ' 5 '3 2 '51 '�F 2 '5 6 *3 9 125 *21 *2 3 '3P '4 6 *4 4 '4 1: *3.7 *3.1 '3 8 '5.0 '4.9 '4 5 '29 *1 6 '0 8 '0 5 2 0.0 :'08 +1.2 '18 '36 46 '36 '4.6 *42 '29 '2.8 *t '6.0 '6.1 '7.4 *69 *52 `32 *27 `26 `22 '21 '16 '10 '06 '02 "2 ^ 2 j(j( +0,0 *3*B '.5 '2 '6 '24 *2.1 *1 ''60 '5 "8 St.S '1.2 '11 '. '.'. ' `8 07 0 f 0 *68 `,.7 '10 `008 8 a `14 +16 14 2 24 '20 '1.6 '13 '1.0 '0.8 '07 *0.6 *05 OA3 '02 _ l`I, '1 PROP. 8' F �. SCREENING 36 3.4 23 '4.7 '11 '� - x5"< 02- 1.9 "2 WALL - o I0ro '0:5. 'z9 <9� 'zs l`<J.o 2s 'a '3b '32 T40 '61 3.7 *30 'S. PROP. WALL ° ° 6 5 '1 6 '0 a > i *7 0 *0.9 '3.0 '5 MOUNTED 1 FIXTURE "7' 0 '3 5 '3 2 '3.9 '3 a '1.a 'z.s *4. 5 I T MOUNTING o d0 HEIGHT (TYP.) "D e *z 6 �� I *z 7 `s 7 i0 *z. °- *35 3.1. 739 37 *10. BLDG C '1 .2 *1 cc 65 *, , *Da BLDG D �'90 72,750 SF +9a *0 6,675 SF F.F.E.=13.50'NAVD *3 5 `3.2 39 '7.1 *1 1 +0 6 '0. .'�. p0 P.F.E,= 13.50'NAVD a ++-- N0 'D.8 25 41�J 328 +42 `0.9 '1. a ( PROP. WALL b.0 '35 '3.1 '3,9 21 a..:. MOUNTED '14 '1. ' FIXTURE "It" 1 li rv` A s5 '17 '0.8 22 3.9 22 '3. T MOUNTING .0 *3 5 *3.2 *39 '3 3 '1.1 HEIGHT (TYP.) '2.6 '4 1 L p 0 '08 '25 W. V i'66 '0] .... - - +33 '3. �° 36 *3.1 '3@ 'f.5 '6.2 '7.5 '1] 36 '4.1 '0.9 `I ', 72 BO '14 '1.2 3.0 77 92 '1.3 ''/.7 `74 'ti '10 '6.4 %.9 *1.0 '12 "7 3 '86 '30 i4. r0.0 66 +16 'D7 '0.8 '16 *11 '1:1 '07 '0.8 '0.5 ,... '1.7 '14 *10 *10 'S1 '1.5 *10 '0.9 +12 '.., '0.8 '08 '1.4 '1.1 '1.0 '10 '1.3 '15 '29 '4. i (!) .0 `3 5 '1.9 '3 0 '3 5 '2.9 '2 6 3.5 3.3 '1 5 '3.8 '1.8 *1 1 3 8 '3 7 - 'i 8 '1.1 *4.5 '4 4 '1.9 '4 5 '4.5 '21 '2.8 *4.3 *3 9 '08 '0.5 +1 6 *2 n n n n p. 0 *08 310 '47 126 +42 '11 -1 '5.5 4 ��'1,0 '200 '.�-� 10 65A3 11,W22�+I I '16.1 '2.1 '9a *1s2 a t ' 0 '50 '09 '04 '09 '1. q L !Y, '0 %1 '1.4 '0] '0.7 '05 '05 c 1- V) t0.0 66 '1.4'0.4 'OS *0.6 'OS a BLDG B b- 11,250 SF S D *,1 ° '2 3, 21 F.F.E. = 13.50'NAVD C -0 *0 7 '1.3 'K 1.6 *2 3 '2. tO0 [E 0 '> G '2 3 '3 0 '2.3 '4.1 13 .o �0 65 '18 14 '11 '1:2 '27 `66 '46 '10 '1.0 '08 '09 '10 '68 3.0 '14 '06 '10 SUB '09 '09 '57�'7.2 '20 31.3 *16 *37 +50 '6. p�p { L �.0 1,5 '19 36 /ty5 '35 *16 '1$ '14 *11 +5.6^+/3 '19 *09 '15 `13 '10 '09 6n'9.3 '1.8 '06 '15 '1.3 '13 127 W '7D *47 L - 6 { +- N 0 *0 a to 0 *2 1 '5 0 `4.8 t`4 'o I 0 *36 '17 '05 BLDGA '21 '3.4 +3. .(' 0 „ `22 '34 10,125 SF *1.3 '1.7 ',:X %J 0 1.. + / Q F.F.E. = 13.50' NAVD '0.9 *1.0 '0. ! �r O ;5 10.0 '08 'L:i. 27 - _. :.. '21 '08 '0. 0 1 1,0 31 '2.1. 38 6.9 *36 25 *2 'S4 '1.3 '42 �Lo `a1 *11 '53�'7.2 *20 *09 '48 �'67 *27 11.1 '51 68 *30 '2.7 '72 'S.5 'i.i '0. X7 11 ^y40074 '19 '15 `1.3 '1.6 *i] '15 hI `I.I ',] 4 '1.5 `0.9 'Le *1.4 112 '0.6'17 'Ls '16 *LI 2.1 *1.B '2.1 `2.0 *19 '20 'Li '0. 0 1 *36 *17 *02 *01 '03 *07 `05 *07 '06 *05 04 '0.3 *03 '0.2 '02 03 '0.3 04 *0.5 *07 *09 *13 "14 *18. `13 *14 14 'I I 9. X a 0 *07 '007 02 02 *03 ',3 *12 *13 *09 '07 f 1 '04 to `02 '02 02 *03 *04 '0 -6 '09 '14 22 129 7 '27 +17 '1 _ f:0 `37 *1] 02 'O6 32 *25 *25 *15 '10 1 " *04 *03 2 *02 01 *004 '5 '0.6 '1.2 '20 3a +58 +fl3 '27 '1 at 0 76 *1.7 02 �12 '78 *01 '4 1' *22 *13 ,a '05 -03 '0a *03 ' '0.4 26 '10 '14 23 `47 379 �* �� '67 +30 '1. 0 37 *1.P 03 11 '2.1 *69 56 *23 '1-3 08 '05 '04 '03 '' 0�'0.5 '00 '12 *17 26 'S0 *92 '143 *6a `3.1 `1. �+ 0 O6 '0.a 03 {L �1 H 23 '68 'S6 '24 *14 [9 '0b "04 *09 `0.4 �Oo 0 '09 '15 2.2 '31 '49 *6.9 '96 *5 `55 `27 '1 00 3a '19 J3 0b +70 '47 *45 22 +14 11" *0.6 *06 '04 '04 '0 1L.Z./ , 1 't a '23 38 '47 *53 '55 37 32 *30 '18 * 2X B { -0 8 2 *20 0 1 5 *0.9 '3 1 *25 `2 5 '1 6 *1 2 *P 0 '0 7 *0 6 '0.6 `0 6 '0 7 '1.3 *1 4 '2.4 *4 3 'n 7 *Y.3 *7.1 '4 9 *2.6 *21 *1.7 +1. /4 J k I �0 340 'Z2 '0 7 '0 / '0.9 'i 6 *16 '1 r '1 .2 '1 0 *O G '08 *O fi *0.8 *09 *0.9 *1 0 '1 4 '2.1 *3.9 �7 1 � 0 �7.1 '41 *21 `1 2 '1. p j 0 0.8 'LO 'i.0 'ii '11 '15 'L4 '13 '10 '0.9 '0Y '1.0 *11 '12 *12 *13 *14 *16 2.3 '44 '89 1 * *_ = 00 ...1''-'X F- x X L-8 X X „--- � .o '1.9 ` 6 'i 9 S.e '01 '1s '1 4 '1 ° 'D.a 'ou S.z ', e '2,1 _ _.. _ ------ r *v 'n.1 42 4.r *zs °n *11 '1.0 '1 1 '1s 'zo '44 '4. ._._.. ____.. .-... -..... �--• 0 6 '69 '77 71 4.0 +1.9 '11 '0.8 , '17 '34 '6.6 *i4 i 'l11 4 '111 '5.1. '20 '1.0 '0.8 *1'1 '18 '47 '106 6 *11 4 ° X L-10_X _. X_'L9 X 10 o � l o l o.d"o.d- o l 0.5"5.5 "o.d�'o o'�6S'�3'b-'o0^0.0�00'�' o.r 0.�`0.d�0'0 0.0 0.0ti.'R�od"'od"'o.� le d U $ S' 9 0 s, m o B v � , a a F i 110 0 40 80 SCALE._- FEET .-_ ...-_. a n u W r-LIGHT FIXTURE BLACK FIBERGLASS POLE -2 1/2 X 5" HANDHOLE WITH COVER (2) 2 1/2" X 6" CONDUCTOR ENTRANCE FINISHED GRADE 0to Z I -FOUNDATION AND STRUCTURAL DESIGN BY OTHERS. POLE SHALL BE ABLE TO WITHSTAND 150 MPH WIND LOADS SITE LIGHTING NOTES 1. CONTRACTOR.TO PROVIDE CERTIFIED DESIGN DRAWINGS SIGNED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR POLE/FIXTUREBRACKET COMBINATION TO MEET THE BUILDING CODE AND WIND LOADING REQUIREMENTS. 2. CONTRACTOR TO PROVIDE POLE AND FOUNDATION APPROVAL BY THE TOWN, OWNER, AND ENGINEER OF RECORD. 3. ALL LIGHT POLES SHALL BE SET -BACK 2.5' FROM CURB (TYP.). 4. SEE MEP PLANS BY OTHERS FOR ELECTRICAL SERVICE POINT OF CONNECTION AND ELECTRICAL SERVICE AND CONDUIT DETAILS. CONTRACTOR IS REQUIRED TO VERIFY ALL WIRE SIZES AND CIRCUITS WITH ELECTRICAL PLANS PRIOR TO CONSTRUCTION. 5. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS, ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 6. REFER TO SIGNAGE PLANS BY OTHERS FOR DETAILS, SPECIFICATIONS, AND SIGN LOCATIONS. COORDINATE LOCATION OF ANY PULL BOXES WITH SIGNAGE PLANS. 7. ALL LIGHT POLES SHALL BE PLACED OUTSIDE OF ANY EASEMENT. CONTRACTOR TO CONFIRM PRIOR TO INSTALLATION OR RELOCATE AT CONTRACTOR'S COST. 8. LIGHT POLES SHALL BE ABLE TO WITHSTAND WIND LOADS OF UP TO 150 MPH. Schedule Symbol Quantity Manufactur Catalog Number Filename Lumens Per Light Loss Wattage er Lamp Factor 4 LSI XGBM-3-LED-SS-CW-HSS XGBM-3-LED- 13034 0.8 186.8 INDUSTRIES -SS-CW- ,INC HSS.ies 1 LSI XGBM-3-LED-SS-CW XGBM-3-LED- 20181 0.8 186.8 INDUSTRIES -SS-CW.ies INC 5 LSI XGBM-FT-LED-SS-CW XGBM-FT- 20703 0.8 187 " INDUSTRIES LED-SS- INC CW.IES „ 1 LSI XGBM-FT-LED-SS-CW XGBM-FT- 20703 0.8 374 ❑ INDUSTRIES LED-SS-INC CW.IES v 50 LSI XGBWM3-FT-LED-48-350-CW- XGBWM3-FT- 4853 0.8 55 Q INDUSTRIES UE LED-48.350- CW-UE.les Statistics Description Symbol Avg Max Min Max/Min Avg/Min Parking & Sidewalks + 2,8 fc 15.2 fc 0.1 fc 152,01 28.0:1 Property Line + 0.0 fc 0.7 fc 0.0 fc N/A N/A THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS `FIEOUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COVE3, a _W O w A+ _ Z4 00 U W' W1 a d Q Q 5 z on NJ V en ~ O • 6 !� �-I 06 L M 1 � � Q P. 3 00 N