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HomeMy WebLinkAboutBUILDING PLAN PAGE 46-609 10 CI z,V1 k .Irk p ,mow 1 C+ ML 1 ,, !vim° _vw A r, VICINITY MAP NOT TO SCALE NEW STORE CONSTRUCTION, 9100 A PROTOTYPE DOLLAR GENERAL` Store # 8736 Virginia Avenue & 38th Street Fort Pierce, FL 34947 SQUARE FOOTAGE LEGEND TOTAL SQUARE FOOTAGE 9,1100 S.F. TOTAL LEASABLE AREA 9,026 S.F. OVERALL BUILDING DIMENSIONS 70'-0" X 130'-0" SALES FLOOR DIMENSIONS 68'-0" X 104'-6" SALES AREA 7,263 S.F. RECEIVING AREA 1,111 S.F. BREAK ROOM & OFFICE AREA 175 S.F. TOILET ROOMS & HALLWAY AREA 175 S.F. TOTAL NET AREA 8,724 S.F. (BLDG AREA PER BLDG CODE) CODE INFORMATION 1. GENERAL INFORMATION: 5.1 Special Occupancy 8.2 Other Rated Elements 12. DESIGN LOADS: SEE STRUCTURAL DRAWING SHEET SO.1 Name of Project: Dollar General Element Required UL * (Hourly Rating) Number Occupancy Category: Project Address: Virginia Avenue & 38th Street, Fort Pierce FL 34947 lec _ S-2 Enclosed Parking Garage w/ S-2 open parking above Interior Walls Live Load Roof Proposed Use: Mercantile/Retail Store _ Unlimited height for B, M and R gearing None N/A N/A _PSF Owner or Authorized Agent: DGC Fort Pierce LLC _Parking Beneath R R 2 Type III A _R-2 Type II A Non -bearing None N/A N/A Floor _PSF Mr. Haynes Baedeker _Open parking beneath A, I, B, M and R Ceilin -Floors None N/A N/A Wind Load: Basic sp eed peed _MPH (3-second gust, ASCE-7-05 Edition) - S-2 enclosed parking with A,B, M or R above Beams None N/A N/A Exposure Importance Factor Address: 805 Trione Avenue Columns None N/A N/A _ _ Internal Pressure Coefficient Daphne, Alabama 36526 5.2 Mixed Occupancy _Yes X No (If Yes, Separation _ Hr.) Ceiling -Roofs None N/A N/A 2. LEAD DESIGN PROFESSIONALS: Shafts -Exit None N/A N/A Designer Name License # Phone Exception Shafts -Other None N/A N/ANone Building will be designed as: _Enclosed Building Building_Open Architectural: Todd F. Stewart, RA AR92549 251.947.3864 Identify whether you are using the provisions of Non -separated uses or separated uses Corridor Separation N/A N/A _Unenclosed Civil: Perry C. Jinright, PE FL 61289 251.928.3443 by placing an "x" below by your design choice. Occupancy Separation None N/A N/A Allowable soil bearing _pounds / sq. ft. Landscape: Chad Watkins LA 6666896 251.948.7181 Party/Fire Wall None N/A N/A Soil Report _Yes _No N/A Structural: Russell S. Barton FL 63599 251.219.4942 -Non-Separated Mixed Occupancy Separation: None N/A Smoke Barrier None N/A N/A N/A Earthquake Design Mechanical: Wade Stewart, PE FL 65932 251.937.6313 Separation None N/A N/A Seismic Design Load Controls _Yes No N/A Electrical: Wade StewartPE FL 65932 251.937.6313 The required type of construction for the building shall be determined b applying the 1e9 YP g Y Tenant Separations: None N/A N/A If seismic design controls, famish data required in 8n req Fire Alain: Wade Stewart, PE FL 65932 251.937.6313 Height and area limitations for each of the applicable occupancies to the entire building. Letter of Supervision Provided Yes The most restrictive type of construction, so determined, shall apply to the entire * Or other approved agencies 13. SPECIAL DETAILED REQUIREMENTS -X-No building. FOOTNOTES I have reviewed the special requirements in Chapter 4 as indicated below and _Separated Mixed Occupancy 1. All fire rated walls shall be identified on plans by hatching, shading, etc.; show legend. incorporated the provisions into my design. 3. GENERAL CODE DATA: 2. Identify code section when using any special exceptions, etc. REQUIREMENT APPLICABLE (YES or N/A) 3.1 Building and Fire Codes used in design: Each portion of the building shall be individually classified as to use and shall be completely separated from adjacent areas by fire barrier walls or horizontal assemblies or both having a fire -resistance rating determined in accordance with Table 302.3.3 for the uses being separated. For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. _ Incidental Use Areas 8.3 Draftstopping Draftstopping in floor (718.2) _Yes _No X N/A 7{ Draftstopping in attic (718.3) _Yes _No _N/A 8.3.1 Distance to Property Line from Exterior Wall (fable 602) (Site Plan/Reference Plan required) 402 Covered Mall building N/A 403 High rise buildings N/A 404 Atriums N/A 405 Under Ground buildings N/A 406 Motor -vehicle Related Occupancies N/A P 407 Group I-2 N/A 408 N/A 2017 Florida Building Codes (Sixth Edition) 2014 National Electric Code 2012 Florida Accessibility Code for Building Construction 2017 Fire Prevention Code (Sixth Edition) Actual Area of Occupancy A + Actual Area of Occupancy B Allowable Area of Occupancy A Allowable Area of Occupancy B < 1 Fire Separation Distance: Type IIB Construction between greater than 30'-0" Group I-3 409 Motion Picture Pro ecfion Rooms N/A J N/A 3.2 Construction Description: - Fire Resistance Rating: 0 HR. 410 Stages & Platforms 6. ALLOWABLE AREA AND HEIGHT -TABLE 503 411 Special Amusement Buildings N/A N/A X New Construction _ Renovation (Existing Bldg.) Tenant Build -out 8.4 Life Safety Systems SECTION 1006 412 Aircraft Related Occupancies _Alteration _Addition 6.1 Area Increase - Sprinkler Increase 413 Combustible Storage N/A NOT REQUIRED 1008.3 Emergency Lighting: X Yes _No _N/A 414 Hazardous Materials N/A Scope of Work: 1001.2 Exit Signs: X Yes _No _N/A 415 Groups 11-1, H-2, H-3, H-4, & H-5 N/A 6.1 Allowable Area 907.1 Fire Alarm: X Yes _No _N/A 416 Application of flammable finishes N/A Construction of a new +/- 9,100 s.f. retail store. Building structure is pre-engineered metal Allowable area: 12,500 SF Actual area: 9,100 s.f. total X 907.2.6.2.2 Smoke Detection Systems: Yes _No _N/A Panic Hardware: X Yes No _N/A 417 Drying Rooms N/A 418 Organic Coatings N/A building over structural slab on pier foundation and grade beams. 6.2 Allowable Height 9, EXIT REQUIREMENTS: 14. N/A 4. BUILDING DATA: Allowable height 55 FT. 9.1 Exit Access Allowable no. of stories 2 No. of exits required: 2 QUALITY ASSURANCE FOR WIND RE REQUIREMENTS 15. Q Q Construction Type _1A _ II3 _IIA X IIB _IIIA _I]]B Actual building height g g 18'-6" No. of exits furnished: 3 I have prepared a quality assurance plan for wind requirements and have included this _IV -A _N-B _V-A _V-B Actual no. of stories 1 plan with my permit documents. _Yes X No _N/A Mixed Construction _Yes X No (If Yes, Types _) 7.00CUPANT LOAD: Table 1004.1.2 ® 9.2 Means of egress width I have notified the Contractor of his responsibility under Section 1706 Sprinklers _Yes X No _Partial Units of Fait required: 72" _Yes No XN/A System Type _13 _13R _13D Retail Sales Area 7,263 S.F. @ 60 Gross = 122 Occupants (Egress Calculated Occupancy Units of Fait furnished: 180 16 SAFETY GLAZING FOR HAZARDOUS LOCATION Standpipes _Yes _No _Wet _Dry Class Combined Stock/Shipping: 1,111 S.F. @ 300 Gross = 4 Occupants (Egress Calculated Occupancy Stair width units required: n a I have identified on drawings where tempered glass is required in hazardous locations. Building Height +/-lW Ft, Break Room/Office Area: 175 S.F. @ 60 Gross = 4 Occupants (Egress Calculated Occupancy Stair width units provided: r[n a (2406.2) Number of Stories 1 or Toilet Rooms/Hallway Area: 175 S.F. @ 60 Gross = 4 Occupants (Egress Calculated Occupancy _Yes _No -X-N/A Mezzanine _Yes _X_No 9.3 Diagonal Rule 17. PREFABRICATED METAL BUILDINGS X Actual Occupancy 134 Total Occupants High Rise _Yes X No Meets 1028.1 X N/A Requirements for metal building erection drawings included on drawings? Yes No _N/A _ --Yes Yes X No Basement X No 8. FIRE PROTECTION REQUIREMENTS: _Yes _No 18. PRE-ENGINEERED TRUSSES _Yes 9.4 Travel Distance Live Loads shown? _Yes _No X N/A 8.1 Table 601 200 Ft Wind Loads shown? _Yes _No _? N/A Building Element Req'd Rating UL No.* Allowable Travel Distance Certification from manufacturer (Sealed) XN/A 5.00CUPANCY CLASSIFICATION: Structural frame, Actual Travel Distance <105 Ft. �) _Yes _No -Assembly _A-1 _A-2 _A-3 _A-4 _A-5 (Including columns, girders, trusses) 0 N/A 9.5 Spaces with one means of egress _ Business Bearing Walls Education Exterior 2 N/A For buildings with one means of egress, I have checked the occupant load and the g � • P -Factory Industrial _F-1 F-2 Interior 0 N/A common path of travel against the requirements FBC 1001. _Yes No -X­N/A Institutional - 1-1 - 1-2 I-3 _I-4 Non -bearing walls and partitions 10. LIFE SAFETY PLAN ( I-3 Use Condition _1 _2 _3 4 _5) Exterior 0 N/A X Mercantile Interior 0 N/A Provided XYes (If yes, Drawing No. A01.1 1 Residential _R-1 _R-2 _R-3 _R-4 Floor Construction _No -Storage _S-1 _S-2 --High-piled (Including supporting beams and joists) 0 11. ACCESSIBILITY: Utility and Miscellaneous Roof construction Design conforms to ANSI Standard 117.1. XYes No N/A _ Parking Garage _Open _Enclosed _Repair (Including supporting beams and joists) 0 N/A If no, explain condition that will not allow building to be accessible. DRAWING INDEX T1 COVER SHEET, CODE INFORMATION, SHEET INDEX T2 GENERAL PROJECT INFORMATION T3 PRODUCT APPROVALS CIVIL CO COVER SHEET C1 EXISTING & DEMO PLAN C2 SITE PLAN C2A WETLAND EXHIBIT C3 GEOMETRIC AND UTILITY LAYOUT C4 GRADING PLAN C5 POND PLAN & PROFILES C6 DIRECTIONAL DRILL PROFILE (1) C7 DIRECTIONAL DRILL PROFILE (2) C8 CIVIL CONSTRUCTION NOTES C9 CIVIL CONSTRUCTION DETAILS (1) C10 CIVIL CONSTRUCTION DETAILS (2) C11 CIVIL CONSTRUCTION DETAILS (3) C12 CIVIL CONSTRUCTION DETAILS (4) C13 WATER CONSTRUCTION DETAILS C14 SEWER CONSTRUCTION DETAILS C15 SEWER P.S. DETAILS C16 EROSION CONTROL PLAN C17 EROSION CONTROL DETAILS C18 TRAFFIC CONTROL LANDCSAPE TP200 TREE PROTECTION PLAN LP200 LANDSCAPE PLANTING PLAN LP500 LANDSCAPE PLANTING DETAILS L1200 LANDSCAPE IRRIGATION PLAN U500 LANDSCAPE IRRIGATION DETAILS STRUCTURAL SO.0 STRUCTURAL NOTES Si.O FOUNDATION PLAN S2.0 SECTIONS AND DETAILS ARCHITECTURAL F01 FIXTURE PLAN A01 FLOOR PLAN, DETAILS AND INTERIOR PARTITIONS A01.1 LIFE SAFETY PLAN A02 EXTERIOR ELEVATIONS A03 SECTIONS AND DETAILS A04 ROOM FINISH SCHEDULE AND SALES FLOOR ELEVATION A05 DOOR SCHEDULE AND DETAILS R A06 ENLARGED TOILET ROOM PLANS AND DETAILS C0015 C A07 DUMPSTER ENCLOSURE AND DETAILS ST. L A08 REFLECTED CEILING PLAN B A09 ROOF PLAN AND METAL BUILDING NOTES A10 CONCRETE ANALYSIS AND MISCELLANEOUS NOTES MECHANICAL Mt MECHANICAL NOTES AND LEGEND M2 MECHANICAL PLAN M3 MECHANICAL DETAILS ELECTRICAL EO ELECTRICAL NOTES AND LEGENDS ES1 ELECTRICAL SITE PLAN ES2 SITE PHOTOMETRIC PLAN Ei POWER AND AUXILLARY PLAN E2 LIGHTING PLAN E3 ELECTRICAL DETAILS E4 PANEL SCHEDULES EMS1 LOW VOLTAGE PLAN EMS2 CPU TERMINAL DIAGRAM PLUMBING Pi PLUMBING PLAN P2 ENLARGED PLUMBING PLAN P3 PLUMBING DETAILS AND RISER UN" ANI 3Y Cotinfd 00*0 JP U c o W� C Q C z� 1 �J Vr ' i-1 rJ �o M 004 I' PROJECT NO: 20-005 DRAWN BY: RID CHKD BY: TFS SHEET NO: GENERAL INFORMATION & CODE REVIEW T1 3 4 12 I � BRICK WALL PANEL NICHIHA: FL12098.R7 PEMB GIRT @ 10'-0" AFF EIFS OVER METAL WALL PANELS (BY PEMB) PEMB COLUMN 1/2" MINIMUM GYPSUM METAL FLASHING BOARD, HEIGHT VARIES (BY PEMB) METAL LINER PANELS INSTALLED TO GIRTS ' T.O. MASONRY Ifik (BOTH BY PEMB) 4'-0" AFF R-13 MINIMUM VINYL I BACKER ROD AND SEALANT BACKED INSULATION II I 3-5/8", 18 GA. MTL STUDS I TYVEK BUILDING WRAP ON 1/2" MIN TO 10'-0". SECURE TO 1 EXTERIOR GRADE SHEATHING TO 4'1 AFF PEMB GIRT. NICHIHA OVER 5/8" CDX PLYWOOD OVER I, I I I VAPOR BARRIER OVER METAL WALL PANEL 3 5/8", 20 GA. MTL RUNNER. 1 j SECURE TO SLAB WITH 1/8" 31 f '1 DIAMETER POWDER ACTUATED FASTENERS I (RAMSET) @ 2'-0" O.C. Ij REIN. CONIC, SLAB ON VINYL VAPOR BARRIER (SEE li NEW SIDEWALK STRUCTURAL) I T.O. SLAB ' 4 O a. d ELEV-AP AFF A 4 4 4 � a ' a^ FOUNDATION AND SLAB, III-III=III a4A -I SEE STRUCTURAL DWG'S. III 1IIIIIIIIIIIIIIA Plywood Attachment: #8 TEK screw @ 1611 O.C., 8" O.C. at panel edges. Nichiha Attachment: 16"X48" ATTACHED USING 6d RING SHANK W/ FULL EMBEDMENT IN PLYWOOD STOREFRONT AND GLAZING: FL17688.4, Old Castle INSULATED LALAMAIEp GL Asp WET GLAZED LAMINATED GLASS TYPE G3 WET GLAZED DIYCNSN)N MMENSNNIO IWY A.S.D.Aam PRESME 24' FROM 24" TO 192" +70,-80 30' FROM 30- TO 192" +70,-80 36" FROM m- TO 168" +70.-80 4z' FROM 42' To 144' +7o.-Bo 48- FROM 48" 70 108" +70,-80 > 108' TO 114' +7Q-78.5 > 114' TO 120" +70r75.7 > 120" TO 128' +70; 73.7 V FROM 54" TO 96' +70,-80 > 96" TO 102" +70.-78.J > 102" TO 106' +70,-73.7 > 108" TO 112' +70: 71.2 FROM 60" TO 90- +70.-80 W. > 90" TO 96' +70.-77.2 60" > 96' TO 101' +70; 73 06" FROM 66' TO 90" +70"-72.7 22" FROM 72" TO 84" 66.6,-66. INSULATED GLASS TYPE 37: WET GLAZED DLMENSION DIMEMSNN1 MA%641Y A.S.D.DI ►RESSURE RATINeAtII 24- FROM 24' TO 192' +901 30' FROM 30" TO 192- +90,-90 W. FROM 36" TO 16W +901 42. FROM 42' TO 144' +901 46' FROM 48" TO 126" +901 54" FROM 54' TO 112- +90,-90 60- FROM 60" 10 101' +901 SC FROM 56" TO 90- 72- FROM 72" TO 84" +75.-75 SCHEDULE WE. QLAZED t0111.11*111 611J n coww T1091 NUMACIIIIJK0 MAN&** CILIA V IFKwOIA�aw OLOCASTIt SEE SCHEDULE aorra ON $MEE 1/4" Mi QAW 48Jq" Aim 11/4' 1100M am Down OL.DCASM SEE 'SCHEDULE I/r 4W SPAN ON SHEET 6 1/r MS OAK OOFMf �w�'1� 1 " KS OAFS F4WM0 INSTALL STRICTLY AS PER MANUFACTURERS RECOMMENDATIONS TO ACHIEVE DP RATINGS STANDING SEAM ROOFING: BigbeeLok 324, FL7413.4 PRE-ENGINEERED METAL BUILDING FAUX WINDOW: JELDWEN FL10970.1 ..w VYI. /"NIVXfP,..l{ (2 PER CLIP) PEMB WALL PANEL: BigbeeLok 324, FL7412.2 [.611LI� LENERAL NOTES 1. STRUCTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH CODE 2. ROOFDFBC PANELS BUILDING BE (MINIMUM 24 GA. (t - 0.0220). EFFECTIVE COVERING WIDTH OF PANEL - 24". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL, 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. Roofing Panels installed strictly as per manufacturers recommendations and compliance with product NOA 1T OVER METAL WALL PANEL. OPE TOP OF EIFS ACCENT BAND. P.T. 2x WOOD B CK AT HEAD, JAMB AND SILL. TYPICAL #10 SELF DRILLIN3 TEK SCREW WITH FULL EMBEDMENT IN METAL WALL PANEL. SPACE 8" C/C ALL EDGES CONTINUOUS EEALANT AT -WINDOW EIFS ACCENT BAND AT WINDOW SURROUND, T PICAL. PROVIDE MINIMUM 1/4' PROJECTION FROM WINDOW FACE - NOTE: SECURE WINDOW NAIL - FLANGE TO WOOD FRAME USING NON CORROSIV , 1 1/2" #10 SCREWS AT SPACING RECOMMENDED BY MANUFACTURER CONTINUOUS SEA ANT AT WINDOW P.T. 2x WOOD B CKS AT HEAD, JAMB AND SILL, TYPICAL BACK -WRAP TYV K VAPOR BARRIER AT WIN OWFRAME, TYPICAL. CONTINUOUS FLA HING AT TOP OF BRICK PANEL NICHIHA BRICK PANEL BELOW. * Install using screws within 4 1/2" from corners and 12" O.C. max. Use #10 screws with 1 1/2" thread imbedment. Swinging Doors: Schlage: FL12400.R9, N a mit ..t q10 CA- 21G 8, X Y a OR j QV- /FEkm • „j at (SICE SNT.1) MAX 21MAX.� Re' TO UL 21. O.0 WSTPALAMON DETML 'TH+ Mac LL_ X 0.750 an NAIL PS ANCWW Anchors are strictly installed as per DP ratings and as per manufacturers recommendations and product NOA WALL PANEL SIDE -LAP 0- I. OW r NO. 14 x 718" LAP-TEK SCREWS WITH WASHER AT EAVE STRUT, GIRT, BASE ANGLE AND BETWEEN SUPPORTS AS SHOWN. ■ r'r r IF r�r NO. 12 x 1 114" SELF -DRILLING SCREW WITH WASHER AT EAVE STRUT, RAKE ANGLE, BASE ANGLE, AND ALL GIRTS & ALL GIRTS WITHOUT PANEL ENDLAP. Roofing Panels installed strictly as per manufacturers recommendations and compliance with product NOA EIFS: DRYVIT System FL 2030 R10 w/ Supplement to install over PEMB Wall Panel. See supplemental specification WCS 0 E NATERML-M GENERAL N111E5 11 li' .IB Wlrc£ SI[EL SiIIDS •I tl' 0[ T 7K SYSTEHI HAS BFFN "315"Bp N A(fDPLANCE NATE (0 EY. w OAHM 5M 199X THE LATEST 01" OF IIE%rA M" UK iNUXOM TK IITCST 5'-m HTS. mwi wwaLAND I, THIS SYSTEM HAS ININ, MIND H AVpgAIR, FART OAM S T:MALas !TASANEMW.-lot SIR!AS-]Y3: A(15TNI(RS' IT As I15 C"I'sREAmme 3 THIS 615"N SHALL BE AMED BY • LY(IIYO II 3' IID 6. Hi- SELF HRUNS s(REYS SPAC!O AT r C.C. CONTRACTOR WFWOLLOpD fi OFAaTN!H Mrvn REAMO NiYN1 SAXIMMIS Ni !DECLARED MR W191ATN RVS M f ACABLE S16 BT,EPLBNOAMOM s!SRn A M WATER AIpLItIt ARCHITUT OF III PoR LIEN y A9EAT THIS WANTED PSYSTYRPM US) RAHUIEH MAAO MEN T vSIYB IN8 SYSIFH ]f"LL 51ffi M.0 FRAM" i0 SL"L CgPIX6IA O •Ip WYNTSPMFG.' ACKSNEA S REAM BY Ad D STRESS00THWlAT"'. AS pFCVB®OT 41 CUIFAMIG C]'1F. I X N' LCR( TRp MIN OPHHIS .c1LH's sPA(f0 A AWaEo uF A?;' Y H' NOT(IEC TSHAU Axo lnls WMRx[. MAXHWN (E 1 N TO ilE CC. THIS ARRISIVEnARBLA SHALL IF I 9ACYdpf D. TE fPs W A KAILAL CXEMIAMN. TIN, 5 INSULATION SOASES SMALL K PCSMM IN A RLMM5 BRO PATTERN, TIE FBC `'FL11LM 1'd T MULAYL5IAALER B. ALL siUA u#p MTN TMS srSIFN SHAL4 0t (BNPLETEIr SHALL POSSESS Y 118RER SHALL PO55[55 A NRIAN! XW WnX INAN yEA}NI, AT rX[ .. IIAI OR BNOISC AT A MAXI (WHAR3M "ANOA GALE (MY. @EVERY S'tY' SY(q La6TH OR AS SPFORFC BY THE Si INMFACTNER 'V ORM BAY (MT PRNI SCARFS"+, M GLTES6",M PPM6 SS IS t, CF fiNS51S IYSSC FI SY WExNi MIX PoRRAVO C(Xfxl AIO FBI AND UB 1. ALL SifFl S1W5 YIW BE 51NklNW. YRX / 5/L' Ad STTN NAHASAAH6s WW AM NAYC A MY,YJ1 MW .S SPSL VATFA Nq a, AH'. Mmu€r5. OF lBNFYS LM IS A mr ItlI DUT IS MMEq Yrtu YATNL �. W rYlr PAARLRH m RFEFpILLG M5n 30S oLYO' iQEb3ASs 0. OF AA.S OHSNEIT x 9R13 HF )Aq TYPRAL AIC sxo" RFIF011(NG KSM fHOLWN IN TIE GRTW! BAY [9AL PAffifl ii N1FNt TB PR'-VFN[ YALCR IIELTMMN N AND BIN TIN sYSIFn ALrzRNATE tFlu.s SVNP[ HEST F@]s 5'1"LL IC 4Wr1(p rlpinv. W vor BVLYAP. <yq��pNs m XFOOM BY HE TSITAL KTAI ARE UG CHIYII'S STAIMRT #BRIND W NE. LI W., ITRALEASS il£ Pl5PoN5BUrt fd THE LCERM YSXSIP .HBAL RE NIT R(RW FEW MCI IN omit SALE COI THE STANDAM IESM SHALL BE LAPHED A NINORM Y zLi AT NS Ll� RSHANK it DAYM PIBSIF A HBX KIM IAYC NA11. AYALASE AN DBARSN PAEXME 7 vR1YYS IEAIL ES eo PS! Q U O 24" © 0 8" 4- O O O 4" 10" 10" 48" MINIMUM SCREW ATTACHMENT LOCATIONS USE 2" POLY WASHER AND MIN. #6 BUGLE HEAD CORROSION RESISTANT SCREWS W/ MINIMU 3/8" EMBEDMENT IN WALL PANEL M" - y [NIRRIDDR, U (:I NSF vi o a W� q� w� d� Q� S4 O FRRRRI P[/�,1.A U 4 11 1 g T� 00 It .Wj M M ti o W 88 w � U 0 tv 15 ' a, � 1 ct t4 O �O w U '1:� bA w 0 C!1 PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: PRODUCT APPROVALS T3 A, I 3 4 5 6 7 UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES FORT PIERCE UTILITES AUTHORITY ANA M. JOHNSON, BUSINESS DEVELOPMENT OFFICER 206 S. 6TH STREET, ELECTRIC, WATER, SEWER, GAS: FORT PIERCE, FL 34950 (772) 466-1600 EXT. 3012 ELECTRIC - SAL SCIMECA EXT. 6957 WATER/SEWER - LYDIA SANTIAGO EXT. 3402 GAS - BILLY DUPRE EXT. 4705 AT&T CABLE: GREGORY VORCE (321)388-9494 EXISTING UTILITIES DISCLAIMER: EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. SURVEY NOTES 1) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. -- 2) CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. 3) PARCEL IN QUESTION CONTAINS 81,345.46 SQ FEET, MORE OR LESS. 4) MATTERS OF RECORD ACCORDING TO COMMITMENT FOR TITLE INSURANCE BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, SCHEDULE B—II, FILE # 8744.190626, EFFECTIVE 11:00 PM, SEPTEMBER 30, 2019 HAS BEEN REVIEWED AS TO MATTERS OF SURVEY FOR THE COMMITMENT AND ARE AS FOLLOWS: ITEMS 1, 2A, 2B, 2D, 2E, 3, 4, AND 7: NON —SURVEY MATTERS THAT AFFECT THE SUBJECT PROPERTY. ITEMS 2C, 5, AND 6 : SHOWN ON SURVEY. 5) THE LAST DATE OF FIELD WORK WAS DECEMBER 20, 2019, 6) THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS, AND INCLUDES ITEMS 1-4, 7A, 8, 9, 11, 13, 14, 16, 17, AND 19 OF TABLE A THEREOF. 7) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. ------ 8) BEARINGS SHOWN HERON ARE BASED UPON NORTH AMERICAN DATUM OF 1983, FLORIDA STATE PLANE PROJECTION PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 9) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 10) UNDERGROUND UTILITIES LOCATED BY PAINT MARKS SHOWN HEREON WERE SUPPLIED BY OTHERS PER DIG TICKET NO. 344913587, AS ORDERED BY CLIENT. 11) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING, IF ANY, SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 12) THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 13) THE HEREON DESCRIBED PROPERTY IS LOCATED WITHIN AREA OF MINIMAL FLOODING, FLOOD HAZARD ZONE DESIGNATION "X", ACCORDING TO FLOOD INSURANCE RATE MAP No. 12111C0186J, SAINT LUCIE COUNTY, FLORIDA, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.), EFFECTIVE DATE FEBRUARY 16, 2012. 14) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88) AND ARE IN FEET AND FRACTIONS THEREOF AND ARE BASED ON ST. LUCIE K COUNTY BENCHMARK NO. VIR 3-22 HARRY HAVING A PUBLISHED ELEVATIONS OF 15.84' NAVD88. 15) THE INTENDED USE OF THIS SURVEY IS COMMERCIAL HAVING A HORIZONTAL ACCURACY OF 0.04' AND A VERTICAL ACCURACY OF 0.10'. PROPERTY DESCRIPTION THE EAST 1/2 OF THE NE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, LESS THE FOLLOWING: THE WEST 50 FEET: THE EAST 25 FEET; THE SOUTH 181 FEET; THE NORTH 149.58 FEET FOR DRAINAGE CANAL AND VIRGINIA AVENUE RIGHT OF WAY. LESS AND EXCEPT PARCEL NO. 118 IN ORDER OF TAKING RECORDED IN OFFICIAL RECORDS — BOOK 787, PAGE 51, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST 1/2 OF THE NE 1/4 OF THE NW 1/4 OF THE M/V 1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SAID EAST 1/2 OF THE NE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 20; RUN THENCE N 89.55'26", E ALONG THE SOUTHERLY LINE THEREOF, A DISTANCE OF 50.03 FEET TO THE EASTERLY RIGHT OF WAY LINE OF SOUTH 38TH STREET, THENCE N 02.09'15" W ALONG SAID EASTERLY LINE A DISTANCE OF 474.69 FEET TO THE PONT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE N 02.09'15" W ALONG SAID EASTERLY LINE A DISTANCE OF 25.90 FEET TO THE N SOUTHERLY RIGHT OF WAY LINE OF VIRGINIA AVE.; THENCE N 89.51'45" E ALONG SAID SOUTHERLY LINE A DISTANCE OF 25.90 FEET; THENCE S 43.51'15" W A DISTANCE OF 35.97 FEET TO THE POINT OF BEGINNING. i 3 4 5 5 9 10 FOR T PIERCE, FL HWY 70 (VIRGINIA AVE) GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM JULY 2020 Always ciall MuL be -fore you dig. Not to Scale 12 INDEX TO CIVIL SITE PLAN SHEETS 13 SHEET DESCRIPTION CO COVER SHEET C1 EXISTING CONDITIONS - DEMOLITION PLAN C2 SITE PLAN & GEOMETRIC LAYOUT C2(A) WETLAND IMPACT EXHIBIT C3 GEOMETRIC LAYOUT AND UTILITY PLAN C4 GRADING AND DRAINAGE PLAN C5 POND PLAN & PROFILES C6 DIRECTIONAL BORE PROFILE (VIRGINIA AVE) C7 DIRECTIONAL BORE PROFILE (38th STREET) C8 CIVIL CONSTRUCTION NOTES C9-12 CIVIL CONSTRUCTION DETAILS C13 WATER CONSTRUCTION '. ETAILS C14 SEWER CONSTRUCTION DETAILS C15 SEWER LIFT STATION DETAIL C16 EROSION CONTROL PLAN C17 EROSION CONTROL DETAILS C18 TRAFFIC CONTROL DETAILS 4 15 16 FPUA STANDARDS AND DETAILS ' N THIS LIST INCLUDES ALL THE FPUA STANDARDS AND DETAILS INCLUDED IN THIS PLAN SET: W N A Z 00 110 • ^N Mm •• F W�MC,: �; Ge Ot — WATER DISTRIBUTION NOTES o v v a, � vr` •• G-02 — WASTEWATER CONSTRUCTION NOTES ° v `d _< •• G-03 — WATER —SEWER CONFLICT NOTES w a w w •• R-02 — PAVEMENT RESTORATION cca cv cv q �m . � • WATER r w 4 o o'Z7� •• W-01 — WATER METER PLACEMENT POLICY o �+ v •• W-4A — TYPICAL MULTIPLE WATER SERVICE ^ v ®N 2 .2 CONNECTION COMMERCIAL N o k P, 04 cv aY O fz, • •• SEWER — WASTEWATER SERVICE PLACEMENT POLICY 0 o •• S-2 — SERVICE CONNECTION •• S-3 — SERVICE CONNECTION •• S-48 — TERMINAL CLEANOUT N •• S-16 — GRINDER STATION CONNECTION - • MISCELLANEOUS •• M-1 — TYPICAL TRENCH DETAILS •• M-2 — BACKFILLING REQUIREMENTS con •• M-5 — UTILITY CROSSING Uj •• M-16 — DIRECTIONAL BORE • o � ' U Ln F o Z �U 0 y t;S�Aif�tiiiilfl `.' U C STATE OF FLORIDA COUNTY OF ST LUCIE OUTSIDE FORT PIERCE CITY LIMITS ZONING: CG - COMMERCIAL GENERAL LAND USE: COM - Commercial YARD SETBACKS (& LANDSCAPE BUFFERS), - FRONT: 25' (15' BUFFER) SIDE: 10' (10' BUFFER) REAR: 20' (10' BUFFER) SIDE CORNER: 20' (15' BUFFER) PARKING REQUIRED: 4.49 SPACES / 1000 SF GFA Based upon the 4th edition of the ITE parking Generation Manual 315 - "Free Standing Discount Store" 9100 SF / 1000 * 4.49 = 40.9 SPACES PARKING PROVIDED: 41 SPACES (INC. 2 H/C) BICYCLE PARKING: 6 SPACES MINIMUM TOTAL SITE AREA: 1.87 AC (APPROX. 81,645 S.F.) AREA BREAKDOWN ROOFTOP: APPROX. 9,148 S.F. ASPHALT: APPROX. 25,265 S.F. CONCRETE: APPROX. 6,534 S.F. PERVIOUS SURFACES: APPROX. 24,829 S.F. POND BOTTOMS: APPROX. 9,583 S.F. EXPECTED CONSTRUCTION SCHEDULE: — BEGIN: 10/05/20 END: 04/02/21 6 8 9 1 u 12 OWNER/DEVELOPER: ENGINEER: HSC FORT PIERCE, LLC JADE CONSULTING, LLC HAYMIFS SNEDEKER TREY JINRIGHT, P.E. PO LOX 130 PAUL MARCINKO, P.E. DAPHNE, AL 36526 PO BOX 1929 (251) 243-0708 FAIRHOPE, AL 36533 (251)252-9898(FAX) (251)928-3443 (251)928-3665(FAX) LANDSCAPE ARCHITECT: SURVEYOR: WAS DESIGN EDC - INC. CHAD WATKINS TONY CANTON 218 N. ALSTON STREET 10250 SW Village Parkway - Suite 201 FOLEY, AL 36535 Port Saint Lucie, Florida 34987 (251) 948-7181 0: 772.462.2455 1 C: 000.000.0000 (251) 981-8722 TonyCanton@EDC-Inc.com I www.EDC-Inc.com NOTE: NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THE BMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND APPROVED BY THE CITY. 3 14 15 16 E E w o q E 3 0 3 H W o 0 0 0 0 a w F-+ C) �--� N a m � OHO z M M n O L/] w PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHKD BY: PCJ/PWM SHEET NO: N C 0 COVER SHEET 1 1 2 3 4 5 6 7 8 9 10 1 i2 15 14 15 116 REQD., SAWCUT AND REPLACE APPROX. 20 LF EX. SIDEWALK FOR SEWER TAP X X x X J6 CONTRACTOR TO AVOID IMPACT TO EXIST. POWER POLES AND EXIST. GUARD RAIL — - X-9 -- X F 43 X J6 166 I63px I6_— GAS — GAS: Gam` '" I -- GAS GAS GAG 5 GA6 ��` G _ GAS ,, , —r r s:.t; X..: cc$ G, 6 °•� IS _ 91 —10'SSFM •33 - G �'• L,_,�, c—� Gas---,-- cAs� cas cas9. r - ;A511_,GA6 leas._. c�1S -:„-ens-Xr6 Ito"ssrtt=.-. G a..rt,vU`ARBRA+t10 ss`T<_.—=Lip,•ssF1-p-I 5< ck.,— Gns r� s ,n5— A4 1560U I r X S X. �t RhiX_. T I t Xt XtS> x4@ XX .7S Ak PR��OCAIIOIV EX. CPR-. Xr°Sa-Y �I '. YiS r �y m F a S S S rS g (� <. X 'il~ W N M w� N 4 Q m �:: OO S s II F-1 61 S> 4g 3@(NOT SURVEYED) 51 I t. N hr @ 3s LEGEND C� �N 0� x, • XJ c APPROX GAS LILAC LOCATION x �I` ,' r x Jg �"' 9.p V CC r" [� - X ° APPROX SEWER LINE LOCATION •B > r Z - z Im Sx 9 xt~ 1r r x ro �' "� 3 a 6 > o s 4 ° B ° VIRGINIA AVM °S4 X J,, I �,r '61 >4 5, O u� x X,. (PUBLICLY DEDICATED AND MAINTAINED ROW) �''-1� - BENCHMARK r6 a g r6 A,_. Xrs ol� G1 v,�56 xrs „ , w �^:- xzo D f� o Ci. Cra N 3 N V� REQD., CONTRACTOR TO VERIFY LOCATION OF EXISTING GUY °> a> ' 03 AXLE EXISTING AXLE FOUND Q 9o� N (V r616 --J x4j - ___ WIRE AND COORDINATE WITH ENGINEER IMMEDIATELY WITH ' X '"' '' , ��-( >9 ANY CONFLICT WITH THE PROPOSED SIDEWALK xJ66 XI683 / -. Xi ' 6 CMF ❑ CONCRETE MONUMENT FOUND o "' o CL7 vl JIB%v REQD. REMOVE EXISTING 6 _ TREES AND VEGETATION I I S u b N v ®� 44 L A N D s c A P E D M E D A N I READ. REMOVE APPROX. 921 SF EX. OTF 0 OPEN TOP IRON PIPE FOUND xrr :,, x O � . Xt S x w _. X13is xn " Xr 9 X X,o SO P4 o �� °s 6 9 k6@' I I SIDEWALK PLUS CURB & GUTTER CRF CAPPED ROD FOUND d 6r< 'i' I19 �o ��� °4a 656 PROVIDE SMOOTH EDGE FOR TIE-IN 5 GRAPHICSCALE O o xJ-s Xr�' RIGHT of wAv TAKING X'�s �� X'6. XJ6 Xr6 XJS x IXIs, X r Xl CRS Q CAPPED ROD SET 30 0 30 C7 w O 6 a= 3� F.. VIRGINI. �'{ I �. .�, 5p4 °°- ---- (ORB 87. PG 57)'. I _ J �.O.V� RIGHT-OF-WAY °f X„<, Xrq. Nt39°5145 (D) XJ x16�° (PUBLICLJi�s�E[71CA 4 phq� Mp�NT-AµJ • XIS xJ>., ' I. ''t \rnJVIA.VL�LLJ Xr56 krS@ CENTERLINE v� N89'S342'E(C)- - �t'Rl ll�� IE)XI) 6> 6 N o r- u` J II AA xl @ APPROX 11 TERLI F 16CATION ° - CENTERLINE IN FEET --,rw x w- -,2w _� I Inch = 30 ft. 1 —%.—. t2 W 12 W it-12"W — 12 W. -12' 72 W 12'W� —_— .(_. S _153,X_' � 6> S-X7 6 - Xrssr iz w 1z'w t 12"W - 2' t ! ysp@ 12"W' u2 12"W z w v PROPERTY LINE C/ �q 1.6�> ).160 X XJ� r59j4 iIJ- l r XI X i$S,y � :.. Icy XI X r� X zts row > ° TCHH _..-=�a ° :,J 4- I _. ( I� rS /55 I _Ls-'� ;n�, DLit: X ort : x T9 i _ X.::. x x'ssv X I L.. "_.......--..",_..._ -. PROPERTY LINE (ADJACENT) -. /� �, JS2 UGE LGE� 10:,7 ,.. p PPLu .. J,z r x ✓ 4 m 04 ( I•,� JS�_ — — C O . , — ( I EHH 1 x { �. off - - EXIST. EASEMENT LINE EX. UNDERGROUND TILIN EASEMENT ORB r25, PG POLE a-6 X 0 ' 1 35 96 S ELECTRIC LINES EX. 'QRAFFIC CABINET $ --.. ..—e..—... ry 1 IS J� I6 ,r 1 ,1: XJS WITH -�- EXIST. OVERHEAD UTILITY AND UTILITY POLE ., 49 DROP 3 PP tl? O O SET 5/8' IRC ` ��"' rt 1 r ,a,: I � X REQD., REMOVE AND RESET xl >� o s II S �;M P. J>C) W) EXISTING RIM ELEV. TO 13.15 \1: �� "'" FPUA XEr� E ANT} s BUY p °-- EXIST. GUY WIRE AND UTILITY POLE z u t Z��-- xro<->4 EXIST. WATER LINE y v c s X z x xJ r4 c X A X �� �4,-,6 ,ss_ ss EXIST. SANITARY SEWER LINE V ;; oa r D xJ 6 -® 79x � � � '1565 4 9x X1, Ixr; � r4 � _ ` � 43 m : I' I x FE1`IJA EASE hI�NT) y �m°._.. o 1--.9y x - GAS GAS — EXIST. GAS LINE tr H /may EXIST UNDER G o w o / X J6 �J ROUND CABLE LINE X N>O 14.84X u z z~� �V/WEFLAND IMPACT 1 a w O Q i' r s ,<t� �sreasx«zx:a 0.43 Ac. (18,731 SF) J a °n; FO FO EXIST. FIBER OPTIC CABLE LINE It r < .• � ., ,/ >e n ,n � � � � _ ASH WT - APPROX. 14.50 � � ` � P` � ¢ � �, X'6a4 X �, y ti ,z!,-.r,-,.-�. �.-..-..- EXIST. TELEPHONE LINE r X 3 6 _I -..... I ��� g�� �Ia� a o 4, o __ _ _ _ ..__. - EXIST. FENCE LINEENg Pc4 r3 7s n r ��,y� 9 _ �� 6 x 81�°�� �; - X X �x4----------- 8 23 r 1 Xr>._ x16, X x X s4e x I I',,I�----------- EXIST. PIPE o: ' ,x, i>I Og a@9 J3 p � ��� EXISTING BUILDING ��aa uu _ I FEE:17.85' EXIST. 1 FOOT CONTOUR [- EXISTING BUILDING 5�4 o Js�.l�f �.� I I 159 FEE:17.99' I I o'9 '0 � �?' �,� XI4 a I�.`Z.OF �� xJ c c lF9 � W se EXIST. 5 FOOT CONTOUR E` STATE OF w _ c? _? Q X 3.6o EXIST. GRADE SPOT ELEVATION � S 0 R t G i Xts9 L.... \ \? \ \ \ \J; X' Z `I I I Ow z W a ,,,, �0 IIIL I I I I S\ I I I I 10,,w ; g O O ®PP EXIST. POWER POLE z Q 'N I O Z QQ Z Q I�\ \ a o 2'z o w D- EXIST. LIGHT POLE do O I Z I 16V J _. , �C y �y v' -i I / (n Q i N Q 0% L% w Ul I- (� Z 9 11 U 1 su xl°V, X6,@� 60 `�sg6 hrs as W `- -� ?�� xss7 WR q>>LL Q © EXIST. ELECTRICAL BOX s X' O 0 ly I I `�` \ �X ` �_ W V ....��� if f!9I — ..-_ I I I� I I 6,:.� �'p'prj-�,--__.... '= Q JS I ~ __- __ `'Z - I� W W a m It U w o l a O @ C� xr ��� �rr3 % i maw a o O EXIST. WATER METER F ¢ F n Wuo Q� ( z 1� 6 �Dw ""� �JwT'W( 33 0 �, aW W 0 (j _ � J 3 D o � D4� EXIST. WATER VALVE 1 I @ Low �Xs- �1 �z wzD �UcC Xlseo m � d W \ �` JI r ¢ _ w zw Z CCC OO EXIST. WATER 1/ELLJ 1 W X. - W 01 J ��� \ \ Q I I I I I I G J Q (7 Q M r6.t3 U) - W c -}9' P+. Q a O�Z Q NO �i ¢WNW Z �% P. Pr Z I I I W o'a °m D W z EXIST. FIRE HYDRANT z a P - ��'����^q J �I 3 x 0 N ' O ()H ;r�i� r- O W- I I O z W x 6r643X I64iJ--� Q `- xJ X Xrs < '. Xr XJ563 O N Z Q xrs, SUBJECT PARS; W x�5o9 \ III I I I - - z z - - - - - - OO EXIST. SANITARY SEWER MANHOLE w OC z 3 a w D _ U EXIST. GAS VALVE W O H O a _J W'3 s0 9y m� o>DQ APPROX. 1.80A I III I w Q 2�>M O 0 \ IZ M N� W Z \ \ \ I U' LLI N Ems- z z •- W ` �Z w w m I I I I 0 0 ; w a © EXIST. GAS LINE MARKER o z 3 O v I Ci a o III I I N Z O EXIST. FIBER OPTIC CABLE BOX Q N o W IIII I z zza XI66 W Q no \ ` Z F- . = EXIST. FIBER OPTIC CABLE POST N >o� Q (A I3X XS \ �N.� III f I W W CI LU S EXIST. FIBER OPTIC CABLE MANHOLE NOTES L u F X X J @p X S99 xJs66 �.. XJS I I I I I ~ .d- Q H 00 F z d 3 o X[, 4 Js 9 I w J O EXIST. TELEPHONE BOX PER GEOTECHNICAL SUBSURFACE EXPLORATION, ADDENDUM y_ 6 ° @ @ 4.9�0 I°� REQD., CLEARING AND GRUBING it I I I (I o v d REPORT FROM UNIVERSAL ENGINEERING SCIENCES ON DEC. 31 (� O W O EXIST. STORM SEWER MANHOLE Q H 3 rn w 3 2019. THE SILTY FINE SANDS [SC], CLAYEY FINE SANDS [SC], AND H z SANDY CLAYS [CHI BE EXCAVATED AND REMOVED FROM THE `,-( <� wz �I� T zz O REQD., REMOVE VEGETATION w p z N H �j EXIST. ASPHALT PAVING PROPOSED RETENTION BASIN FOOTPRINTS TO A DEPTH OF AT E-.I C1� �� w a G I I I I I I LEAST 7 FEET BELOW BOTTOM OF POND LEVELS AND REPLACED w Lu cc O H O N js __ ¢ WITH CLEAN FINE SANDS [SP] WITH PERMEABILITY RATES OF AT Wa cn z w d ° O w LEAST K >_ 10 INCHES/HOUR AT A DENSITY OF APPROXIMATELY O w �� a l 6 r" x ( III w o z U EXIST. CONCRETE 92% OF THE MODIFIED PROCTOR TEST. W C� x X x66r X Spa IgOs I I I I I I o w UL o O A l ?i Ld w > _j V/ 1J H- z(n a a I b..mro� Lu ® �"I ti W ` j AS�� _ 1 I I I 0. D 0¢ O ® TO BE REMOVED a N W �:. ? ,r- 589' 57' 19"W 256.31' o ¢ w L- I O¢aC W ,.�% uI L¢woo Z p J (� / ' z X s I I D¢ z X TO BE REMOVED J 5 518" IRC J Q Z / 4I gu ��^^``�� (LB80 8) (D ¢ w N Z ;1�_I G.JX'{xf J END 5/B'�f1,2 ;^.... z" " -- d D / .� M 444»' U) _ � gam Ld NO ID) y _i-.s �� I I _ Always 1l Sal efe -✓ ,/ XJ6 I TO BE REMOVED ' O OO xJ6306 JO Xtl X76P> ,��, 1 "•Pp 2 XJ }'. XIS's'S I - J¢�3 x4?9 X r @ I o W try, Z.,, ) Q t _V�--'1 PARCE ID: 2420 1 0002 200 1 / r603 \ ISS9 �ox 46w 6j 4 m7 r Y OWNER 1: ADIJEH EZANI GRACE X X X 1"� > oD SITE AD ES5:3ANT O\RD OWPARCERI:2420-2EPENAL¢0 s 46 EXISTING UTILITIES DISCLAIMER: U U N D ¢ j 4!, VACANT '% / OWNER 1:SS: 37 EARNAL�YR I I - i SITE ADDRESINGLE STORY R SIDENC RD oW!± �r LZI sINGLEsroRYRESIDENCE I I I EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON �j °F" ¢w \ �y�'/\f (\ [ AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO [� �I ):. �Zti I a, / v ,k� I O �y a tOA �`N VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR V1 X16 x `xr6 OA eN6je r-e 6 XI e x16�3 XJ6• a9@ x x X TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE m 4o a6 ( t,# •Sg 40 46 $,� J663 i I I Jq,2 ., rs>¢ xrs4 NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE O �T z° I 4 FOUND.00 • 1--1 h•-( >x S I Jlp : I 04 I � I / x w •� I i EXISTING RESIDENCE �..� \FS, 'EXISTING RESIDENCE w a z w ( FEE:18.06' I I I W FFE:17.22' O =a „A o OCN fn 2\l^ LL D m o 3 Io CQ' J6 ,Z XI69c° [}I z O m o I .z T 1 (""1 CPU xJ '9c° � OJ XJ6 XJ L........_ m XI6 Xr 1 X�6 [ �.,J x % C> ?_ .- .@@ CV I693 XI6 6A6 x • ,0 .._,_ .. ..__...... @S v'^` 0J � 69 I GI.ae -_'_.'t_, I,{i-'I. _ i I ,p@ `� I XI @9 XJS � ,., XIS ¢ S, ^. 1 O C) O X I Xr6'@$ (7\1`\ i.:d 0 � } � .0 I `� z xJ�4 X X X I w 4 a � - - - - - - xl x o X Xr (0)3.61.LS.68IN 1ft�, ", X6@@ �643 6@<' d N JI �N. z - w w �� xJ4 j9 1, x7 v x ri L- - - xJ x m a >05 <r,R(<': 169g X �� _xJ .,443pg33 4S6 (PUBLICLY DEDICATE MAINTAINED P.01t7 '<6 a 4 -_ _— �I = ' 2 �J A T � 7�^{y Tye c — ---- ' -r- \ >c X S '� .>s X I! �.11 ARN(�LD; lYL,� x. c x•2j5 (\ I I Xi,;�.\ �yJ 66 rX,6,66 I .: ,r I> 8 o r>J r>r SOU111 LINE O, THE ISE 1/4 OF 1III.. 6yC; x. J6>6 EX. CATCH BASIN X - NW 1/4 OF THE NW 1/4 SECTION !0 N N RIM:16.81' r>u4 x 1tl c� 12" E INV: 14.01' _ _ri4g 0 �16>9 %T$ 6>`C - 12" S INV: 14.96' x x 0 � EX. CATCH BASING 0 I1i ,15:5y� 74•� 9 xJ666 xJ>4 J>54 1>4j R M:16.98' X vJ <'6„,1,J " X xJS XI4 - 4 = 12" NE INV: 14.04' r6,g 5� 6 90 �/ -- 12" W INV: 14.30' XJS SITE SURVEY PROVIDED BY: M PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHKD BY: PCJ/PWM ENGINEERS Q SURVEYORS ENVIRONMENTAL SHEET NO: 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 N C I ET 772-462-2455 EXISTING & '^i www.edc-inacom DEMO PLAN - S 4 10 1 12 1 13 1 14 1 15 16 iI lf., INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES FORT PIERCE UTILITES AUTHORITY ANA M. JOHNSON, BUSINESS DEVELOPMENT OFFICER 206 S. 6TH STREET, ELECTRIC, WATER, SEWER, GAS: FORT PIERCE, FL 34950 (772) 466-1600 EXT. 3012 ELECTRIC - SAL SCIMECA EXT. 6957 WATER/SEWER - LYDIA SANTIAGO EXT. 3402 GAS - BILLY DUPRE EXT. 4705 AT&T CABLE: GREGORY VORCE (321)388-9494 CRF 0 CAPPED ROD FOUND CRS Q CAPPED ROD SET —$0V'— RIGHT-OF-WAY PROPERTY LINE -- __-. — PROPERTY LINE (ADJACENT) — — — EXIST. EASEMENT LINE "PP EXIST. OVERHEAD UTILITY AND UTILITY POLE GUY ----QPP EXIST. GUY WIRE AND UTILITY POLE W W EXIST. WATER LINE ss ss EXIST. SANITARY SEWER LINE TEL TEL EXIST. TELEPHONE LINE n EXIST. FENCE LINE ----------- - __________ EXIST. PIPE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB E CPP EXIST. CONC. POWER POLE EXIST. LIGHT POLE EXIST. WATER METER Nwv EXIST. WATER VALVE 7X EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING n'�I�a 313 l AIM u t` WIr (LZDO . Q SEY,5/8" IRC I 0 W (1) ?. (LB86§8) I - Q E 15.00 53.00 COf�C : DELIVERY PAD: -HIV/ DUMPSTER ENCLOSURE` ` I O �� (NO ID) o 1 1 z9' N REQD., 90 LF 8' HIGH WOODEN PRIVACY FENCE I I I s.c 0 45.50 1 ` 1.26' E a 0.00 c w v t / PARCEL ID: 2420-221-0002-200-1 I D f �' 4 OWNER 1:'kHADIJEH RAMEZANI GRACE - I v SITE ADDRESS: 3704 ARNOLD RD A % 'V VACANT N 2 3 4 5 6 PARCELID:2420-221-0004-000-3 OWNER 1:SYLVIA E PENALOZA SITE ADDRESS; 3700 ARNOLD RD SINGLE STORY RESIDENCE 7 8 9 4.00 19.50 WB-67 Tractor Width Trailer Width Tractor Track Trailer Track 0 12 EXIST. CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED JOINT LAYOUT PROPOSED EXPANSION JOINT (@7 O PROPOSED CONTRACTION/SAW CUT JOINT feet STRIPING NOTES 8.00 Lock to Lock Time 6.0 STRIPING ON CONCRETE SHOULD ALWAYS BE YELLOW. 8.50 Steering Angle 28.4 8.00 Articulating Angle 75.0 STRIPING ON ASPHALT SHOULD ALWAYS BE WHITE. 8.50 3 14 15 16 F o o > Fj q ¢ � w d o w b o G W o 0 0 0 0 W K U �J C!1 w PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N C2 SITE PLAN 2 3 4 5 6 7 8 9 10 1 12 13 14 15 16 M M kn W N M 6 A zt cc r yw R.w N3 - Q "'CNin N ozN�GCq moo/ CA o4 0 r4 OL_.____................................_.... y pq ti ro KJ a [) O GRAPHIC SCALE O G a q o 30 0 30 N ( IN FEET). a� 1 inch = 30 ft. m m mbp a z u CJ Q u �c i r7) LEGEND BENCHMARK CRF 0 CAPPED ROD FOUND CRS Q CAPPED ROD SET --BO'L— RIGHT-OF-WAY PROPERTY LINE - — ----- PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE FP EXIST. OVERHEAD UTILITY AND UTILITY POLE GUY P� P EXIST. GUY WIRE AND UTILITY POLE w W EXIST. WATER LINE ss ss EXIST. SANITARY SEWER LINE TEL — TEL EXIST. TELEPHONE LINE n EXIST. FENCE LINE EXIST. PIPE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB ®°'° EXIST. CONC. POWER POLE EXIST. LIGHT POLE 0 EXIST. WATER METER D4 EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING EXIST. CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) M I PROJECT NO: 1646.20 DRAWN BY: ZAM/PW CRK'D BY: PCJ/PWN SHEET NO: N C2(A' WETLAND EXHIBIT 2 3 4 5 ( 6 7 9 10 11 12 13 14 15 16 2 3 4 5 6 7 GAS v E C I I v T/� Kkr r RIGHT OF WAY TAKING N89 51 45"(D) N85 34?"E(C) -ia'v — iz A 1�143 59 1 G 85 96 REQD., 2"X10" SS DBL STRAP SERVICE SADDLE AND GAS = GAS-, GAS - GAS-1, GAS` G C 9 10 11 ( 12 3 - REQD., REPLACE ANY SIDEWALK REMOVED FOR SEWER INSTALL WORK NOTES TO CONTRACTOR I - GAB- GAS GAS GAS GASGAG -GAS OA9GAS 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE AS GA$, GA GAS - � APPROX. 30 LF 2' HDPE SDR 9 INSTALLED VIA DIRECTIONAL DRILL �Q i „ AT 36" MINIMUM DEPTH E (SEE DETAIL SHEFF C7 8, C14' �y 4` EXISTING BUILDING ` 4' sw ' _ FFE:17.85' EXISTING BUILDING FFE:17.99'LU + ,{+ I 'M ii f 18 BUILDING INDICATED IIN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER. 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO - TO THE OWNER FOR REVIEW. 5, THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 6. ALL EARTHWORI( SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS. to E m MAIN �� 1 I I REQD., APPROX. 315 LF UNDERGROUND ELECTRICAL CONDUIT I. ENTRANCE.; .... ' .. � ��` � I (COORDINATE WITH LOCAL UTILITY AND MEP PLANS FOR DETAILS) ROUTING ONLY SHOWN ON CIVIL PLANS FOR REFERENCE AND EASEMENT PLACEMENT I. W ^ N " .N ,i �Q r APPROX. 1.80 C { . > z 1L PROPOSED a:1 O 0 In BUILDING ! Fa x� z ° 9,100 SF r. G REQD., TEE WYE W/CLEANOUT I aJ z INV = 15.77 (A 10' LANDSCAPE BUFFER UTILITY INF(DR-MATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES FORT PIERCE UTILITES AUTHORITY ANA M. JOHNSON, BUSINESS DE\-ELOPMENT OFFICER 206 S. 6TH STRi ET, ELECTRIC, WATER, SEWER, GAS: FORT PIERCE, FIL 4950 (772) 466-1600 EX!, 3012 ELECTRIC - SAL SCIMEC; EXT. 6957 WATER/SEWER - LYDIA SANTIAGO EXT. 3402 GAS - BILLY DUPRE EXT. 4705 AT&T CABLE: GREGORY VORCE (321)388-9494 Y REQD., PAD MOUNT TRANSFORMER WITHIN EASEMENT v - -t - (COORDINATE WITH LOCAL UTILITY AND MEP PLANS FOR DETAILS S89° 57' 19"W 255,31' ) b«I I LOCATION ONLY SHOWN ON CIVIL PLANS FOR REFERENCE AND EASEMENT PLACEMENT a -r SE`C S/8 IRC 70.00 107.42' o (LB80�8) 1" ty IC �k FND 5/8 lt: C,O�0, -DELIVERY PA W1 DUMPSTER ENaosiJ RE a U (No TO) z U o 1 izb'E I READ., DUPLEX GRINDER PUMP STATION / y { RIM = 18.50 S1I 0 l I INV =14.92 I READ., APPROX. 85 LF 4" SCH 40 PVC @ 1 .00% MIN r 0 8PN / ()} (:)L?A 8!N "' I z ^� I ; EXISTING RESIDENCE 'EXISTING RESIDENCE FIFE: 17.22' [-J FFE:18.06' w xz zo=o.___ o - z - - �¢o I o0 I I £Ja^ I o 0 o O M < (OJ3,6C,LS.68N �,._.../"'�,_,%"^......_,.�`.....__•""�^_. � ', N N aN z<�u 9z.9 .69N I I z0 _ ,. V ,"' _ _ Im a m i? (PUBLICLY DEDICATED. AND MAINTAINED ROW) �. lip Wz ARNOLD D® - II SOUTH L'NE OF THE NE 1/4 of yj1E EX. CATCH BASIN —ISS NW 1/4 OF THE NW 1/4 SECTION 20 RIM:16.81' -- - 12" E INV. 14.01' 12" S INV: 14.96' 15.25 EX. CATCH BASIN 6.56 z X 14.66 RIM! 16.98' y X 14.56 x 12" NE INV: 14.04' 12" W INV: 14.30' 3 ? , - / 8 9 C 14 15 GRAPHIC SCALE 30 0 30 ( IN FEET ) 1 inch = 30 ft, LEGEND 16 11C �.' M�N A ­j-Oo EU� ro�N 00� ov MM N Q 5 u c oCq O N c ®N Ow SO o>1 3 4NP4ow C U G a ro C C r con z w z U G U� U u o L BENCHMARK CRF 0 CAPPED ROD FOUND CRS Q CAPPED ROD SET - BO12'- RIGHT-OF-WAY PROPERTY LINE - -- PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE �- GUY DPP EXIST. GUY WIRE AND UTILITY POLE -W W EXIST. WATER LINE —SS—SS—EXIST. SANITARY SEWER LINE TEL TEL EXIST. TELEPHONE LINE n EXIST. FENCE LINE ---____-___ EXIST. PIPE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB ®OPP EXIST. CONC. POWER POLE EXIST. LIGHT POLE EXIST. WATER METER D4 EXIST. WATER VALVE y o EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING EXIST. CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) UTILITY NOTE: CONTRACTOR TO STUB OUT UTILITIES TO WITHIN 5' OF BUILDING. COORDINATE WITH PLUMBING PLANS FOR CONNECTION EXISTING UTILITIES DISCLAIMER: tAn 1 ilvIJ U I iLI I Its INUICA I tU UN I HESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. 12 14 SITE SURVEY PROVIDED BY: 15 i ENGINEERS 0 SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 772-462-2455 u www.edo-inc.com 16 A PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N C3 GEO & UTILITY PLAN 9 10 XISS4 .. . _- REQD., 72" DIA. CONCRETE BOX oH� :"BROOKS BOX" OUTFALL STRUCTURE OHE LE aid (SEE DETAIL SHEET C12) BRIM ELEV = 18.50 OF x .� o�24" DIA. NYLOPLAST RISER INV - 16.75 ^ r s 3" ORFICE INV = 15.45 r. SUMP INV = 8.00 pf(S)12" HDPE INV (IN): 15.25 (E)12" HDPE INV (OUT): 12.07 REQD., 3:1 12" END TREATMENT, ' 1 ;4 12.00 X iINV. REQD., 28LF 12" HDPE @ 0 25 0 ^.* ,h w REQD , 20LF 12" HDPE @ 0.50% . X, REQD., 3:1 12" END TREATMENT rl j I INV. 15.35 x REQD., 3:1 18"xll" END TREATMENT 1�I 1 INV• 15.00 XX� I TOP OF BERM: 18.00 12 13 1 14 BENCHMARK NOTE: SEE EXISTING CONDITIONS SHEET C1 FOR T.B.M. (LOCATIONS FROM SURVEY) 15 16 U N U � � � W m m N A ® GD N cc CE S v v V't OM .0 oww- M Q `'�' c % ti NN ty .' O�i U 8 ?C ®N N D ®W P;NA0G5:4 o GRAPHIC SCALE O o r. 20 0 20 O aw bq Q ( IN FEET) 1 inch = 20 ft. con tiQ Results With 1fi hTailwater EL 14.5 Design Storm Discharge PeakPond91 Rate(CFS) Stage(fr) Pond Conf Info FDOT 100-yr, Mir Pre 7.64 16.48 Post 0.79 Pondi*I In€omi.tion FOOT 100-vr, 2-hr Pre 7-05 16.79 Top of Berin 18,00 Pos t 1.01 Bot of Pond 15.00 ,DOT 100 yr, 4 hr Pre Pest 5A1 2.82 16'96 SHMMr'1' 14.50 TW EL 14.50 PDOT 100-vr, 8-hr Pre Post 6.07 257 1593 FDOI` I00-vr,24-hr, Pre L93 16_&i pat I'll ,DOT 100 yr, 72-1u Pre Pot 1.29 0.69 16 78 SFWMD 25-yr_ 72-In Pre Post 5.80 1.63 16.44 _. Note- Tailwater elevation of 14.50 is approximate flaw line elevation of the grate inlet in gutter of Virginia Ave. w ) O . ELIVERY PAD;-,W/ DUMPSTER ENQLOS6F- E / 4 I I ! NOTES I o a w I k I PER GEOTECHNICAL SUBSURFACE EXPLORATION, ADDENDUM 0- W ro I I ! ] J REPORT FROM UNIVERSAL ENGINEERING SCIENCES ON DEC. 31 1- o o J� j\"J xis-- a� o 1 x Xr> t x 4 2019. THE SILTY FINE SANDS [SC], CLAYEY FINE SANDS [SC], AND xI63p,r6rp x, ,0 axr' z z < a ` x16�0 0 x A rs�s - I e3 SANDY CLAYS [CH] BE EXCAVATED AND REMOVED FROM THE .; O Q� W i 6' a \ NI II PROPOSED RETENTION BASIN FOOTPRINTS TO A DEPTH OF AT U p p `�� ' 1603 'ss9 �No "� LEAST 7 FEET BELOW BOTTOM OF POND LEVELS AND REPLACED M O LL O W \ I / x �l x �x I I x ix xt4e6 WITH CLEAN FINE SANDS [SP] WITH PERMEABILITY RATES OF AT w O 6s� I LEAST I< z 10 INCHES/HOUR AT A DENSITY OF APPROXIMATELY 92% OF THE MODIFIED PROCTOR TEST. I h� T Parking Lot Pond Pe rminter Building- Finished Floor Elev Min. Required Proposed Proposed HW Proposed Min. Min. Required Proposed N r'. K IN Storm Event Rainfall Depth Control Elevation Elev. NAVD 88 Elev. NAVD 88 Elev. NAVD 88 Elev. NAVD 88 Elev. NAVD 88 Elev. NAVD 88 Comments 5 Year- 24 Hour 4.75 inches 15.4S 15.76 17.00 - h 25 Year- 3 Day 9.5 Inches 15.45 - - 16.84 18.00 xr61 x x16, ? I OAN 6€. 100Year- 3 Day 11.0Inches 15.45 17.54* 19.00 * W/ Zero Discharge 3 4 5 6 8 9 10 12 1 ,5 LEGEND _ " C O (jI con U ¢ +- 1 U =4 , 4 3 N BENCHMARK CRF A CAPPED ROD FOUND CRS Q CAPPED ROD SET sRovy_ F RIGHT-OF-WAY PROPERTY LINE ------- - - PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE PP EXIST. OVERHEAD UTILITY AND UTILITY POLE �- GUY OPP EXIST. GUY WIRE AND UTILITY POLE W W EXIST. WATER LINE ss ss EXIST. SANITARY SEWER LINE -- TEL - TEL EXIST. TELEPHONE LINE n EXIST. FENCE LINE EXIST. PIPE PROPOSED SETBACK LINE IH PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB ®CPP EXIST. CONC. POWER POLE �z EXIST. LIGHT POLE EXIST. WATER METER D4Vvv EXIST. WATER VALVE EXIST. FIRE HYDRANT x N EXIST. ASPHALT PAVING EXIST. CONCRETE PROPOSED LIGHT DUTY ASPHALT K PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTY V j CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY I, CONCRETE (BROOM FINISH) �� -+a-- EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR _A14,60 EXIST. GRADE SPOT ELEVATION is �e PROPOSED 1 FOOT CONTOUR is - PROPOSED 5 FOOT CONTOUR M FINISHED GRADE ELEVATION (TOP OF CURB) T3-.O--o FINISHED GRADE ELEVATION �♦ DRAINAGE DIRECTION PROPOSED RIP RAP W/ FILTER BLANKET T MIN CLEAN SAND FILTER RETENTION BASIN BOTTOM ELEVATION = 8.00' (SEE NOTE THIS SHEET) 4 15 16 w O � w qWq L o w Q o � 0 N 0 0 0 w W O � � Cf M N C� C U/ ap Con w z PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: C4 GRADING PLAN 1 1 2 1 3 1 4 I 5 6 7 1 8 1 10 11 12 113 14 A B C E. F G W j K M N / U U '{�+ v' .... t '., 't/ �h ��' fit;, I I - V IA AVE x . nj{ h (PURL ir"Y4 DEDICA D' xJ xrs6> xJs� N D 1s,90 T.O.C. M 1{ 16.20 T.O.C. xls, w ", • �: K COW NE��% �?l?, 15.70 4@ 15_40 }3'w 1z•w ''1z w. { lz"w S 1z•'w ;E12"w iz •w X S / 12••w' 1zw 12 w`� 1z'w 12"w. 12"' I; -. hY ir'�! ei> ". ie. _-..v !�� 1 X 06 1'S ..._ .._ .. X X x x X- �s ,�s4 'S3 _ -� xrjs�p -� - -Y - 4 X •7 S 3 S \°oo Xrs xJs,,,. + }' y, f` h yt' 1'" > 15,94X o 1 n r. X „°... ° }S- __"_'.X d." ._G b _......_. .1'.-..._1 a '+ ,•s'9.. --�'T _." _ , _ T_ ow4`T o -.. 7": I _. ur _ _ `s m _ 1 eT-owe `� -% '• ucE ucE uce _REQD., 72" DIA. CONCRETE BOX ow [�v •r r _ _ -i 6- - F ° "BROOKS BOX" OUTFALL STRUCTURE �E < - - .. 6 � \\ O le FUTILITY EASEMENT ORB 725, PG 2561 ' Q s EX. UNDERGROUND �6 ( ) ie (SEE DETAIL SHEET C12) rH �� ` 1y1�,961� 6 A ELECTRIC LINES EX. TRAFFIC CABINET - -- �� 1� i1 RIM ELEV = 18.50 OP �Jgsr s l X 24" DIA. NYLOPLAST RISER INV = 16.75 I I.' ' v� ]• � �' xJ4I �s 18 ��� � INI 3" ORFICE INV = 15.45 f� SUMP INV - 8.00 4• ,^, / 17 _-- (S)12" HDPE INV (IN): 15.25 1 7 7 �t,t 9M . / 3 16 _ J (E)12 HDPE INV (OUT): 12.07 4� is 18.00 T:O.C. N 1 n ae6 <1 = ;.- - - - XOP OF BERM: 18.00 REQD. 60LF 18"X11" RCAP @ 0.00% "" o m n O. 17.50 18 REQD, 3:1 2 END TREATMENT? ¢m i IX + _ " - ;7 + - N I tnI ( N INV. 12.00 1 n c` Xo REQD., 4:1 18"x11" END TREATMENT o 18,35TI C. - n .. XIS 6jlss xJ4 xl i X mo w m o o o Qv, INV. 15.00 + D., 2 25% 6� i>v oQ 17-85 REQ 8 12' E @ 0� ✓�, a I I LF HDPE \ F- F F _.. _. -\ ,_ i C "'<7r t, ✓1'K./}1`(",�'<ri z C � h, 15.00 `i- -I - � -F � 'j- -F - � + -I I- + � I__ -1 1 �F -1 -Q -F -i -! � I - REQD., 20LF 12" HDPE @ 0 50% x N 0 ��. Y m m + + + 6,'�` R48q RE D., 3:1 12" END TREATMENT s A=2+25 15.00 INV.. 15.35 U z z " P +39,86 � � � •' 55 1:: � I „ � s t 1- t 16 k n .. ti� I n " I I I I I I REQD. 3:1 18 xll END TREATMENT 17 '° NV. 15.00 I w n 8.00T.O.C.' N� YI i 'h L b 00 20.0 It < 15.0 v O 3 OAK BIN W 0 4X n ti� 0 r a ALM BIN M 17_I (jj XJ. 17.80 T.O.G. '16 17�30 F '.', 17 95 T,O.0 r.. '17-4S REGRADE EX. ROADSIDE SWALE TO ENSURE POSITIVE DRAINAGE Profile View of North Pond REQD., CONCRETE SIDEWALK ALONG PROPERTY LINE Scale: 111=20' Horizontal OF BERM: 18.00 1 "=5" Vertical 0 0 /TOP o o o N N C. 6 XIQ © X 4 TOP OF BERM: 18.00 -i I EXISTING BUILDING ISO FFE:17.85 REQD, CONCRETE CURB & GUTTER r-REQD., 3:1 18"xll" END TREATMENT INV. 15.00 O O O co rn N N N N +39.65 2+66.18 2+91..ro 20.00 0+ .00 ano8s o+zo.90 2.02.K2rm.95 z REQD., CONCRETE SIDEWALK ALONG CURB &GUTTER 1 FINISHED GROUND REQD., 4:1 18"xll" END TREATMENT INV. 15.00 orz .01 - OM OF POND I15.00 � \ ( / BO EXIST. GROUND ( REQD, 60LF 18" RCAP @ 0.00% ' I [CROSSING PIPE: ELEC. CONDUIT (COORD W/ LOCAL UTILITY 1 STA 2+58.68 0+00.w 0+10.69 0+z0 O N O m Cq 0 20.0 10.0( co } } O O O y�0 TOP OF BERM: 18.00 O OV a CID � Station Tx\xx > REQD., 89LF 1811X11" RCAP @ 0.25%- REQD, 4:1 1811xll" END TREATMENT �`� � INV. 15.00 N N N N [CROSSING PIPE: 2" SDR 11 HDPE] STA 2+63.18 0.00 2+91.'A •OD O 1 00 N N REQD., CONCRETE CURB & GUTTER Profile View of South Pond REQD., CONCRETE CURB & GUTTER REQD., 4:1 18NII" END TREATMENT Scale: 111=20' Horizontal REQD., 4:1 18"xll" END TREATMENT TOP OF BERM: 18.00 INV. 15.00 1 "=5" Vertical FINISHED GROUND INV. 15.22 TOP OF BERM: 18.00 O O 0 O O 0 0 0 O O O 0 0 O 0 O O O N V CO 00 O N V' (0 00 O N V' (O 0D O N V LO + + + + + + + + + + + + + + + + + + O O O O t- N N N N N M M M M 1 S5.0o U)0]61+]6.09 1,96.62 2«34.50 «C4.50 3+50.00 20.00 0. o.DO 0,1a.o0 EXIST. GROUND i BOTTOM 0 POND: 15.00 REQD, 89LF 1811 RCAP @ 0.25% � � I BOTTOM 15.00 OF POND: n.nn nn -nm ee.,,. ..+n �.. _...,., ..nee., 9ilI.S1 9W 511 0 +O O O N ± (+r0 W N N N N N o O Station 10.00 3+50.00 O O 11 LID Cl) Cl) 15 16 N N •� c�+1 M M � w ° OM � z0M N It- zt D3Q0�� a) tao N N //�� M ►ry 44 0 o Cb •c z v wOw�a ovB a;N GRAPHIC SCALE °� u O o L" 20 0 20 w p N IS ( IN FEET) - 1inch = 20 ft. u � C p- '1 •O It I� F > a ¢ H z 3 0 33 � W G rOiO C`1 1+i a vi H a _ O W + M M oz W K U v z J •� o O � V) W z M PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N C5 POND PLAN & PROFILES 1 2 3 4 5 6 7 8 9 0 1'1 I 12 13 14 15 16 A B r 11 G11 N 1 2 3 4 5 6 8 j 9 10 11 12 13 14 o ¢w UJ z W oog J cl� d U u- [- z Ug� W J CL Cn W Lu � Q z z Q �LLJ Q U W�Lu _~1 ry UJ � �LL W W J CL Ln U O c O LL X = O 1 a Lu < Lu ULJ z Cy z O O U O ..0 Ln J z O I— w O p O p � p O i O 20.0 Oro) 00 FINISHED GROUND---, 15.01 m m 10.01 0 5.0 [CROSSING PIPE: 28LF 12" HDPE @ 0.25%] STA 0+15.52 TOP: 13.20 BOTTOM: 11.87 (MINIMUM 12" SEPARATION AT CROSSING) 0.0 (j� z X o, APPROX. 120 LF 2" HDPE DIRECTIONAL DRILL r,� < ` � �. I`,�_ N �rn (SEE DETAIL SHEET C14)� j ,'` a" / ' ,f �,' � �' ` }i ' x p p O p p p O O 0 0 0 O O O O I EX. CONCRETE SIDEWALK, GUARD RAIL, AND CURB & GUTTER 00 Op p p p � O O 1N )6 20.00 0+3 83 9+41� 85 0+5 27 0+5 51 j BACK OF EXISTING 6' EASEMENT REQD., CONCRETE CURB & GUTTER (REPLACE EXISTING) � I ____ ........ 1. - _. GROUND VIRGINIA AVE I I EXIST. GRO j III [CROSSING PIPE: Ex. 12 [CROSSI " WATER LINE CONNECTION POINT: EX. 10" SSFM @ 0.00% LINE] CONNECTION APPROX. STA 0+60.17 STA 1+59.75 APPROX. TOP: 11.14 APPROX. BOTTOM: 10.10 I APPROX. TOP: 10.86 APPROX. BOTTOM: 9.98 (MINIMUM 12" SEPARATION AT CROSSING NFIRM LOCATION BEFORE PROCEEDING WITH WORK AND ) (CONTRACTOR TO ENGINEER AND FPUA IMMEDIATELY WITH ANY DISCREPANCY)-- � COORD WITH ENG II I I j + - — - - - j I I I APPROX,LOCA - - REQD., GRIN DER STATION CONNECTION (S 16) TOP: U OW BOTTOM: UNK (SEE DETAIL SHEET C14) APPROX. 120 LF 2" HDPE DIRECTIONAL DRILL (CONTRACTOR (SEE DETAIL SHEET C14) Cooi D WITH 0+0 00 0+3 03 0+4A@ 65 0+5 27 0+5 91 p o � o o p O p N V O O + + O O O O O O p O O O O O O O O O O + + + Station REQD., 2"X10" SS DOUBLE STRAP SERVICE SADDLE AND VALVE 15 16 N N is kn kn m co A d' 00 °®MM a aroNU � ccl d'd' GRAPHIC SCALE O 10 0 10 °y o w w N ���� ( IN FEET) 1 inch = 10 ft. � W o-+ w (D con C Z) con z U U �x ` U 5 Pei 91 C 0 10.00 w TION EX. GAS MAIN +62.75 N NOWN TO CONFIRM LOCATION BEFORE PROCEEDING WITH WORK AND ENGINEER AND FPUA IMMEDIATELY WITH ANY DISCREPANCY) 0.00 4 5 6 8 9 0 j i2 3 14 15 16 vUi > O O f■ o ju K4-4 as o w M PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N V 6 DIRECTIONAL DRILL PROFILE (1) A F H N 3 I C 0 a) w 5 O x,-: xr5s, 7 5 9 Profile View of 38th St Waterline Directional Drill Scale: 1 "=10' Horizontal 1 "=5" Vertical Station 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o + 0 0 0 10 12 PROPERTY/R.O.W. LINE REQD., 3/4" POTABLE WATER METER (W-8) AND IRRIGATION METER (W-4A) (COORDINATE WITH LOCAL UTILITY) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m0 00 20.00 59 1+946] I+1 97 9.e a 0+s s 0+a 53 011 3 ' REGRADE EX. ROADSIDE SWALE (SEE i GRADING PLAT ) i TOP F BERM: 18.00 i BOTTOM OF POND: 15.00 1r . 9 10.0 0 0 0 0 59 N046] 1+0 W 0+8 0 0 0 0 0 0 0 0 APPROX. LOCATION EX. 6" PVC APPROX. STA 0+90.32 Station TOP: UNKNOWN [CROSSING PIPE: 127LF 18" RCAP @ 2.00%] BOTTOM: UNKNOWN STA 0+53.84 (CONTRACTOR TO CONFIRM LOCATION BEFORE PROCEEDING WITH WORK AND TOP: 12.91 BOTTOM: 11.49 COORD WITH ENGINEER AND FPUA IMMEDIATELY WITH ANY DISCREPANCY) (MINIMUM 12" SEPARATION AT CROSSING) REQD., 2"X6" SS DBL STRAP SERVICE SADDLE (PER STD DETAIL W-2) 0 0 0 0 m m 5.00 w 0 13 xls .a s ow 00 10.00 0 0 0 0 0 0 0 0 0 0 o 0 N o 0 0 0 0 o q REQD., APPROX. 190 LF 1" HDPE WATER SERVICE (CONTINUED TO BUILDING - SEE UTILITY PLAN) APPROX. 30 LF 2" HDPE SDR 9 INSTALLED VIA DIRECTIONAL DRILL AT 36" MINIMUM DEPTH) 14 1 1 � '5 16 » � N � c0 �i M T� y 00 M M GRAPHIC SCALE O cC t 10 0 10 ( IN FEET) Fa w o O 1 inch = 10 ft. ° ro C ®CIA O W h L O o F Cn S � Q C 7InD V) con 0 U D STATE OF F W - 0 W ° a > a p 3 F o 0 0 0 0 j w F; a 0 0 a � � O M� w o W �w ^^� -- 4 J O hr-i L w M PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N C/ DIRECTIONAL DRILL PROFILE (2) 4 5 6 7 g 9 10 2 3 4 15 6 2 8 1 9 1 10 1 11 12 13 14 1 15 IV I on c I 0 H K SITE NOTES 3 1 4 5 6 7 PROJECT NOTES SEDIMENT CONTROL AND STORMWATER MANAGEMENT NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERAL 1. ALL EROSION CONTROL PROCEDURES SHALL BE INSTALLED AND MAINTAINED IN LAWS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OF THESE LAWS AND ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTTAL PROTECTION REGULATIONS HAVE BEEN MET. STANDARDS FOR FDEP PERMITTING. 2, THE CONTRACTOR SHALL NOTIFY JADE CONSULTING'S RESPECTIVE TESTING COMPANY AND 2. ALL BEST MANAGEMENT PRACTICES (BMP) PROCEDURES SHALL BE IN PLACE AND INSPECTED ANY LOCAL JURISDICTIONAL INSPECTOR FOR APPROVAL 48 HOURS BEFORE THE BEGINNING OF PRIOR TO ANY LAND DISTURBING ACTIVITY. ANY SUBSEQUENT PHASE OF CONSTRUCTION. 3. ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSED AND MULCHED IF THEY WILL BE 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR LEFT UNATTENDED FOR 14 DAYS. ERRORS HE DISCOVERS IN THE PLANS. 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PROJECT ENGINEER 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE ONE -CALL LINE LOCATE CENTER AND/OR LOCAL JURISDICTIONAL INSPECTOR. FOR THE MARKING OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL RENEW CONFORMATION NUMBERS AS OFTEN AS REQUIRED DURING THE DURATION OF 5. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED BY THE CONTRACTOR AT THE PROJECT. THE CURRENT CONFORMATION NUMBER SHALL BE ON PROJECT SITES AT ALL CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED TIMES. THROUGHOUT THE PROJECT. (NO DIRECT PAYMENT) 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ANY AND 6. THE APPROVED BEST MANAGEMENT PRACTICES PLAN SHALL BE PRESENT ON THE SITE ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO WHENEVER LAND DISTURBING ACTIVITY HAS BEGUN. PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS. HOWEVER, THIS INFORMATION IS 7, SILT FENCE AND/OR EROSION CONTROL NETTING SHALL BE PLACED ALONG THE SHOWN FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO DOWNSTREAM SIDE OF ALL PROPOSED FILL CONSTRUCTION. RESPONSIBILITY FOR THE LOCATION OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR IS TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL STARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. 9. WHEN REQUIRED CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE. OF EACH WORKING DAY AND RAIN EVENT TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. CONTRACTOR SHALL PROPERLY MAINTAIN ALL BMP'S IN ACCORDANCE WITH FDEP. 7. ALL WATER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF THE "STANDARDS AND SPECIFICATIONS" OF THE FORT PIERCE 10. CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED OR IMPROPERLY UTILITIES AUTHORITY. FUNCTIONING BMP. 8. ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST 11. ANY SILT IN THE DETENTION POND(S) SHALL BE REMOVED AS DIRECTED BY THE PROJECT ADDITION OF THE "STANDARDS AND SPECIFICATIONS" OF THE FORT PIERCE ENGINEER OR LOCAL AUTHORITY, THE DETENTION POND SHALL ALSO BE REGRADED TO UTILITIES AUTHORITY. FINAL DESIGN PRIOR TO FINAL ACCEPTANCE OF PROJECT. THERE IS NO DIRECT PAYMENT FOR THIS ACTIVITY. 9. ALL MANHOLES WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE CONSTRUCTED THREE (3) FEET ABOVE GRADE. 12. ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED IN ACCORDANCE WITH THE HANDBOOK PRIOR TO FINAL ACCEPTANCE. 10. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO ENSURE THAT THE PROJECT IS OSHA COMPLIANT. 13. CONTRACTOR SHALL ROUTINELY CLEAN OUT ANY SILT ACCUMULATION FROM THE PROJECTS DRAINAGE STRUCTURES AS REQUIRED BY PROJECT ENGINEER AND/OR LOCAL AUTHORITY. 11. THE CONTRACTOR SHALL EXPLORE EXISTING STRUCTURES, UTILITIES AND PIPING SO THAT ANY REQUIRED ADJUSTMENT MAY BE MADE. 14. CONTRACTOR IS SOLELY RESPONSIBLE FOR SEDIMENT CONTROL AND STORMWATER MANAGEMENT FOR PROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY 12. ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BY OF ANY FAILING BMP. THE CONTRACTOR AT HIS EXPENSE. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND INVERTS OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK ITEM. THE PROJECT ENGINEER SHALL BE I NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. AF 14. CONTRACTOR IN RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE UTILITY CONSTRUCTION S CONSTRUCTION PHASE SEQUENCE PROVIDERS AND AUTHORITIES. PROPER NOTICE SHALL BE GIVEN PRIOR TO ANY WORK STARTING. PHASE ONE - - -- 15. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEDDING AND HAUNCHING FOR ALL ' INSTALL CONSTRUCTION ENTRANCE/EXIT _ RE r IMPROVEMENTS. • CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT Q �'- 'I i • INSTALL SILT FENCE (SBA) 16. CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT HIS PHASE TWO EXPENSE. • CONSTRUCT AND STABILIZE WATER QUALITY POND/SEDIMENT BASIN ,r: 1},, 17, THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA • INLET AND OUTLET PROTECTION TO BE INSTALLED TO RESET ANY PROPERTY MARKERS DAMAGED DURING CONSTRUCTION AT HIS EXPENSE. PHASE THREE 18. ALL PRESSURE PIPE FITTINGS, WATER AND SEWER SHALL BE CAST OR DUCTILE IRON. • DEMOLITION AND REMOVAL OF DEMO DEBRIS • CLEAR/GRUB REMAINING SITE AREAS H/C PARKING AND 19. CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT. PHASE FOUR 1 LOADING AREA SLOPE 20 NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT CONCRETE PIPE INLETS ETC WORK TO • GRADE SITE TO ROUGH GRADES a BE CONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING. PHASE FIVE 21. CONTRACTOR SHALL STRICTLY FOLLOW THE LOCAL AUTHORITIES AND/OR GEOTECHNICAL • CONSTRUCT UTILITIES (WATER, SEWER) REPORTS FOR ALL GRADING, BACKFILLING, AND PAVING REQUIREMENTS. ALL RESPECTIVE • BUILDING CONSTRUCTION BEGINS TASKS SHALL BE APPROVED BY RESPONSIBLE INSPECTOR PRIOR TO ACCEPTANCE, PHASE SIX 22. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT • CONSTRUCT ROADS (PAVING, INLET PROTECTION, CURB AND GUTTER, SIDEWALKS) ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, • BUILDING CONSTRUCTION CONTINUES REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN PHASE SEVEN DAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER. • BUILDING CONSTRUCTION COMPLETED 23. ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLE • STABILIZE DISTURBED AREAS WITH SOLID SOD BENDS AT JOINTS. • INSTALL PERMANENT LANDSCAPING 24. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME AND PHASE EIGHT COVER, OR APPROVED EQUAL, FOR ACCESS. • REMOVE BMP MEASURES 25, SOIL TESTING AND ON -SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT PHASE NINE GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO ' CONVERT SEDIMENT BASIN TO PERMANENT FUNCTION BY REMOVING CAPTURED SEDIMENT THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY AND INSTALL PERMANENT VEGETATION IN DISTURBED AREAS. NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED ' PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT. 26. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO FDOT NOTES CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING AND ACCESS AISLE DETAILS NTS 1.5% PREFERRED - 2.0% MAXIMUM IN ANY DIRECTION a -- ------- SHALL BE THE CONTRACTORS RESPONSIBILITY. 1. MAINTENANCE OF TRAFFIC TO BE SUPERVISED BY A CERTIFIED PERSON. 27. COPIES OF TEST REPORTS SHALL BE PROVIDED TO THE CITY INSPECTOR AT THE TIME OF TEST. 2. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT A MINIMUM OF TWO BUSINESS DAYS FULL SET OF TEST REPORTS SHALL BE INCLUDED IN THE "AS -BUILT" INFORMATION. PRIOR TO ANY LANE CLOSURES OR BEGINNING ANY CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY. TRAFFIC CONTROL NOTES I 3. ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 1. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL LATEST EDITIONS OF FDOT DESIGN STANDARDS, SPECIFICATIONS FOR ROAD AND BRIDGE DEVICES (MUTED). CONSTRUCTION, AND THE UTILITY ACCOMMODATION MANUAL. 2. ALL TRAFFIC CONTROL PLANS SHALL BE COORDINATED WITH SAINT LUCIE COUNTY PUBLIC WORKS DEPARTMENT. 4. IF THE DEPARTMENT DETERMINES THAT AS -BUILT CONDITIONS VARY SIGNIFICANTLY FROM THE APPROVED PLANS, THE PERMI17EE SHALL PROVIDE AS -BUILT PLANS, ALONG WITH A RECORD 3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY AS DRAWINGS REPORT BY PERMITTEE'S PROFESSIONAL ENGINEER, FORM 850-040-19, WITHIN 30 PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART VI. THESE DEVICES SHALL BE PROVIDED AND MAINTAINED DAYS. THROUGHOUT CONSTRUCTION. 5. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FEET M 4. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTED LATEST EDITION. FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT. 6. TEST RESULTS OF ANY TESTS TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED FDOT STANDARD SPECIFICATION NOTE: WORK SHALL BE PROVIDED TO THE FDOT UPON REQUEST. -- AT LEAST 72 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL CONTACT THE 7. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN GOOD LOCAL MAINTENANCE FDOT ENGINEER'S OFFICE TO SECURE GENERAL USE PERMITS AND/OR OTHER PERMITS AS REQUIRED CONDITION SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, FOR WORKING WITHIN THE DEPARTMENT'S RIGHT-OF-WAY. DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. THESE PLAN A STATE OF FLORIDA DEPARTMENT OF S S HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE 8. ALL CONCRETE SHALL BE AN APPROVED FDOT MIX D F DESIGN 0 3 000 R SI. N TRANSPORTATION, STANDARD SPECIFICATIONS (DATED 2018) AND STANDARD PLANS (DATED 2018-2019). 9. ALL MATERIALS INSTALLED WITHIN FDOT RIGHT-OF-WAY SHALL BE LIMITED TO THOSE ON THE FOR DESIGN STANDARDS REVISIONS, CLICK ON "DESIGN STANDARDS" AT THE FOLLOWING WEB SITE: FDOT'S QUALIFIED PRODUCTS LIST OR APPROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS http://www.dot.state.fl.us/rddesign/. AND DEVICES. Sign FTP-21-06 And FTP-22-M rCurb Ramp Face of 0 �F 3-6" White Diagonal Equally Spaced Par Anal.. 5igmFTP-21-06 And FTP-^s-06 I,-1:10... 9LOP. PRINTED YELLOW ACC�SiBLE PARKING SYMBOL PATTEO ON M�MEW. PAINT lc�61� AW10"O HAVING .10EwALK IIII 1:10 MA%. III �BOLARO L PAINTED YELLOW aD ` STANDARD ACCESSIBLE AINTEO PRRMINTOSEPERTHE ED YELLOW ON PAVEMENT. PAINT Q I COLORTTI'.."TXE -� AU MRVINO JUMIBOICTION. ISDICT - PRRKIN0910N RE REWIRED, THE AUOIORR'r XAY JUPIBOICTION. NOTE: =A=CCESSISLC RAMPS AND ACCESS AMIGA SHALL MEET ALL CODES AND D A REGULATIONS. ACCESSIBLE PARKING DETAIL TYPICAL Sign. FTP-21.06 And FTP-II-06 - Sign FTP-21-06 Curb Ramp Curb Ramp And FTP-22-06 Face of Curb", r 517ewalk Sidewalk Z Face of Curb oA. ,A. ' white y 56,nr. . 'F�Y FORWARD-IN PARKING REVERSE -IN PARKING *FOR ACCESSIBLE MARKINGS.- SEE MOVE DIMENSIONS 16 B17,71„T .C„ .d, ,r 14Y I IJ'-a' 112-T - 17'-m 1 24'-0" 17-0" PAVEMENT MARKING FOR PARKING-=-= sl m I t i 'q��rTYP) 2,7 SF.' 4.-A., (See Note 6) UNIVERSAL SYMBOL OF ACCESSIBILITY_-- NOTES. 1. Dimensions are to the centerline of markings. 2. An Access Aisle Is required for each accessible space .When angle parking rs used 3. C"terra for pavement markings only,. no[ public sidewalk curb ramp /nations. For ramp locanome refer to plans. 4 Tint blue pavement markings to match color 15180 of Federal Standards 595a. 5. Mount FTP 21-0 sign halo the FTP-,11-06 sign. 6. Use al.the pavement sgmbol m accessible parking sppaces Is Date anal When pavement symbol is used, theaymbbl Is Either 3' or 6'-O" high: and Anne in. color. LAST 1�� LWsLNIPllaw: FY 2020-27 JMaEx SHEET`REVISION IFD PAVEMENT MARKINGS II107719 - STANDARD PLANS W 711-001 12 Of 13. SOUTH FLORIDA WATER MANAGEMENT DISTRICT CONSTRUCTION MONITORING SCHEDULE CONSTRUCTION ACTIVITY INSPECTION SCHEDULE/ RESPONSIBLE NOTES PARTY Construction Commencement Notice Once: Permit Holder After permit has been issued, prior to construction starting, Permit Holder will complete and submit form 40B-1,901(14). Site Prep and stabilized construction entrance Daily: Contractor Schedule Site Visit: Geotechnical Technician Install perimeter sediment and erosion controls Daily: Contractor Schedule Site Visit: Geotechnical Technician Install storm water retention basins Daily: Contractor Schedule Site Visit: Geotechnical Technician Clearing/grubbing over all areas except those that Daily: Contractor are designated as buffers/conservation easements Schedule Site Visit: Geotechnical Technician Site grading Daily: Contractor Schedule Site Visit: Geotechnical Technician Install stormsewer and utilities Daily: Contractor Schedule Site Visit: Geotechnical Technician , All excess cement and asphalt will be ter r0roc ly stored on site. Cement truck washout Concrete slab and asphalt paving Daily: Contractor will be deposited in a temporary washout su 1lcture (edher prefab or self -installed). Any Schedule Site Visit: Geotechnical Technician remaining concrete and asphalt cement waste will be removed from site during site stabilization. Exposed portions of the site where construction has permanently ceased shall be Stabilize site Daily: Contractor stabilized with sod, zoning -approved landscaping, or other permanent means (if other Schedule Site Visit: Geotechnical Technician means are employed, SWPPP will be modified) no later than 14 days after the last construction activity. Refer to storm water retention basin installation above. Silt fencing and other non -decomposable BMP materials shall be removed from the site Daily: Contractor following stabilization (i.e., cement truck washout, portable toilets, chemical storage, solid Remove BMPs waste container, etc.. Before the. silt fence is removed from the project area accumulated P l Schedule Site Visit: Geotechnical Technician sediment will be removed. Silt fence shall be disposed of appropriately. Erosion control blankets, hay bales and straw wattles will remain on site to decompose. At the very end of construction a final clean out of sediments in retention basins will Final basin stabilization Daily: Contractor occur, including establishment of design grades, deep raking to reduce compaction, and s g 9 P 9 P Schedule Site Visit: Geotechnical Technician any necessary vegetation (sodding or Beetling and hydromWching). The 6" filter sand will be removed and replaced with 6" compost/sand mixture and covered suitable vegetation. Daily: Contractor Contractorwill notify Project Engineer in writing once project has been completed. Project As -Built Certifications Project Completion: Project Engineer Engineer will complete and submit form 40B-1.901(16). Schedule Site Visit: Geotechnical Technitian U N t �"LMn� t-I ri W 2 A at op rn 0 Qm �,,...+'d m u" E OITi so .0 L, Lyd O ob LN.I Y-y ✓ U '�i�j Q Z N�oN B acuc�Ow O o C�aa o o N Z r0 O O Z -con U 0 0 V D TANDARD STATE APPROVED ACCESSIBLE SIGNAGE INSTALLED ON A METAL COLUMN AT THE PROPER HEIGHT REQUIRED. PROVIDE ADDITIONAL SIGNAGE BELOW THE ACCESSIBLE SIGN AS REQUIRED PER REGULATIONS. _ I I BOLT SIGNS TO 2 I I GALVANIZED METAL :D PIPE COLUMN Z I I Z O 6" DIAMETER CONCRETE FILLED STEEL PIPE C) I BOLLARD, PAINTED ~ I I YELLOW CONCRETE SURROUND AROUND PIPE COLUMN .a CD .Y, _ II r I1 1 -6 'I MINIMUM 'I ACCESSIBLE PARKING SIGN DETAIL NTS 14 1 15 1 16 STATE OF , Nm ' ,/ r- O A � o °w U I as ^� cV h fn H a l O C "I �i • ;_M1 O 00 d4- o, W M m 0 lMMMMI K �I M� -, a IS rMI O ��� M PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N C8 CONSTRUCTION NOTES 1 11 2 3 4 5 6 7 8 1 9 1 10 11 1 12 1 13 2 i Q Old se , t I C D 3 4 5 FrlGlon Camse !FL) Paves Driveway Apron (F�yPi (See. Note 31 PC Structural Cup. See DETAIL "A' 1 FC Trdnsl[ IJVA1 Friction Course (FCj Transition��{� 0 "r Mat[D 8` h adder 71octural Course sae: Structural course _ y 5 p`. FRICTION COURSE. TRANSITION ads. DETAIL °A" SECTION AA - NEW CONSTRUCTION Friction Course(EG stlida'al CO.-,\ or Over6u ltl Match Sh Structural Cap'. ­Exlstlny Hasa -E A 777 ease SECTION AA RESURFACING NEW DRIVEWAY New St ... ru444;;; rse MI Ermd, dew Sr .aura, er CO.. match faha ng _ Ahniag structural SECTION AA course RESURFACING EXISTING DRIVEWAY GENERAL NOTES.- 1. Dindways are t0 M [Onstru[tM or resurfaced for low volume (single family, tlgple; farm, III resiaentlel ronne[tlmis as directed by the Engineer. 2. Driveways CdntKuctldn Is not required for IOW volume residential connections Where roadway shoulders are Paved. 3. MRich eF/sting paved sM0/tler wtdths is A. For all Other shoulders conditions, hadiproa at S add, 4. Coastal.. beyond the shoulder width are to be cohot ... led as directed by the. Engineer. 5. Construct Driveway Base in accordance with SpeariuNpn 286. 6. PaymW for. structural course and friction course is to be included in roadway pavement pay item. E .ASTET 1�1DESCRIPTION: 11/01gDed18 N t9 FY 2DDDPL PAVED AND GRADED DR7IVEWAY9 INDEX of 77/07/18 � S'V STANDARD PLANS 330-OOl 3 Of 2' F Edge or ,da, Way AREAS FOR ONE 5' DEEP DRIVEWAY APRON (SY) Drive Width fPt'I Imarsttnon Normal Skowea Type r Type II Type I Type IF 12. 26 51 31 60 14 27 57 33 61 16 28 53 34 63 )e 29 _ 54 __ 35 56 20 31 55 37 65 22 32 56 38 67 34 33 57 39 6B 26 34 se 40 69 28 _ 35 59 __ V _ 70 30 35 61 47 72 32 34 37 38 62 63 44 46 73 74 36 39 64 47 76 38 41 T 65 4B ]) 40 42 66 49 ]8 42 43 1 67 51 i 79 44 44 68 52 1 BI 46 45 69 53 1 82 48 46 71 $5 83 50 47 ]2 56 B5 52 od P3 A 86 54 49 ]4 58 87 56 51 25 60 B8 5B 52 ]6 81 9n 6R A 82 91 Edge or Way DRIVEWAY TYPES MATERIAL TYPES AND THICKNESSES FOR PAVED CONNECTIONS Hlnlmvm Thickness (In.) Course MMetlals ColdowtloM Npedweye Structure/ Aspnani[ concrete 111" Ih" Based Optional Base.See Specifhal/on 2851 Gal O.BG. 3 e naval way flares (bypass I..). prib." Iaddy only... more anon I Ee,14 sonne[tion, And all median rpdsav¢rs Including their a"xlliary Items Ind/ar Ire moron n tapers. NOTES 1.. Use same material for driveway structural course and roadwayoverbuild or structural course, a,a,, ad approved by the Engineer for graded connections..Other Departmant-dpProvatl equfvalan, pavements may be usad is the discretion of the Engineer, 2, AvxlllarY lanes aM their npublien tapers shall be the same alpaca, at the Uptiing travel way pa.a Mlck'mss or any of the roadway sb"aures tabulated M ava, whlaha✓ar Is thick.,.. 3. If an dspnalt base course Is .sad for a driveway, Ifs thl knesd may ba aMr/aeed to match the edge of travel way pavement [Ntkness in Arbi Of a separme im ..local course: P of Portland [amen[ concrete will be acaeptaole In hou of the asphalt base and struavral Eour40a. See Not" 4 aM 5 below. 4. A in ..Iasi Cnurse i5 rm,drdd far flexible pdamom, when they are used to, wouliary lams serving mole than a "ma. com. tlon. S. Use Class IRS [deaf. at least 6- thick far driveways paved with Portland Cement Conover.. Construct In ,,card ... I with Specifications 347. 350, and 522, 6. The Department may require other pavement criteria Where local cardition£ warraro. 6 7 8 9 1/4" TOOLED CONTRACTION JOINT BROOM FINISH 1-1/2" R SEE PLAN FOR WIDTH �1/2" R 6„ (MIN. 5' TYPICAL) PAVEMENT -SLOPE 1:60 OR AS INDICATED n 4„ i--� 3000 PSI FIBER MESH CONCRETE (1-1/2 LBS. FIBER MESH PER CU. YD.) COMPACTED SUBGRADE NOTE: 1. MONOLITH WALK AND CURB REQUIRED AT ALL LOCATIONS PAVI WHERE PROPOSED SIDEWALK ABUTS ASPHALT PAVEMENT UNLESS CURB OR CURB AND GUTTER IS USED. 2. SIDEWALK MUST BE 6" MINIMUM THICKNESS AT DRIVEWAYS. 3. 4" WIDE SAFETY YELLOW STRIPE ON ALL SIDEWALK EDGES ABUTTING SAME COLORED PAVEMENT. MONOLITHIC CURB AND SIDEWALK NTS / th Ill. Edge Of '.Voted. Way A /� TrarfHc Separato, -� G r 3 ryl PavM Shoulder m� O/Te¢Vetl Way -Etlm n E } n Be white \-Exb Good Qf Traflle Lana See'SMet 11 G. Yellow n of (IllustrMlad Drily) ` F �,I Ill While (III 6" White -.__ _--^._-_ --_ - - ]00' Min. col Q 0f 6"White (to -NJ (illustration Only) 29" Wife � 1T White or White - - - - -1 - - _ - -- _ - - _ - - ]00' Min r{, Yyyi 8 Lane 6" Whits E t dam M Edge ll strellon oal vl Or r,offR IF White (2-0) See Sbast LL '-17-! b" WfrlFe _ _ _ wed__ wed White 01 Paved Shoulder v. code 01 Traveled Way - `i ` \ �_"- m Ed? f B tiered Else Lend u ROustrrtlon OnlIt h OF White 1 Ed, Of TravelM We, J - - FLUSH SHOULDER SHOWN R 9 PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS. LAST $ DESCRIPTION,. FY 2020-21 INDEx SHEET 11101119 N 1 STANDARD PLANS PAVEMENT MARKINGS 711-001 6 of 13 K L Iva I 12 1 13 ( 14 15 adi 6" SOLID SOD 5" 4- ~� 1 a BATTER 2" R DOWEL BARS, 8" LONG. / �/' ��� l� a' 3' O.C., TO BE PLACED D BACKFILL TO ii, '6ASE:,COURSE: IMMEDIATELY AFTER FINISHING CONCRETE PAVING 95% COMPACTION �� _: , SUBBASB-COURSE" d t NOTE: 4 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL. 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB NOTE:. DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER. 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB 3. CONTRACTION JOINTS TO BE PLACED AT 1 O' INTERVALS AND DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS TO BE PLACED AT 1 O' INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. 4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE 4. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB. CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) 5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER 6" CONCRETE CURB CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) (OR APPROVED EQUAL) 6" CONCRETE HEADER CURB NTS (OR APPROVED EQUAL) NTS Typical HIf Se 6a Far Law Typ Cel Hal/ 5 I For ¢ Side Read Items of Clea./.g and 6rUbbln9 V I /Resldandid C nne Chad. High r Volum Connections I Pro Line - W Width Poll, of Conne[[/on -I 8 se Llml A halt e it Edge aI pavt- PdR d Conmctlon as Shown In ill Plans p p Edge o! Part. { All Others P ge or pot o/ as Oe<ermmed DY the Engineer Shoulder 5 Min, for I \ All Base f Ap n bf Lufb 6 Gutter 1 .0 to Toe If Curb. 01 9 PIP (See Note 2) Private Driveway, C/ 1 / m r \ 5df / T od 6'M fo 5O floods m/l o/8 p }� \ 3Transltl0p ZR tl Y D/t M1 E.Or _ R d Y Olt[M1l_ LOUIS W 5tabdliatrnn l D \\ Same as capnsiIs14,m, � O `� SDOUId¢ / d SMI / r PTNafe OrlveweyR/WLTE MI . / r Side Reads Sh aide LI e E N he Sts Srroulder L/ne5h /der I : ` ----__Ftlg¢O/Travel y Ep9e of irauel Wey Edge o/Travel Way 4 for all 8eses Q Rot b[t Ed (fPavel WePTyp) (TYPJ r. J R.T. ?YPJ 9eo Y Paved Driveway Apr I. Accordance _ / _ with SneN 2 of 2 o SD wn In the P/ens. _ WITHOUT LURE 6. OTTERCURB 6 GUTTER Varied Valle[ Determ'ned by Varlet .rips wmro and Ang/e PLAN PLAN LIMITS OF CLEARING & GRUBBING, -- STABILIZING AND BASE AT DRIVEWAYS Shoulder Sod (See Opposite. ) -� y fldwy. DlI Shoulder ...(So. led.. 440-001) DRIVEWAY ENTRANCES NOTES .IRt et End Section (TVpi (5 Mail. 430 022) 1. Soe Plans for Driveway Width M)tnd Return Radius 0U. varles- stermlead b Slope Intelee t 2. See the PI for d 1 r 9e pipe I rid I¢ngro as tletG i M by the E gl The size will be less Fred ]s diameter or mrUAAl d4 DRAINAGE SECTION 3. Stable material may be required for g MM driveways to Private property as dlretted by the Englower In accordance with SPeC91[aflon 101 Roadway Shoulder, Orlveway Taper or 4, The driveway pavement requirement at graded cumplectlods may be waived for connections Driveway raziliar, Lanes eardy, one or two homes or field entrances with less than 20 trips per day, or 5 trips per hour approved by the Emned, I, unhadhot III In the Plant. - Travel Way Payed ' Gr dad Drveway ---{{{ Exls[InA or Proposed Dtive 5 vol t of CorroclAy,' a. Construct paved arlvew ys for all paved commuting facilities The connecting. Point 6 SIE, �1:4 did.\\� \ will b determined by th Engineer. Pomf of COnIM[tion b. Construct paved driveweys for all busines commercial, Industrial or high volume es d tl I graded connecting facilities Construct the amended palM 3W-0 from DRIVEWAY PROFILE ANO ENO VIEW 'edge Or t, 111(.1 or a1 flee he., whichever Is less: e, Construct paved drNeweys for all side read connections. The RM Is the:: conreCtMd Po1M. FLUSH .SHOULDER ROADWAY - DRIVEWAY CONSTRUCTION. LAST 10j OESCRIPTfON: FY 2020-21 INDEX SHEET REVISION v`, FR PAVED AND GRADED DRIVEWAYS 11/01/t8 � - STANDARD PLANS 330-001 ] Of 2 6 n W zraa 4-:r Rfa. 1 I i 4"-O` 4"m Nin di a =c 1tr 4t, 4. k.M Lit *.0 .waPa'. W.6 A.a y �..:-..-. ...........--.:.. F4w Yon a.tt 8+nmaa ntt. �}54prokr 40.4ih9w s. i W.,r hi -if air_ SkHiWAGK WITHOUT UTILITY SE'RIP- SIDEWALK Wir)f UTIU`FY STRAW GO 0,02 4OPE doeaed===': SIDEWALK WITTM UTILITY STROF ON 9;04 SLOPE NOTE; It ,rx van,, aver, 1`101VAUGAR Ci'a"Yre)FIC I !tJCrC T G:AF'rd34"I"gCC. 1Adir" Z111MAIAI,YC dASF Rrvrrlwle x Dp9CaPprtGW,' .y ., .....,... y,h ydv RY 6Vd'ro"431 ,w.«-.....-...,.,.....-.. iNCY.N Gi)i'11£'T1; Xa `.RT317 7bii'zV1�4lr.A. S'S 4MERF 11tIIS11B K STANDAfC1 PY,ANS wwmxwwm..w..wm... 522-.i103 .�.,......q 4Of4 (sh 9 5/8" (D TYPICAL BIKE RACK DETAIL (OR CITY APPROVED EQUAL) ALL GRADING AND PAVING SHALL CONFORM WITH GEOTECH REPORT PROVIDED BY "UNIVERSAL ENGINEERING SCIENCES" DATED NOVEMBER 13, 2019. 16 sD � N (� W ef�i N Ct, A CC$ 00 cn NN CdooM � CdMM O 4 y PL, .0 Iu N N U ;T.0 07"Mb 0 O 6 di .O � c�i a ON O'+ Or,P4 Cw O v p 0 O o Veari D a o N o J v a z U 0 woy ilNb'iliiN)S3,i ', � � awl 5 •'�i R�'IRiiO3;AitB3liE0k!iE �tl 1.W ASPHALT WEARING SURFACE FDOTTYPE8R12.5ORSP9.5 (INSTALLED IN ONE LIFT) Be LIMEROCK. COQUINA OR CRUSHED CONCRETE BASE MATERIAL (MIN. 100 LBR, 90%MODIFIED PROCTOR) GEOTEMTILE SEPARATION Z _ _____ _ __ ___ FABRIC(MIRAFI BOOK) w STABILIZED SUBBASE COURSE 2 81NCH MINIMUM -MIN 40 LBR w (98% MODIFIED PROCTOR) Q STANDARD DUTY ASPHALT DETAIL a U SCALE: NOT TO SCALE 2^ ASPHALT WEARING SURFACE Q FOOT TYPE SP-12.5 OR SP 9.6 (INSTALLED IN ONE LIFT) dS^ LIMEROCK, COQUINA OR N CRUSHED CONCRETE BASE Q MATERIAL (MIN. 100 LBR, 98% MODIFIED PROCTOR) GEOTENTILESEP ORATION FABRIC(MIRAPI BOOM) STABILIZED SUBBABE COURSE 12 INCH MINIMUM - MIN 40 LBR (98% MODIFIED PROCTOR) HEAVY DUTY ASPHALT DETAIL SCALE: NOT TO SCALE REINFORCING AS F- RECOMMENDED Z BYGEOTECHNICAL w b , }4q " - 4 CONSULTANT w •I --(400D .yaw•I- PSI CTE OMPRESSIVE (4,000 PSI COMPRESSIVE iQ STRENGTH) r]:mmwW i�_„__„ STABILIZED SUBBASE COURSE 12 INCH MINIMUM -MIN 40 LEE Qa i��" (98% MODIFIED PROCTOR) U Z HEAVY DUTY CONCRETE DETAIL OI SCALE: NOT TO SCALE _ REFER TO GEOTECH REPORT FOR DETAILS ON ALL CONCRETE CONSTRUCTION AND EXPANSION JOINTS 12 i3 4 15 16 L F z Z Wp� W [✓i�� �,,, ,Qy� F-� lry�� LV 7 ICJ \D l� 4 N t1 V Vi H C) O_O C °'k /a w n Z cn r osot `S, Faaawl A �� / C,100 �! i O Ude �M L 1-1 � O (r�' lFa/\' Mae PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CIND BY: PCJ/PWM SHEET NO: N C9 CIVIL DETAILS 1 1 2 3 1 4 5 6 7 8 9 0 12 13 1 14 1 15 U9 I C GENERAL NOTES: ]. Construct sidewalks In accorWn[e with Specification 522 time8 concrete for Sidewalks am Curd Ramps Located within Curb Returns (See Plan Vlew)insist? all other concrete with tMckness as slow., cmltodurville, detailed In the Plans 2. Include detectable warourps on Sidewalk curb ramps in accordance with Index 522-002. 3. For Driveways see Index 522403 4. Bond breaker meter 1 can be any impermeable [acted o, sheet membrane or pse,med material M1eving a thickness of not less than 6 coifs and not more than W, S. Cars' .It sidewalks with Eage Basin though the limits or any su feel mounted Petl lb -I. illrycle Ralling or Pipe Gufdermo shown he the plans. (Set RAILING DETAIL A 8 C B C B C B C B A s s r r s r L .... r Return Curb Fjytl Structure OPEN JOINTS API Back N Sidewalk Varlufron,- See Index 522-002 For Joints A (signal Pole or Controller Base Ex) A(Utility Pole Ex. 1 ,i \ A A �A AAl // S\N A r ✓�L���� . - ,�• Driveway or Side Rvad. \L' V O I ewai _ •T, (Full Return Shown) AA PT Curb or i uD And butter Coinage Inlet PLANSIDEWALK WITH UTILITY STRIP LEGEND: 4' Thick Shalmolk - 6' Thick Sidewalk E/Tu Utility strip San )Oak 522-002 fir Joints A (NEIIIfy Pole, ENJ A (Signal Pole or Central ' Base, 1xl A A A A r i rvw A G G A-i A PT A Oralna,. Inlet curb or Curb d cutter Orlveway or 510e Road Rod (Pardlal Return SAown) PLAN SAWED JOINTS SIDEWALK WITHOUT UTILITY STRIP. LONGITUDINAL SECTION Ralling (San Index 515452, LEGEND 515462, 515-WO or 51b-0B°) - A $ Expansion Joints Joint Filler)1t between the sidewalk and Cl...Width mar(Preformed I Ys sidewalk intenxt oils end all other fixed ob3ecm (9 6 t (a9 drainage inlMs and utility ➢oles) ( Utility B Sy Dummy Johrfs, rallied Strip St SId Ik Verles Sidewalk dNes 003 RAW. [ $-Farmed Open jefu s G i. AS ) } 002 MaxOO2 Nax 0. r/IC Saw Cut JorMS, 1 {}' Deep (.!thin 96 apple) Main 5'Carters o,- sltlm alk F Saw Cut Joints °cep (within JS hours) Max. 3b Centers ,: .H/ t •.iY c Verles Based on Rallln Used ./ Length Exceeds 30y JamHs) Requlretl When • F- W Explosion Joint When Run Of Sidewalk Exceeds 220'. Intermediate locations when caned for in The plans ar ar locations as directed a, SECTION A -A -SECTION B-B RAILING DETAIL - the Engineer G- Cold Joint With Bond Breekar, Tooled SIDEWALK JOINTS - GENERAL. NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS LART REVISION o DESCRI..ON" gi FY 2020-21 JNDEx SHEET Fp. CONCRETE SIDEWALK II/O7/18 � - STANDARD PLANS 522-007 102 a V J a a LAST REVISION 11/0]/]9 K GENERAL NOTES: I. Cross Slopes and Grades: A. Sidewalk ramp and landing slopes (i.e. 0.02, 005, and 1:12) shown in this Index are maximums. With approval of the Engineer, provide the minimum feasible slope where the requirements cannot be met. S. Landings must have cress -slopes less than or equal to 0.02 In any direction. C. Maintain a single longitudinal slope along each side of the curb ramp. Ramp slopes are ant required to exceed /5 feet in length. D. Joints permitted at the location of Slope Breaks Otherwise locate Joints to accordance with lrMex 522-001. No Joints are permitted within the ramp portion of the Curb Ramp. 2. Curb Curb and Gutter and/or Sidewalk. A Refer to Index 522401 for concrete thickness and sidewalk. details. B. Remove any existing curb, curb am gutter, or sidewalk to the nearest joint beyond the curb transition or to the extent that no remaining ametian is less than infest long.. 3. Curb Ramp Alpha -Identification A. Sidewalk curb ramG alpha ideniffheatipns (A.,, CR-A) are provided for reference purposes in the Plans. B. Npha-identiffcatlons CR-1 am CR J are lohntlonelly omitted. !. Detectable Wae*B A Install deteetable overtures li accv.d n withSpecification 2 . A ace 5 ] B Place detectable Warnings across the full width of the ramp or landing, to a minimum depth of 2 feet measured Perpendicular to the curb line and no greater than 5 feat from the back of the curb or edge of pavement. C. If detectable warnings are shown in the Plans on slopes greater than 5%, align the truncated domes with the ceMerade of the ramp; otherwise the truncated domes are not required to be aligned 5. Detectable War g Acreptance Lrlterla. A. Color and texture shall be complete and uniform. B. 90% of Individual truncated domes shall be in accordance with the Americans with DisabliitlBs Act standards far Transportation Facilities. Sectlen 705. C There shall be no more than 4 non -compliant domes In any one square foot. D. Nan -compliant pOmas shall not be adjacent t0 Other ma -compliant domes. F. Surfaces shall not deviate make than 0.10" from a true plane. ISOMETRIC VIEW 9 Sldewa 7 N A VST o D REVISION Y1 n/Bv18 1 2 CURB RAMP NOMENCLATURE FY 2020-27 INDEX SHEET STANDARD PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 ]of 8 td 4 Sidewalk Fe :y- e Y-0" MtectaDle warnings Y-0' Detectable Warnings OPTION A OPTION A E . \e - t Y-V Detectable 4Yalnin95 OPTION A P 4a 9 t S y+ $idewair - - Y-O' Detectable Warnings -- Z-Y Detectable Warnings I elf OPTION B OPTION B (EY�Jl/ ISOMETRIC VIEW ISOMETRIC VIEW Ili, 2-m Demaabie wafmrys OPTION B ISOMETRIC VIEW Cvrb 6-T 15nownl Z-b Sidewalk - J�j Old.Clue Side PLAN VIEW PLAN VIEW - PLAN VIEW CR-E CR-F. CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G FD FY 2020-27 DETECTABLE WARNINGS AND SIDEWALK CURE RAMPS rnD£X sH£ET STANDARD PLANS 522-002 4 of 8 3 4 1 5 B C a C r ie Pa�i 4 Graded Drivewa Y Detectable warnin 5m/a. e\ C=Way-- \ A e L B t' B C R C B A B C B C A Rlgld Pavetl OPEN JOINTS '. _ dbD. O D 0 0 0 E D FLAN ' 5' 5' S' 5' 5' S 5 i'l-lee Part - - CONTINUOUS SIDEWALK -- -.--__ -_ T �I LEGEND -� Graded Onveway 4' Thick Sidewalk Jr IXY Max. ]NY Mex. ?b Max 30' wax, mow-. rningDetectableSur warnlnp sur/xe I- 30' Max. 30 Ma+. 30' Max. C � A D 0 D D 0 D D IF D O A D D E D D A fli91tl PavL \� S' 5' 55 5' 5 3' - Border � Grove., G` / Slda' Read m Shoulder Line < SAWED JOINTS .......... ...... _. Edge of Travel Way. LONGITUDINAL SECTION PLAN LEGEND: DISCONTINUOUS SIDEWALK- ------ --_ A W Expansion J i t (Pordfarmad Joint Fill.,) bt en the sidewalk and ,liniments. O elk M t- ns,. ant al/ other fixed objects (e.B. dahema hiles and utility poles). B W Dummy Johip, Tooled Sidewalk all C Veneered OpJoints D. 4;e Sd cut Jpl t. , IV Deep (Within 9E hopes) Ms.. Sr Centers D 02 M E- 756' Saw Cut John , IV, Ifm (within 13 hours) Max. " Centers - h,1z Jolnda Required When Length Exceeds 3b a F- $" E ton Joint When Run Of Sidewalk Exceeds HIT IntarmedPote Inferiorsnet called '/ , In the plebs' or at locatlana is di,..told by -SECTION C-C the Engineer. x SIDEWALK JOINTS e CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS LAST REVISION o DESCRIPTION: N FD FY 2020-21 mD£x HMEET STANDARD PLANS CONCRETE SIDEWALK - 522-OOI 2 0f 2 sin lee/¢ Sr xpP +ng/i `Fr!//fY oath° a% m r 2'-0" Detecable Warnings Z-T Detectable Warnings 'rx CF I ISOMETRIC VIEW ISOMETRIC VIEW ill 2.6•- Al c B5-T Shawn 2. 4'-0' mile 2 ` colt m _v N o'I of T N E� N o EO 71- T 1 'oQ V a F ryi oV Glifir Strip y+- Grass 0, / Will,, Strip O/� Pavement) /// fhasme ] M Nin. ene. PLAN VIEW PLAN VIEW NOTE: For Example of CR-A used In Radial Curb Referee, See Sheet B, CR-A B For Type F Curb CR-B 9' Far Type E Curb (TypeF Curb ShewnJ \-1-y Verles Gutter Line Ves - I'{/ (aid,) 1-7 Min. nemp Eptiong Rdw .. Pilot. - Sidewalk pOz o°z 3 Ramp E SECTION A -A SIDEWALK CURB RAMPS CR-A AND CR-B .UST REVISION O DESCRIPTION: �, FY 2020.27 PG "� DETECTABLE WARNINGS. AND SIDEWALK INDEX DHEET T1101/0]/18 � �- � STANDARD PLANS CURE RAMPS 522-002 7 Df 8 LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS (See CR-F, CA-G & CR-K Respectively For Detectable earning Oetailsl0ptlons) Tra Pavement / ISOMETRIC VIEW \pta° .haft (ER-C Epsilon, otherBhutan)0 y 9¢+ Vaales Pavement Re B / Varies Initial Surface of Pavement /fJy Ramp Or Landing ,�ne•:Y`' 4 Y-D DNeotable.Warningz 7-,, Get.amle Warnings. 0.05 Max_ - Final Surface of Pavement Aelist LYy Of Curd OPTION A OPTION B NOTE: Remove Elevated PevemeN ay Spading And Ralling, Smooth Milling; or. Grinding: } S 0A ECT/ON C{ o PAVEMENT RELIEF DETAILS :DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS CURB RAMPS WITHOUT :SIDEWALKS AND FLUSH SHOULDER SIDEWALKS 1aF5T o DESCRIPTION: REvrSIaN -y ® FY 2 D L DETECTABLE WARNINGS AND SIDEWALK CURE RAMPS INDEX 4HEET STANDARD PLANS 522-002 d Of B 6 7 8 9 10 1 24" 6" 181, ASPHALT 3 R PAVING SOLID- .SOD, :g/4' R Lq � %, BACKFILL TO 95% COMPACTION $at NOTE: 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL. 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER. 3. CONTRACTION JOINTS TO BE PLACED AT 1 U INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. 4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB. 5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) FDOT TYPE 'T' CONCRETE CURB AND GUTTER FY 2020-21 FDOT DESIGN STANDARDS, INDEX NO. 520-001 NTS as. I_ FM Of 4'urd _ _ End of Cur � r A H Edge 0I PBvt.. Etlpe 0I PavG Edge Di Pov[. � Edge Pave PLAN PLAN /-r PLAN PLAN W ,C24, C4 .TOP or Cufp -� $ Top Of Curb fCC rTrnlls_ TOP of Curh Top Of Curb Trr ens' IIy Getter Gutter Buffer Geller PROFILE PROFILE PROFILE PROFILE Q ye FLARED END STRAIGHT END FLARED END STRAIGHT END CURB TYPE A CURB AND GUTTER TYPES E &F U E� �" z P?i• Depth OF 2 Min Nax Depth Of sawc l._ CURB AND GUTTER ENDINGS O" Mon. -'L </ /✓�{L/LIJ�GGGL.<ll LL/-G 11111 �$°Max. AA- Gotten!$eal❑ G o 0^ Air. N N N N N SHOULDER GUTTER TYPE E LL: Cooncr3$°' Hex, 0¢ptp 0I sawcut 5u face on Low are '0/ P met to ofavement W Min -y LGL<L111 9 V'AboVe LIP Of ocher Surface L 5'Aan 00 High Side To Be flush With Lip Of N �� Curb 0, Curb & (Sell h" Exp. Joint And' Slope Vielaa Preformed JOIM Fillet 0 1--i TYPE F ❑ Applies to both hlph and Ivw sides of pavement low side shown: Sawcuts should be rvolded within VNIeY pu[teT and within Nrb and getter erMlhgs: Flexible Pavl. CONTRACTION JOINT IN CURB AND GUTTER ° EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT: frl Deptn Of Saw[ut / 3WDepth-0f3eW[vR h+i Depth OI Sawovt / Seri Min. 31g an, 3SY' Nin. j i/ /. L L _T LL 7 A Appliesf both high and I sides re pave nt I traffic G shown � Applies to shoultl¢r gutter rn1Y Where adjoining f,afil[ lanes: TYPE A CURB AND GUTTER AND TYPE A CURB Easel TYPE B TYPE D ADJACENT TO FLEXIBLE PAVEMENT O CONTRACTION JOINT IN CURB H .GENERAL NOTES M NIn" 1. Far burp genter a tl curb & gaff A Id W Y c out...Non joint, At IV O +lam 5" Max. 64' centers (ma) Contract) Joints adjacent t [ pavement tangents /11 gk° Or VZ Ho)es. _,ye) Z, Rule, -_ �I I --'I I�2-" d flat r t ath thep e joint, w lb Ind rmed o joint, noI . U i<? beoaexceed 10 t Curb, gu,a d curb b gutter expensl jBlnlSYhall Y MIm, n I ¢at d I prden[e IM $p Ill fl n 520 as 7 Max -Plit h I. Ends of COfbe types B And D shall transition from full to zare you're, in Y. $ - Pith Dp[mna) A'4 Ban. 19° Lee, LA ; NIX:, flsY (Two Per Guard) _ O 9' Na . Be RubbeO O CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB - a atteal IAST DESCRIPTION: \I REVISION FY 2020-2I INDEX $HEFT. M iri 11/87/7T '� E'i�87 STANDARD PLANS CURB AND GUTTER 520-001 2of 2 z r7� Failure Curb And C Gotten ch each., /%.� 2V A Or As. Shown On Plans pf R A f-0 Same since As tl1°R fr1� fl l 9. T" Adjacent Pavement l \W Esp. Joint � tn. Joint Seal in A, swelo on �a Volley Gutter Curb Red Gutter {$ Exp. Joint And i Performed Joint FilterJ '- C [lade Pavement PLAN �G rc Far details deplaing Usage adjacent' �•^ I--- ]'-] l p ip FlAndle pavement. see $ace[ 1. TYPE PE A �V l z a /r.4 1r T1O. x°y a W P F 4 't e g--I- Jso�lnt Seal O e �w..) 1�1 L y, LYf RLLJII�� � SECTION AA z4 SIN` ee I � P ��' S-0i Note To be paidfor as parent curb. SECTION B8 DROP CURB r-.Standard Shoulder Line Earth Berm r'. 6• Z should., Pa✓amen[ `Seto 6 3-l" -, g. SHOULDER GUTTER SECTION CC TrurkAprmo Surface Specified In The Plan - P I'`� M` Ceny . VALLEY GUTTER a - Roadway vayamtiM M money r When used 'on high side of fond the ll. g y the ( i N - We match . The to d, at he match the .00hs slope of the adjacent pavement. The lhhknessof Ina lip 0`\ shall be 6 unless otherwise shown on plans.. JJ O Return entire se.tlon en that letter C.a atop¢ matches slope of adjacent 2'-3' a Circulating roadway paramount. TRAFFIC BEARING SECTION FOR USE IN For use adjacent N concreteflexible pavardent, For d0ahv detecting ROUNDABOUT CENTBAL !SLANG CONSTRUCTION usage adjacent to flexible pavement, see Sheet 2 Expansion'jI t preformed TYPE RA Joint fl"er and joint sent a,a implied between curb & butter an concrete. pavement III,, see Sheet 2 Conc. 8 $" JOIN And O Preformed Joint Fill., TYPE B r e Jalnt seal �/ 1 < PavL : �¢"Exp Jmt Nq Prefa etl J ue Filler TYPE D M Note: For use adjacent to concrete or flexible Pavement concrete PROJECT NO: 1646.20 Shot. Expansion J.III, Ploodould joint flear And Joint eel are required between curbs and emitted pavement only, sae Sheet 2. DRAWN BY: ZAM/PWM CONCRETE CURB CHK'D BY: PCJ/PWM SHEET NO: LAST o 0 SCRIPT(ON. FY 2020QI xEvlsl°" " STANDARD PLANS CURB AND GUTTER 71/0]/17 p FD 12 13 14 1 15 CONCRETE CURB AND GUTTER INDEX SMEET 520-001 - 1 of 2 �1 CIVIL DETAILS (2)