Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BUILDING PLAN PAGE 31-45
14 16 B C A F G H If 21 L I N NEW STORE CONSTRUCTION, 9100 A PROTOTYPE i pill I W.Al holittl I kil I ph'i-Al I Store # 5896 US Highway 1 Port St. Florida 34952 SQUARE FOOTAGE LEGEND TOTAL SQUARE FOOTAGE 9,100 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 Element Required UL * (Hourly Rating) Number 12. DESIGN LOADS: SEE STRUCTURAL DRAWING SHEET S0.1 Name of Project: Dollar General Parking Garage w/ S-2 open parking above Interior Walls Occupancy Category: Project Address: US Highway 1, Port St. Lucie Florida 34952 � - nlEnclosed Unlimited Umited height for B, M and R Bearing None N/A N/A Live Load Roof _PSF Proposed Use: Mercantile/Retail Store - Parking Beneath R R-2 Type III A Type II A Non -bearing None N/A g N/A Floor NSF Owner or Authorized Agent: DGC Port St. Lucie LLC - -R-2 - Open parking beneath A, I, B, M and R Ceiling -Floors None N/A g N/A Wind Load: Basic speed MPH (3-second gust, ASCE-7-05 Edition) Mr. Nathan Dunn - 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 X No (If Yes, Separation Hr.) Ceiling -Roofs None N/A N/A 2. LEAD DESIGN PROFESSIONALS: -Yes _ Shafts -Exit None N/A N/A Designer Name License # Phone Shafts -Other None N/A CorridorrSeparation None N/A Corridor N/A N/A Building will be designed as: _Enclosed Building Unenclosed BuildingOpen Architectural: Todd F. Stewart, RA AR92549 251.947.3864 Identify whether you are using the provisions of Non -separated uses or separated uses Occupancy Separation None N/A N/A Allowable soil bearing mounds / sq. ft. Civil• Perry C. Jinright, PE FL 61289 251.928.3443 by placing an "x" below by your design choice. Party/Fire Wall None N/A N/A Soil Report -No -N/A Landscape: Chad Watkins LA 6666896 251.948.7181 Separation: None N/A N/A -Yes Structural: Stephen C. Home, PE FL 37702 423.499.9684 -Non-Separated Mixed Occupancy (302.3.1) Smoke Barrier None 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 Stewart, PE FL 65932 251.937.6313 The required type of construction for the building shall be determined by applying the Tenant Separations: None N/A N/A If seismic design controls, famish data required in Fire Alarm: Wade Stewart, PE FL 65932 251.937.6313 Height and area limitations for each of the applicable occupancies to the entire building. * Or other approved agencies Letter of Supervision Provided X No The most restrictive type of construction, so determined, shall apply to the entire 13. SPECIAL DETAILED REQUIREMENTS -Yes building FOOTNOTES I have reviewed the special detail requirements in Chapter 4 as indicated below and 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: -Separated Mixed Occupancy (302.3.2) 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 (302.1.1) 3 D . 8raftsto Plug Draftstopping in floor (717.3) -Yes No X N/A Draftstopping in attic (717.4) _Yes _No X N/A 8.3.1 Distance to Property Line from Exterior Wall (Table 602) (Site Plan/Reference Plan required) Fire Separation Distance: Type IIB Construction between greater than 30'-0" 402 Covered Mall building N/A 403 Hi s N/A � rise buildings 404 Atriums N/A 405 Under Ground buildings N/A 406 Motor -vehicle Related Occupancies N/A 407 Group I-2 N/A 408 Group I-3 N/A 409 Motion Picture Projection Rooms 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) 3.2 Construction Description: Actual Area of Occupancy A + Actual Area of Occupancy B Fire Resistance Rating: 0 HR. 410 Stages & Platforms N/A Allowable Area of Occupancy A Allowable Area of Occupancy B < 1 411 Special Amusement Buildings N/A X New Construction - Renovation (Existing Bldg.) -Tenant Build -out 8.4 Life Safety Systems 412 Aircraft Related Occupancies N/A Alteration Addition 6. ALLOWABLE AREA AND HEIGHT -TABLE 503 413 Combustible Storage N/A Scope of Work: 6.1 Area Increase - Sprinkler Increase 1006.1 Emergency Lighting: X yes -No -N/A 1011 Exit Si X yes _No -N/A F>�� 414 Hazardous Materials N/A 415 Groups H-1, H-2, H-3, H-4, & H-5 N/A NOT REQUIRED 907 Fire Alarm: X yes _No -N/A 416 Application of flammable finishes N/A Construction of anew +/- 9,100 s, f. retail store. Building structure is pre-engineered metal 6.1 Allowable Area Allowable area: 12,500 SF Actual area: 9,100 s.f. total 907.2.6.2.3 Smoke Detection Systems: X Yes -No -N/A Panic Hardware: X Yes No -N/A 9 . EXIT REQUIREMENTS: 417 Drying Rooms N/A 418 Organic Coatings N/A 14. N/A building over structural slab on pier foundation and grade beams. 4. BUILDING DATA: 62 Allowable Height 9.1 Exit Access (1004 & Table 1015.1) 15. QUALITY ASSURANCE FOR WIND REQUIREMENTS No. of exits required: 2 Construction Type IB X IIB Allowable height 55 FT. No. of exits furnished: 3 I have prepared a quality assurance plan for wind requirements and have included this 1P q Y P -IA - TIIA _IIIA -IIIB IV-B V-A Allowable no. of stories 2 plan with my permit documents. -Yes X No -N/A -IV-A -V-B - Mixed Construction Yes X No (If yes, Types - ) Actual building height 18'-6" 9.2 Means of egress width I have notified the Contractor of his responsibility under Section 1706.3 Sprinklers - -Yes X No -Partial Actual no. of stories 1 Units of Exit required: 72" - Yes -No X N/A System Type -13 -13R. _13D 7.00CUPANT LOAD: Table 1004.1.1 Units of Exit furnished 180 16 SAFETY GLAZING FOR HAZARDOUS LOCATION Standpipes Yes No -Wet -Dry Class -Combined Stair width units required: i/a I have identified on drawings where tempered glass is required in hazardous locations. Building Height +/-18' Ft. Retail Sales Area 7,263 S.F. @ 30 Gross = 242 Occupants (Egress Calculated Occupancy Stair width units provided: n a (2406.2) X N/A Number of Stories 1 or Stock/Shipping: 1,111 S.F. @ 300 Gross = 4 Occupants (Egress Calculated Occupancy -Yes -No Mezzanine 9.3 Diagonal Rule 17. PREFABRICATED METAL BUILDINGS -Yes -X-No High Rise -Yes X No Actual Occupancy 246 Total Occupants Meets 1014.2 %Yes N/A Requirements is for metal buildingerection drawings included on drawings? X Yes -No _N/A � g - Atrium Yes X No 8. FIRE PROTECTION REQUIREMENTS: -No 18. PRE-ENGINEERED TRUSSES Basement -Yes X No 8.1 Table 601 9.4 Travel Distance Live Loads shown? -Yes -No X N/A Allowable Travel Distance 200 Ft. Wind Loads shown? -Yes -No X N/A Building Element Req'd Rating UL No.* Certification from manufacturer (Sealed) X N/A 5.00CUPANCY CLASSIFICATION: Structural frame, Actual Travel Distance (Maximum) <105 R. -Yes -No -Assembly -A-1 -A-2 -A-3 -A-4 -A-S (Including columns, girders, trusses) 0 N/A 9.5 Spaces with one means of egress - Business Education Bearing Walls Exterior /A For buildings with one means of egress, I have checked the occupant load and the - -Factory Industrial -F-1 -F-2 Interior 0 N/A common path of travel against the requirements IBC 1018.2. Yes No -X-N/A - - Institutional -I-1 -I-2 -I-3 -I-4 Non -bearing walls and partitions 10. LIFE SAFETY PLAN (1-3 Use Condition -1 _2 -3 -4 -5) Exterior 0 N/A X Mercantile Imenor 0 N/A Provided X No (If yes, Drawing No. ) -Residential -R-1 -R-2 R-3 Floor Construction -Yes -R-4 - Storage -S-1 -S-2 -high-piled Utility Miscellaneous (Including supporting beams and joists) 0 11. ACCESSIBILITY: REVIEWED FOR - and Roof construction Design conforms to ANSI Standard117.1. X Yes n -Parking Garage Open -Enclosed -Repair (Including supporting beams and joists) 0 N/A -No -N/A If no, mtplain condition that will not allow building to be accessible. CODE COMPLIANCE 8.2 Other Rated Elements ST. LUCIE COUNTY 1 2 3 4 5 6 Bocc 7 1 8 1 9 1 1C 111 12 iNNED 3Y e County RE CE 47 Py 13 1 14 1 15 16 DRAWING INDEX T1 COVER SHEET, CODE INFORMATION, SHEET INDEX T2 GENERAL PROJECT INFORMATION CIVIL CO COVER SHEET C1 EXISTING CONDITIONS C2 DEMOLITION PLAN C3 SITE & GEOMETRIC PLAN C4 GEOMETRIC AND UTILITY LAYOUT C5 GRADING PLAN C6 CIVIL CONSTRUCTION NOTES C7 CIVIL CONSTRUCTION DETAILS (1) C8 CIVIL CONSTRUCTION DETAILS (2) C9 CIVIL CONSTRUCTION DETAILS (3) CIO CIVIL CONSTRUCTION DETAILS (4) C11 WATER CONSTRUCTION DETAILS C12 SEWER CONSTRUCTION DETAILS C13 EROSION CONTROL PLAN C14 EROSION CONTROL DETAILS C15 TRAFFIC CONTROL DEALS LANDCSAPE TP200 TREE REMOVAL PLAN LP200 LANDSCAPE PLANTING PLAN L1200 LANDSCAPE IRRIGATION PLAN STRUCTURAL SO.1 GENERAL STRUCTURAL NOTES SO.2 CONCRETE AND FINISH NOTES S1.1 FOUNDATION PLAN S3.1 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 ELEVATIONS A05 DOOR SCHEDULE AND DETAILS A06 ENLARGED TOILET ROOM PLANS AND DETAILS A07 DUMPSTER ENCLOSURE AND DETAILS A08 REFLECTED CEILING PLAN A09 ROOF PLAN AND METAL BUILDING NOTES A10 CONCRETE ANALYSIS AND MISCELLANEOUS NOTES MECHANICAL M1 MECHANICAL NOTES AND LEGEND M2 MECHANICAL PLAN SC M3 MECHANICAL DETAILS St Luc ELECTRICAL EO ELECTRICAL NOTES AND LEGENDS ES1 ELECTRICAL SITE PLAN ES2 SITE PHOTOMETRIC PLAN ST. LUCLE COUNTY . El POWER AND AUXILLARY PLAN FIRE MARSHALS OF E2 LIGHTING PLAN REVIEWED AND APP E2A EMERGENCY LIGHTING PHOTOMETRtt*LL%EWED BY: E3 ELECTRICAL DETAILS DATE: E4 PANEL SCHEDULES EMS1 LOW VOLTAGE PLAN EMS2 CPU TERMINAL DIAGRAM PLUMBING Pi PLUMBING PLAN P2 ENLARGED PLUMBING PLAN P3 PLUMBING DETAILS AND RISER A z �"'tToc 00 MM N tn y - -�NN ox U E l F o G Q Q N W 0 N J 0 � o, W �'� z W � O F--� NOWw ttQ ^ W Q O L ® a M PROJECT NO: 19-011 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: GENERAL INFORMATION N & CODE REVIEW T1 1 2 3 4 5 6 1 7 1 8 9 10 11 1 12 13 14 15 16 0 G I E E 0 W I K E M N w w w w w_z U U� z z _1 O 00 U Ud z z K U wz ofa OZ ai w m o �, o w o O zo m w x co 2 u- UU at >z x� m m a U �F a a wu�)C 0 z T J Lo U U w J w REQUIRED NATIONAL ACCOUNT VENDORS COMPANY CONTACTS PHONE # REQUIRED ITEMS RAINBIRD IRRIGATION LOCAL RAIN BIRD DISTRIBUTER WWW.RAINBIRD.COM IRRIGATION SYSTEMS EUCLID CHEMICAL PHIL BRANDT 877-438-3826 CONCRETE POLISHING SYSTEMS COMPANY PBrandt@euclidchemical.com RETRO-PLATE SYSTEMS SCOTT MAXFIELD 801-641-6796 CONCRETE POLISHING SYSTEMS scoft.maxfield@retroplatesystem.com RECORD DOOR SYSTEMS MICHAEL VINNIK 704-290-0234 IN,KY,MD, MODEL #5100 SERIES dollargeneral@recorddoors.com OH, PA,VA,WV STANLEY ACCESS DENNIS WEBB 256-776-8902 AR,AZ,CA,CO,CT,DE,IL,IA,KS,LA,MA,ME,MI,MN,MO, MODEL #DG2000 TECHNOLOGIES DGdoors@sbdinc.com ND,NE,NH,NJ,NM,NV,NY,OK,OR,RI,SD,TX,VT,WI ASSA ABLOY ENTRANCE ROSS MERKLING 609-528-2580 AL, FL, GA, MS, NC, SC, TN MODEL #SL500 SYSTEMS corr GIRTMAN AND ASSOCIATES MIKE MOYNAHAN 615-350-6000 INTERIOR DOORS AND FRAMES AL,AR,AZ,CA,CO,FL,GA,IA,KS,LA,MS,MN, dgconstruction@bass-secudty.com AND RESTROOM ACCESSORIES MO,NE,NM,NV,OK,OR,SC,SD,TN,TX,WI COOK & BOARDMAN GROUP JOE HARRELL 336-837-0673 INTERIOR DOORS AND FRAMES CT,DE,IL,IN,KY,MA,MD,ME,MI,NC,NH,NJ, nationalsales@cookandboardman.com AND RESTROOM ACCESSORIES NY,OH,PA,RI,VA,VT,WV SHERWIN WILLIAMS LOCAL SHERWIN WILLIAMS STORE PAINT, PRIMER, CONCRETE SEALER AND BLOCK FILLER MC CUE CORPORATION KEVIN O'NEILL 678-492-4026 koneill@mccue.com TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP YORK NATIONAL ACCOUNTS 800-481-9738 HVAC UNITS york-dollargeneral-be@jci.com AR, CO, IL, IN, KY, KS, MO, OH, OK, WV HVAC UNITS CARRIER HASAN KHALIL 315-432-7655 Hasan.Khalil@carrier.utc.com CT, IA, MA, ME, MI, MN, ND, NE, NH, NJ, NY, PA, RI, SD, VT, WI LENNOX SCOTT MACDONALD 972-497-6781 HVAC UNITS dollargeneral@lennoxind.com AL, AZ, CA, DE, FL, GA, LA, MD, MS, NC, NM, NV, OR, SC, TN, TX,VA ROOF CURB SYSTEMS CLIFTON REASOR 800-683-5848 RTU CURB DollarGeneral@roofcurb.com CURBS PLUS INC. ALLAN THRAILKILL 888-639-2872 RTU CURB alan.thrailkill@curbs-plus.com KCC INTERNATIONAL INC. GREG CONRAD 800-382-2872 RTU CURB gconrad@kcccurbs.com CED - CONSOLIDATED ROBERT DECKER 270-781-2229 ELECTRICAL SWITCH GEAR AR,AZ,CA,CO,IA,IN,IL,LA,KS,KY,MI,MN, ELECTRICAL DISTRIBUTORS robertd@cedbgky.com MO,MS,ND,NE,NM,NV,OK,OR,SD,TX,WI NESCO CHRIS TRACY 800-244-6980 ELECTRICAL SWITCH GEAR AL,CT,DE,FL,GA,MA,MD,ME,NC,NH,NJ, dollargeneral@needhamelectric.com NY,OH,PA,RI,SC,TN,VA,VT,WV USLED DANA PORTER 713-337-3836 ELECTRICAL LIGHTING AR,CO,IA,IL,IN,KS,KY,MI,MN,MO, PAUL JEZIOROWSKI DGUSLED@usled.com SUPPLIES ND,NE,OH,OK,SD,WI,WV LEDS MICHAEL STRINGER 920-915-4010 ELECTRICAL LIGHTING AL,AZ,CA,CT,DE,FL,GA,LA,MA,MD,ME,MS KYLE KNAPP DGORDERS@leds-Ilc.com SUPPLIES NC,NH,NJ,NM,NV,NY,OR,PA,RI,SC,TN,TX,VA,VT D&P CUSTOM LIGHTING NATIONAL ACCOUNT SALES 800-251-2200 CUSTOM POWER POLES CROSSCOM NATIONAL ANDREA LEMAY 847-850-6297 LOW VOLTAGE & VOICE/DATA CO,CT,DE,FL,IA,IL,IN,KS,MA,MD,ME,MI,MN, dollargeneral@crosscomnational.com MO,ND,NE,NH,NJ,NY,OH,PA,RI,SD,VT,WI,WV ASD CHRIS RUDNITSKI 828-624-1046 LOW VOLTAGE & VOICE/DATA AL,AR,AZ,CA,GA,KY,LA,MS,NC,NM,NV, crudnitski@asd-usa.com OK,OR,SC,TN,TX,VA GRAYBAR JEROME BANNISTER 615-743-3202 office, 615-924-2135 cell CABLE TRAY DollarGeneral@graybar.com EMERSON CLIMATE WEBSITE: USER NAME: dollargeneralbid EMS SUPPLIER NOTE: CUSTOMIZED DOLLAR GENERAL EMS PANEL REQUIRES TECHNOLOGIES http://dollargeneralbid.ectsolutions.net PASSWORD: dollargeneralbid STORE #, CITY, STATE, ZIP CODE & QTY. OF HVAC UNITS OF THE INSTALL SITE WHEN ORDERING. STANLEY CONVERGENT DAN GOLDSMITH 740-215-8913 INTERIOR FIRE ALARM PANELS SECURITY SOLUTIONS REQUIRED NATIONAL ACCOUNTS FOR ENGINEERING AND CONSTRUCTION MATERIAL TESTING COMPANY CONTACTS PHONE # ATC ASSOCIATES, INC. LESLIE GREENWOOD 205-733-8775 www,atcassociates.com leslie.greenwood@atcgc.com BUILDING AND EARTH MATT ADAMS 205-836-6300 www.buildingandearth.com SCIENCES, INC. dollargeneral@buildingandearth.com EAS PROFESSIONALS, INC. JERRY MARRONE 864-234-7368 www.eas-pro.com dollargeneral@eas-pro.com PROFESSIONAL SERVICE TERESA HEBNER 770-424-6200 #3030 www.psiusa.com INDUSTRIES, INC. (PSI) teresa.hebner@psiusa.com TERRACON JOHN MEADOW 770-623-0755 #353 www.terracon.com dollargeneral@terracon.com 110 A z M 00 M Q C� Q> C' m oz� QC 0� iG B a; vr�Ow b¢ G U .o ~1��1 U Fll N 8, O D E i E o 3 ra G Q Q o w I1 C) � e � O C O LIJ Z C'O b� K U 7 C) w M PROJBCT NO: 19-011 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: NOTE: MATERIAL TESTING IS REQUIRED ON ALL TRIPLE NET LEASES. REVIEWED FOR VENDER 30ODE COMPLIANCE N INFORMATIOI ST. LUCIE COUNTY T2 BOCC 2 1 3 1 4 5 6 7 8 9 10 1 12 13 1 14 1 15 1 16 2 3 11 I✓ 1 7 10 9 1 10 11 12 1 13 1 14 1 15 1 16 W 0 E F G W r BRICK WALL PANEL NICHIHA: FL12098.R7 PEMB GIRT @ 10'-0" AFF PEMB COLUMN 1/2" MINIMUM GYPSUM BOARD, HEIGHT VARIES METAL LINER PANELS INSTALLED TO GIRTS (BOTH BY PEMB) R-13 MINIMUM VINYL BACKED INSULATION 3-5/8", 18 GA. MTL STUDS TO 10'-0". SECURE TO PEMB GIRT. 3 5/8", 20 GA. MTL RUNNER. SECURE TO SLAB WITH 1/8" 3� 1 DIAMETER POWDER ACTUATED FASTENERS (RAMSET) @ 2'-0" O.C, REIN. CONC. SLAB ON VINYL VAPOR BARRIER (SEE STRUCTURAL) ° e A a d e ° a ad° ve ° ° + -III III -III e 'EIFS OVER METAL WALL PANELS (BY PEMB) �_ METAL FLASHING (BY PEMB) T.O. MASONRY 4'-0" AFF -`\BACKER ROD AND SEALANT NICHIHA BRICK PANEL TYVEK BUILDING WRAP ON 1/2" MIN EXTERIOR GRADE SHEATHING TO 4'-0" AFF NICHIHA OVER 5/8" CDX PLYWOOD OVER VAPOR BARRIER OVER METAL WALL PANEL NEW SIDEWALK T.O. SLAB ELEV-0'-0" AFF FOUNDATION AND SLAB, SEE STRUCTURAL DWG'S. Plywood Attachment: #8 TEK screw @ 16" 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: FL17688.41 Old Castle KI II5ULATE[ANfiNAwTEO GLA WET GLAZED L & IL WET GLAZED LAMINATED GLASS TYPE G3 WET GLAPED DIYEN510N OIYERSION M4xIYt1Y A.S.O. PRESSURE RR7vRPOSrM1 24- FROM 24- TO 102- +70,-60 30• FROM 30' TO 192• +70.-60 W. FROM M- TO ISO- +70,-60 42' FROM 42- TO 144' +70.-00 46' FROY 48" TO 108' +70.-60 46' > 1W TO 114- +70.-78.5 441. > 114' TO 1204 ado,-75.7 -.._ 48" > 120' TO 126' +70,-73.7 54' FROM 54' TO 98' -?O.-SO 54' 54' > "' TO 102' +70. 76.3 54" > 102' TO 108' +70,-73.7 54' > 100' TO 112" +70,7112 SO' FROM 60" TO 00' +70,-80 6D' > 90" TO IN* +70; 7T.2 60' > 96" 1O 1Ot' +70; 73 66' FROM 66" TO 90- +70.-72.7 72' FROM 72- TO 54• 66.8-M INSULATED GLASS TYPE 3 WET GLAZED 0M1£N550N o' 61MENiSEOM l" MA%RNY "A MC59MRE A 24. FROM 24' TO 192- +90.-90 30' FRv3Y .',�" TO 192' +90,-90 36' FROM 36' Til 168' 490; 90 42' FROM 42' TO 144' .801-90 'W FROM 49' TO 126' +90.-90 54 FROM IA' TO 112' +90,-90 60•' FROM 60- to 10t- +90,-90 68^ FROM 56' TO 90 81.678Y-. 72' FROM 72' t0 84" +75,-75 QLAW CLASS C010111IUSFT41H MMW" CII MAxrA1w D.LFO. tN' 45 GIA4i 0.11011A : a7511101 ;4EQLA 4r.ArsS T3 dL[>GASTLE SEE SGHEUUtE , Cri1R0T,11G R�oLF:ER AN SHEET 6 1/4' RL GLASS 416:Wtf II4145i T/4' a I1Grtn CLOCASTi E SEE 1 9,1#r yR 9MACE SHMCEDULE T 5 rCr• 1y[ aLuFs " 40b mn" w -6-tR 1,I4' Y:6 U.ASi FMiRc.. INSTALL STRICTLY AS PER MANUFACTURERS RECOMMENDATIONS TO ACHIEVE DP RATINGS 1 12 1 3 1 4 STANDING SEAM ROOFING: BigbeeLok 324, FL7413.4 PRE-ENGINEERED METAL BUILDING FAUX WINDOW: JELDWEN FL10970.1 SUPPORT ...... ........... , (2 KR CLIP) PEMB WALL PANEL: BigbeeLok 324, FL7412.2 SEAM EN RANI NOT S: 1. STRUCTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MINIMUM 24 GA_ (t = 0.022 ). EFFECTIVE COVERING WIDTH OF PANEL = 24'. 1 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 REWIRED FOR EACH APPLICATION AND ARE THE RESPONSIBIUTY OF OTHERS. Roofing Panels installed strictly as per manufacturers recommendations and compliance with product NOA Swinging Doors: Schlage: FL12400.R9, EIFS AT OVER META WALL PANEL. SLOPE TOP OF EIFS ACCENT BAND. -P.T. 2x WOOD B CK AT HEAD, JAMB AND SILL. TYPICAL #10 SELF DRILLINS TEK SCREW WITH - FULL EMBEDMENT IN METAL WALL PANEL. SPACE @ 8" C/C ALL EDGES CONTINUOUS EALANT AT WINDOW EIFS ACCENT BAND AT WINDOW SURROUND, T PICAL. PROVIDE MINIMUM 1/4' PROJECTION FROM WINDOW FACE NOTE: SECURE WINDOW NAIL FLANGE TO WO D 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 TYVI K VAPOR BARRIER AT WIN OW FRAME, 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. r may✓, i �. i ... E. ww �:� VN�MAX 4F ys/IP Ir RP 21' GC. 1NIT:1) MAIL 21' O.C. MAX. 110 IN Ai t10N 21' OYCF DETAIL W � VAX LIMMM 412 X (05' 94 MAXj (2) PIER +INC46M O 1 E.D. 3 Irxr. 42,XT. Anchors are strictly installed as per DP ratings and as per manufacturers recommendations and product NOA r WALL PANEL SIDE -LAP ` Ie. NO. 14 x 7M* LAP-TEK SCREWS WITH WASHER AT EAVE STRUT, GIRT, BASE ANGLE AND BETWEEN SUPPORTS AS SHOWN. 6" T-00' BM 6" T No, 12 x 1 1/4' 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 DRYVIT System FL 2030 R10 w/ Supplement to install over PEMB Wall Panel. See supplemental specification 1• r..rr LL... I li 5 1 6 1 7 1 8 1 9 1 10 111 12 1 13 MATERIAL LISI TSNFRAL NOI S r " 1. Pi rYFlllEi il(EL SYWS Ar k•OL 1SN[ S',"TA I'AE MEN MUSAM N"IMAW IRH 2' 4'1' 1 9W J5: Sfl[Y 1lIAf PlRNAENLRIIa eNK TH urtY RNTvw a TM AT wR1ENG'M L41ESi S:PRtnFS ¢ $• GYPSVI NNNRARN E IIMRSt RYSZ[I N4R YNE N:f rEP N AL'QI�NrZf MIN i" 1%r95.; UL'xT TAAS-Tal } Yy ;• As. E art sINATTra NVMt�TR.Kr x0. A x h" E9F &LLW EpE4R EPAEFR AT R• Rf. 1. NF srsf[n W44 EST Oka weY A IY.11 TIME rNT1,MEErTNE ��'N " ER IT xE 4 � M IK NFfWMWW.1xw R IwYVP 5YIA NRMT O.m7wN AT waSMONC 19E xr;i rgN PIPE NO ANYtJIRE WTAINf W xE IILNBA mm CIO SYLSFIE l rlg T li IF(I[Eiryw 'j1 AplllE M tiNupRP htATHM RP9 NSIxA1NM YAE9 NYN ITTWa ENS; S STEM µRS3 pEKY TO BIYx[�[lVR f WI SN m ME[1GI ANSI S UNYNIS PMIE, I[ em m LEME9S Rn KRM2 T11! AMENI f Sam WATEIE An IRPREN 6P X1, 4RF011N4 fe AFlEO 41[MA5"nS"Mrlwx=A NAM Wrmi EPAM A ANI rxs flKtMEN1. !a MNNYI V 4F 0.4 TIE ARFS64 SNYi lF ARPIEI iN INF eMA1NE. I! Ens w A YarKu IINfNurac. 5. JAWLATpN RiEM15 W`R' N.xN 1,10 w A AMNNS NNw m:w 11: WNMIE.Y TAM INISMARM NPfAN NEEM AN Z mz Aa f Pus ilm," OR srsR[n WW lE GN[Er NEWArKN wIFS sSYnN SNL:t xSYls A :IARiT ML MIN Pe 'rhFN xr TxF wFEx flAYff P ErWQO A' A N NM! LMCE [CENEY. L+Ev[pY S K' S1W LOL':11 W AS fFLOPftP lY lK' NRNFAUMN E'. MY", WAT. PRPIIN, 4GI,.WIRAN, NL nNX Ty SIM Er411i WALL 0.r SIWT.IM MIEN E SIf W YNg6Is LY H INNf MRTI1Nx mpT ANR flu AM) M.YE P IgNSN KlE ..Ir NATEL NNNR x N amnF+N[ Non farKn.e.sEx wrases. m $M nMxNN srREIFSTx a nsea.sl REMRE ON 5. RRY M IEAT IS N511101 WE" WATER 4� mvw P4vEFAR NRfWd[NL IEEH EOS YRIrxr fw{N•J,xlL LIxFN P6 PRyEYEIfIEMµAiTI�R ICN�NApMMI yy�ygy�'v N M[ CRY. RAY MA PAN>0119 W" TNJrtIY RI w'T PMI0.FN yNfLi tlEY6lVi vlt (ME.Sr �M TK,rPi S lRfA,S A9E (TIMEpR[RKN¢tl1iWtt�N[la[NUG�N1:fES5R [aEIS MO W NFSN ERYR RIn,I PE NMTER 1 it XYVRY STANYW PWRMP4 MNN.3 �RrvN" ReFtn{ASR MNFWEN4 n[Sn FlEfROrDw WYVd RASE PART. WI STYAM? RE NNEIRME NEW RNMF 4 EAPEEN. NWNPf AN Vi- AT Ill MKII ItiRWNFRE39JFE RD iarnTFMrv.IEFn MerIK MYe Pdr£NM .VNEANLE IN YAlENR RE%EKES. ~-_EN P:B .. 0 24' -- r 4. 4' 10. 101(r 10" 38' MINIMUM SCREW REVIEWED ATTACHMENT LOCATI ON60DE COMPL USE 2" POLY WASHER AND MIN. #6 BUGLE H.ktEC Ll1CIE CC CORROSION RESISTANT SCREWS W/ MINIMU 3 BOCC EMBEDMENT IN WALL PANEL 14 1 15 1 16 Y i-I M A o �q 00 M M W) A ��� � N N ox •bp� N U PG �CA Ow Cd [.M.Mi U .o Cn ar C � U. [_' m U O D nQUU� 1� ��o F 1rlwlr srf Ella-* 13': AR92549 k WIN .lam r�►i. / / ' F o� 3 �> Q� G Q W H O a � J O M o, W zo �-I ct W `° �v--1 L a OO V1 IwI-� M PROJECTNO: 19-011 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: PRODUCT N APPROVALS T3 2 3 4 5 6 7 E 0 iC 12 m 15 in A B UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER WATER, SEWER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B PORT ST. LUCIE, FL 34984 (772) 807-4452 DSpriggs@cityofpsl.com FLORIDA POWER AND LIGHT NATE HOLZMACHER ELECTRICAL: (850)745-7022 Nate. Holzmacher@fpl.com 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. SURVEYOR NOTES: 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA E 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. ADDITIONS OR DELETION TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. 4. PROPERTY ADDRESS: 7180 US HIGHWAY 1 5. PARCEL CONTAINS 1.41 ACRES, MORE OR LESS. 6. THE LAST DATE OF FIELD WORK WAS JANUARY 18, 2019. 7. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. F 8. BEARINGS, IF SHOWN HEREON, ARE BASED UPON THE NORTH LINE OF SECTION 22 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. THE EXPECTED USE OF THE SURVEY AND MAP IS COMMERCIAL. 10. BEARING SHOWN HEREON ARE LABELED AS DEED (D), IN REFERENCE TO OFFICIAL RECORDS BOOK 3044, PAGE 2633, AND CALCULATED (C) IN REFERENCE TO ADJUSTMENTS TO THE BOUNDARY AS CALCULATED BY THIS OFFICE. 7. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD88) AND ARE BASED ON NGS BENCHMARK DESIGNATED T-403, HAVING A PUBLISHED ELEVATION OF 4.56 FEET. 8. 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. 9. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 10. 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. 11. DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO.12111CO280J, ST. LUCIE COUNTY, FLORIDA, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. 12. THE LEGAL DESCRIPTION FOR PARCEL 1, AS RECORDED IN OFFICIAL RECORDS BOOK 3044, PAGE 2633, OF THE -I PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAS A SCRIVENER'S ERROR IN THE FIRST BEARING CALL FROM THE POINT OF COMMENCEMENT THAT IS ADDRESSED IN A SURVEYOR'S AFFIDAVIT SIGNED BY MICHAEL T. OWEN ON JANUARY 25, 2019. 13. THE SUBJECT PROPERTY IS ONE AND THE SAME AS THAT CERTAIN PROPERTY SET FORTH IN THE DEED DATED FEBRUARY 21, 2007 AND RECORDED IN THE REAL PROPERTY RECORDS OF SAINT LUCIE COUNTY, FLORIDA IN IN BOOK 2769, PAGE 1000. 14. THERE IS NO EVIDENCE OF CHANGES IN RIGHT-OF-WAY LINES. 15, NO WETLAND DELINEATION MARKERS WERE OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 16. NO ZONING REPORT WAS PROVIDED TO THIS OFFICE BY THE CLIENT PER TABLE "A" REQUIREMENTS. 17. THE BOUNDARY LINES OF PARCELS 1 AND 2 ARE CONTIGUOUS WITH NO GAPS, GORES, OR OVERLAPS. J LEGAL DESCRIPTION : A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: K COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE SOUTH 89'45'45" WEST, ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1977.35 FEET TO THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00'09'52" WEST, ALONG SAID LINE A DISTANCE OF 1068.61 FEET TO A PARALLEL LINE 256.00 FEET NORTH OF THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE NORTH 89'48'50" EAST ALONG SAID PARALLEL LINE L A DISTANCE OF 84.14 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89'50'04" WEST, ALONG SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, SAID POINT BEING IN THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1862.86 FEET AND A CENTRAL ANGLE OF 6'04'34"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE SUBTENDING AN ANGLE OF 06'04'34", WHOSE CHORD BEARS NORTH 23'44'55" WEST, A DISTANCE OF 197.56 M FEET; THENCE NORTH 89'48'50" EAST ALONG A LINE PARALLEL WITH AND 75.00 FEET NORTH FROM THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, A DISTANCE OF 298.65 FEET; THENCE NORTH 00'09'52" WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.41 ACRES, MORE OR LI SS. N 2 3 4 5 6 ST. L UCIE ,q FL 7180 U.S. HWY 1 GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM 7 JUNE 2019 Always call 93-1 before you dig- 0 m Z7 C7 m Not to Scale 9 10 'M➢Li INDEX TO CIVIL SITE PLAN SHEETS SHEET DESCRIPTION CO COVER SHEET C1 EXISTING CONDITIONS C2 DEMOLITION PLAN C3 SITE PLAN & GEOMETRIC LAYOUT C4 GEOMETRIC LAYOUT AND UTILITY PLAN C5 GRADING AND DRAINAGE PLAN C6 CIVIL CONSTRUCTION NOTES C7-10 CIVIL CONSTRUCTION DETAILS C11 WATER CONSTRUCTION DETAILS C12 SEWER CONSTRUCTION DETAILS C13 EROSION CONTROL PLAN C14 EROSION CONTROL DETAILS C15 TRAFFIC CONTROL DETAILS SITE DATA TABLE STATE OF FLORIDA COUNTY OF ST. LUCIE OUTSIDE PORT ST. LUCIE CITY LIMITS ZONING: CG - COMMERCIAL GENERAL YARD SETBACKS (& LANDSCAPE BUFFERS): FRONT: 25' (15' BUFFER) SIDE: 10' (10' BUFFER) REAR: 20' (10' BUFFER) PARKING REQUIRED: 4.49 SPACES / 1000 SF GFA Based upon the 4th edition of the ITE parking Generation Manual 9100 SF / 1000 * 4.49 = 40.9 SPACES PARKING PROVIDED: 41 SPACES (INC. 2 H/C) BICYCLE PARKING: 6 SPACES MINIMUM � N M �N V' �m W c o A U " v m Cq � w o Q o B UzN��' O M N 0 N U C �O �w 00 o N ti Perry C Jinrighl t III I PSLUSD STANDARDS AND DETAILS THIS LIST INCLUDES ALL THE PSLUSD STANDARDS AND DETAILS INCLUDED IN THIS PLAN SET: • GENERAL •• G-01 - STANDARD SEPARATION REQUIREMENTS (2019) •• G-04 - STANDARD PIPE TRENCH CROSS SECTION (2019) •• G-07 - TYPICAL VALVE BOX AND COLLAR IN UN -PAVED AREA (2019) G-07 - TYPICAL VALVE BOX AND COLLAR IN PAVED AREA (2019) • •• WATER •• W-02 - COMMERCIAL WATER SERVICE CONNECTION (2019) OWNER/DEVELOPER: HSC PORT ST LUCIE, LLC HAYMES SNEDEKER PO BOX 130 DAPHNE, AL 36526 (251)243-0708 (251) 252-9898(FAX) LANDSCAPE ARCHITECT: ENGINEER: JADE CONSULTING, LLC TREY JINRIGHT PO BOX 1929 FAIRHOPE, AL 36533 (251)928-3443 (251)928-3665(FAX) SURVEYOR: z a O x Ln a = x z z c a z o i-, J a 00 � U U z LI �O ¢a w� z0 > LnZ Ln z ow�� x F w w y a . w p = z } aLn 0z a zZ z0', 0 .in ww z�U-)w w �m 0o o � o wLU =o w¢ �O L, O z `n a o o oU oP Fw U)w zx z F a Q 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, SHALI BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND APPROVED BY THE CITY. 12 13 14 5 6 Unaffiliated V El 'dual, cn Perry J �t IItTATE OF �<v 9. =A01�5� ABC500000792 ate: 2019.06.13 1 :20:53-05'00' r o a a a F z w 3 � H rr � U A A N W H a ® L J C) K F O U L V� w m PROJECT NO: JADE 1611 DRAWN BY: PWM CHKD BY: PCJ SHEET NO: N C 0 COVER SHEET n \ GRAPHIC SCALE 20 0 20 \ ( IN FEET) 1 inch = 20 ft. 4 S 6 7 8 9 1 10 11 12 13 14 3, .0p Sj - - x _- 9S 4a 6 OS° 069 x,.SET-- . �0 _0,�- ---- X � —. �66 X,�'6 Xlaal x,"-„9� X�3 j3 C E C - ,INLET (S 105)) L (MODIFIED) \ RIM 12,37' ;W. I NV.7.72' \ �S' INV.'/.92' OTTOM 7 27' EX. CURB INLET (S-104) `\ RIM:14,07' / I /k/L 197.561 R- E // CHB=S2 / a 15 'aS @ Ij16 logs --X, g—g- xj, _ EXISTING DITCH �°4 - -- --- -�c, �( MITERED END f 10819 00 X xl x'Yi?3s lSa X,,> -XIrS>TR�4GT--A---X, x—_— — _.-T-_ -1 V j8 -____�� , 12x18EER�P/ B lrg6 l>l PINE SUU61T RE -PLAT N8. 1 rr6a X11 s - r66 - _Xr_,9 j6 rj°p-- xlst�--- 4,36 � +'�'�9 � INV:9.38' .I <S� xl Xj �j4T BOOK 51, 214PE 39 x �j 9 x" D — 11 # 8_x ___x , —/Xtt 8l 64 PARCEL ID:3422-522-0001-000-5 Xl j, 6 EOE MAIN BASEMENT XIS x41 �4ex� s3 2e B t6*,?AIN, MARK OWNER: K AND J OF ST LUCIE COUNTY INC °a . Xj 61 x lg x ZONING: xl (O.V. 470, PAGE 2354) / �5 X� 11.96 44 Xl, xl�"> x, EXSTING USE: VACANT Xj? xl�a9 26p Xr 9S 299 96 P. 0. ✓ • Xr29 1Y 9, �56 L=27.84, R=1862.86,'46 0°51'23", Clap N21 °08'04 W(C) x °a X >9 l,..93 �2j FD 5/8" IR/C 9 X > X °9 X l3 lc? X X 13 FD 5B" IR/C L=27.U, R=1863.61, A=0°51'21 ", CHIr N20°44'0i*(D) X�ee6 x1306 LB7705 1,84 LB8030 0.'M'gYVEST / x, X X X�30c, Xra x1l. , x1e..99 Aga 31e 13°S Xle.&g xl�> lze4 x1�9s S 8 9 °4 8' 5 0 " W 3 7 7.6 5' (C Klz Xl2 X �>' X . w a..w _P xl`�ea _ e•'w X._ e'w e'w e•'w a"w: a"w >e9w e�w 8 �w �"w e••w e w - Xl.�— • '��• - - =�� — - - O - 5 0 - - - � x - - �.� - - � S89°4850"W 84 14'� ) - �96X t890 "E 3`77.76'(D ez ° je.z6 X x12as CRF c 10' BUILDING SETBACK &LANDSCAPE BUFFERnJ�x 1 a -- — - - -- -- -- __ — ag6 00009'52"E 00,(C X . X, X X13.06 X X �e9 S00 11 42 W 26 0 w 86 ss, 1e-a - .>. 3�r E�os' X�4 \ X X X G CON C. A �`la°�.i3� 40 Xra �. ° ' ' 30j • 1 �, "U`X J 4 �� — _ _ xl��— r��9 PARC � 0 (D) EX 0 C. CURB � - -.a = r� a l S89°48'50"L367.69`(C) �i r36g- _ e a66 2x ,<jaa xja° X Xla� -- S89 4$ 5o"W 84.14 (0) ago 3V 3z x _x N89`50'04"W 84.14'(D) e \ x x EX. SMH 1 s_ a l o �� EX. ,SMH 2 APP O, OC:TkON EX.,-SEW,ER.FQRCE MAIN z.• 0 13 30s / a W9 50 (WeW 361.83 (D) x�3a � t T - C y I l� x �" X`� EX. SMH 4 `r X aa> 3 s I 3°> X xla x x x 6 Xlaa4 aa9 EX. SMH �� ra9 jj ; \\§ 66 n la'61 . ., a56 r 6g "39 EX. SMH O— I�. JMH 5E./X. ASri IA�I �. X o EX,. SMH 8 \' EXISTING CONCRETE SLAB EX. SMH 7- A 5 ti<, m h X. HA RAIL X x x x \x'a9 xla9a' x'3 '� t s x �\ >� 3aa r34 la, 3a0 Xl3s xla Vf ��EX. 5'x5' LIFT ST�iTION�'� EX. CURB INLET (S-103) a 6a SMH 1 X ti- x,a W/ ELEC. BOX r3 0 7 \\ ,X a° DBL TYPE C (MODIFIED) EX. �MH 9 � J , (SEE TABLE) x1340 I LU \ x aa4» PVC INV:11.95' �,J3,w s - m I a \ ��� 18" RCP INV. °x i8s� Xl sj }" 2 \ RCP INV. xi x ,n > U)BOX f� �` VA 'VA.,�� X S, XJ340 X134B Xl3Sq Xj$y> X1a49 X.. '�� � a96 � �13>0 � � x13 1 EX. CONTROL •PANEL PARCEL 2 �--.. x,' � l 4 }x 1 k ii X b\ x13a> X13S4 x 49 X"C' 4_.. xla'a6 13.3bX i r�a� n� > i. �{ 0 1$03X ,Xl3�r� x ,. ' �X �y ilk>5• XK i ,..Xl k 4 � � / 4 PARCEL ID: 3422-123-0001-0'00-0''EX,,> x„ X,_ Xl _r X,� �x ASPHALT PARKING; x1 ; SELLER' ADOBE ORP;. �X%; � COD" \ R` _ r3� O� ti LEGEND BENCHMARK CRF L CAPPED ROD FOUN �\ N CRS O CAPPED ROD SET %L ROB RIGHT-OF-WAY PROPERTY LINE \ \ PROPERTY LINE (ADJACENT)\ O 'n EXIST. EASEMENT LINE 6y� DPP EXIST. OVERHEAD UTILITY AND \UTILITY POLE (--- GUY ��PP EXIST. GUY WIRE AND UTILITY POL J \ W W EXIST. WATER LINE —SS—SS—EXIST. SANITARY SEWER LINE TEL TEL --- - EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE K ® EXIST. CONC. POWER POLE xx EXIST. LIGHT POLE © EXIST. WATER METER mm EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING EXIST. CONCRETE M N UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER WATER, SEWER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B PORT ST. LUCIE, FL 34984 (772) 807-4452 DSpriggs@cityofpsl.com FLORIDA POWER AND LIGHT NATE HOLZMACHER ELECTRICAL: (850) 745-7022 Nate. Holzmacher@fpl.com 4 A, HOrr > 'x1-,,BUYER: HSC PORT)&LUCIE, LLC ZONING: CG'�' TING USE: DEMOLISHED BUILDING AND PARKIN x 1280 X.. Xr265 OKI O • - - fir-- - ��' �.� - Q • : i • : . Famm --s`'�*!i2��'i�►���_ ��-- - it LB8098 Xlaa x l,?oS a raa4 6 EX. SIGN X3�ax'y, 4 5 lar x 1a99 1,0 \\ O;;e \ -0 \ 5 6 7 8 EX. BUILDING SOUTH LINE OF THE WEST 1/2 OF THE N.W. 114 OF THE N.E. 1/4 OF SECTION 22 9 10 CRF _ FD 50 IR/C LB8423 0.52' EAST EXISTING UTILITIES DISCLAIMER: Z oZ Z O D Y L �) Q O () l 0) L? a L? N LL O'1 O Z W m0pN L � gWa z a O Y D a C� cc aw w o N 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. Always rail Sii before you dig- 12 13 14 In 16 CONTROL STRUCTURE RIM:12.62' WEIR:11.10' N INVERT: COULD NOT U BE DETERMINED n rOL-"J�,_J �m a W pU M n Lo b U N w b Z t rq M U N n N c� 0 N V cps O w N 00 o N SITE SURVEY PROVIDED BY: ENGINEERS 0 SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 �R 772-462-2455 -B www.edc-inc.com 15 16 .L~ � �O zCn Cq _m M 'qt Cd N� N ~ x . �� N N ON Ow 3 a,N04orT, [--+ U b w a Qn �V 0 ,������,,�� C E NI f ,,,•���i�i N0. 61289 L: �* * ,t: L �6 STATE OF /rv� z � U AW 8F �7 P» W U vj F A G LO) tV M 4 vl %6 l� H l ' 0 0 N O M z W o � w K oJ Ln U 0 0 C4 M PROJECT NO: JADE 1611 DRAWN BY: PWM CHKD BY: PCJ SHEET NO: N C I EXISTING CONDITIONS 1 2 3 I 5 IQ X�3g A REQD., SAWCUT AND REMOVE EXISTING I,52 ASPHALT DRIVE/PARKING AREA XI2 XI`I9 4 1 XI2 96 Xl S6 129g XI2 X4P..g2 B C XI a"w X GRAPHIC SCALE X 20 0 20 \ s. ( IN FEET) s8 J I 1 inch = 20 ft. , 9) C \ \ v READ., SAWCUT AND REMOVE Ex. C, INLET (s 105)` EXIST. CURB CUT AND SIDEWALK E c (Mo[JI7U RIM 12 - r .37,'' ,° � d �,W, INV 7.72', \ S. INVX7.92 ,< OTTOM: .27X EX. CURB INLET (S-104) RIM:14.07' READ., SAWCUT EXIST. SIDEWALK' \ AND REMOVE EXIST. TOP OF CURB INLET x�. F XX 7 �\ y X \�� REQD., SAWCUT EXIST. SIDEWALK zxX� AND REMOVE EXIST. TOP OF CURB INLET READ., REMOVE EXIST. HANDRAIL F XX" 0�/ / \ !t 13,g LEGEND \ BENCHMARK n CRF 0 CAPPED ROD FOUND C)\ H CRS C CAPPED ROD SET R0 \'Y— RIGHT-OF-WAY PROPERTY LINE \ \ \ O _._ PROPERTY LINE (ADJACENT) 'n EXIST. EASEMENT LINE \ �� ,p — — EXIST. OVERHEAD UTILITY AND UTILITY POLE GUYPP EXIST. GUY WIRE AND UTILITY POLE \ W W EXIST. WATER LINE SS_SS_ EXIST. SANITARY SEWER LINE TEL TEL EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE K EXIST. CONC. POWER POLE x� EXIST. LIGHT POLE EXIST. WATER METER D4N� EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING L EXIST. CONCRETE TO BE REMOVED m X TO BE REMOVED N Xl2gs X12o9 6 Q 7 8 9 16 11 12 13 6 — REQD., SAWCUT AND REMOVE EXISTING ROUGH ASPHALT EDGE 069 —_'X�O _. 66 — . __- _�, �O g�j0..]0 S6 4g PROVIDE SMOOTH SAWCUT EDGE FOR DRIVEWAY TIE-IN — II 3—I66—_--�"'9 -- -'S8 f61 I, go --- g6 g,'9 REQD., REMOVE EXISTING GUY WIRE X,2„ X1216 XI?" FORCE MAIN 8 # 'FASEMENT X1j, X, (COORDINATE W/ LOCAL UTILITY COMPANY) (0.f 470, Xtg6o PAGE 2354) 03 "d9 ' RX�286 E D XI2.39 ;B. 4 X�29 > T\ N QO Cp ., REMOVE PORTION OF X, X�26g EXISTING WATER LINE 2'9 X XI X12y3 32 12u. 306 READ., SAWCUT AND REMOVE EXISTING CONCRETE X�292 X�2g9 SIDEWALK/CURB/GUTTER PROVIDE SMOOTH EDGE FOR TIE-IN XI2'°a„w X� —P SO Xlg, X _ �REQD., REMOVE ALL EXISTING GREASE TRAPS' IA7AND SEWER PUMP STATION READ., REMOVE ALL EXISTING LIGHT POLES AND SIGN 0 � VA � X ��_ XIO 7 3 S 7. 3S (,x iF,gg 26 OGG� \ vv \ 6g C,:�: I EX. SIGN X tg v \ X1299 \\ UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER WATER, SEWER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B PORT ST. LUCIE, FL 34984 (772) 807-4452 DSpriggs@cityofpsl.com FLORIDA POWER AND LIGHT NATE HOLZMACHER ELECTRICAL: (850) 745-7022 Nate. Holzmacher@fpl.com 13.>g ,I rol N X 14 S? > X12� 6 E YARD Dr —RIM:12.14' LL.Ei 'WTH DIRT) CRF xI 2 READ., SAWCUT AND REMOVE EXIST. 92 2g11 Xt3 > ASPHALT DRIVE/PARKING AREA � V X X J X ;%//.�. �� dos ✓1 1 g6 36, READ., REMOVE EXISTING CLOGGED YARD DRAIN AND PIPE (CONTRACTOR TO FULLY INSPECT THIS INLET AND INFORM ENGINEER OF ANY FINDINGS OF PIPE OUTFALL OR EXISTING FLOW FROM THIS INLET) XIQ d .�_. X139 e X�3' xg „- 3. ,4 IZg2 XI3Jo9g EX?.`,? CONCRETE EX. BUILDING READ., SAWCUT AND REMOVE ASPHALT PARKING STALLS AT PROPERTY LINE GRADE AND PAVE AS PER GRADING PLAN TO PROVIDE COUNTY MINIMUM 1 & DEPTH READ., SAWCUT AND REMOVE EXIST. ASPHALT DRIVE/PARKING AREA FDOT NOTE ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FDOT DESIGN STANDARDS, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE UTILITY ACCOMMODATION MANUAL. NOTES 1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED. 3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS. 4. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 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. Always call 8is before you dig_ 15 W z W J W (.5 ILA Za �O L0 It r W IZ W 2Q W2 Cc U 00 W ILL 16 �-4m W M Ln UU \0 v M E y 00CA gNg A O o C b H � w U G �N � 'CON M C q � N U G1 U Ln C7 G L�7 00 N SITE SURVEY PROVIDED BY: 1� ENGINEERS O SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 9W 772-462-2455 � www.edc—inc.com rl- A z 00 M_ ,,9MM 17l C� •� N ONNN �n N U g O `O o w a C'A445 WJ Q C O O }' o D 1 G E :• N0. 61289 i STATE OF )4'i z o h 3 0 T O O a d fV m a vi �O C H O (-4 J 0 � O K.� L hiia--•I 0 w tit Z PROJECT NO: JADE 1611 DRAWN BY: PWM CHKO BY: PCJ SHEET NO: N C2 DEMOLITION PLAN 2 3 1 4 5 1 6 1 7 8 9 10 1 12 13 14 15 16 -__I= 2 4 5 6 17 18 9 0 12 13 14 1 15 6 1 --- - -- RAINAGE STATEMENT:1-z- STORMWATER --- -- - - - ALL BE MANAGED VIA PARKING LOT SHEET FLOW TO CONCRETE FLUMES AS WELL AS ROOF DRAINS TO COLLECT STORMWATER IN THE PROPOSED------TRAC�A-- __ __ __ __ _____ � M � POND AREAS SHOWN ON THIS SHEET. THE FINAL GRADING AND STORMWATER PLAN SHALL BE SHOWN ON SHEET C5 TO DETAIL THE SYSTEM. THIS SITE IS NOT PINE SUMMIT RE -PLAT NO. 1 - -" - - - - A WITHIN THE NSLRWCD THEREFORE A PERMIT IS NOT REQUIRED. THE OUTFALL OF THIS SITE, AS DETAILED ON SHEET C5, SHALL BE MADE INTO THE EXISTING FDOT PLAT BOOK 51, PAGE 39 W A o c� UNDERGROUND STORMWATER SYSTEM. PERMITS FOR THIS CONNECTION ARE PENDING REVIEW. PARCEL ID: 3422-522-0001-000-5 --- v o Z00' THIS OWNER: K AND J OF ST LUCIE COUNTY INC + p m n u SYSTEM WILL NOT ADVERSELY IMPACT ANY ADJACENT PROPERTIES AND WILL IMPROVE WATER QUALITY AND RUN OFF NUMBERS AS COMPARED TO EXISTING ZONING: CG � � � � � �M t � I CONDITIONS. THIS INFORMATION CAN BE FURTHER EXAMINED WITHIN THE PROJECT STORMWATER MANAGEMENT PLAN AND REPORT (WHICH IS PENDING COMPLETION EXISTING USE: VACANT � FOR SUBMITTAL FOR ST. LUCIE COUNTY STORMWATER PERMITTING) 00P�0wB. o C-, REQD., STRIPED CROSSWALK FD 5/8" IR/C a . ^ \ REQD., STOP SIGN (TYP.) ("STANDARD MARKINGS" FDOT INDEX NO. 17346 SH. 9of14) LB7705 y 2 ,. \ 0.25' WEST al v 1 N & GUTTER B < \ - - - - 180.42' - - - - -� pOTRECIDTYPE CURB( (INDEX 00) - - - Q w �N "•w "w ew a..w e•w - - - U Z N en V Il a N W Q ° e'w e'w "'w e'w a"w a'w e'w a"w s'w e•w - a..w REQD., STOP SIGN AND STOP BAR (TYP.) C F o -o ti � N V \ ° ' BUILDI SETB CK & LANDSCAPE BUFFER 18, � U • Y �• \ ip ._ _._ _ .. I j REQD., APPROX. 87 LF FDOT DROP CURB GRAPHIC SCALE op (INDEX 520 001) _ - R a / \ \ N 75' ° 20 0 20 O vl �' Lu REQD. 6" CURB C SPEED '` � � �-- � �- \ w" � �, �� - IN FEET) % READ. BIKE RACK/ REQD., 6 MONOLITHIC II : , I -' t inch = 20 ft. U 1 LIMIT \CURB AND SIDEWALK OO w 45 - -5 - I V �� ' w W `� SP C-E S Q'� S CAS °a I al C A: Z A� Cn POSTED SPEED LIMIT 10' REQD., ADA SURFACE m co r F \' 00 DID � I o 01 ^ " U_ I } �I LYi D Z t ".r o a ao.w o. a REQD., 12" WHITE PAINTED STRIPE T 10 co 0 o a F -'1 - p ^' wow puup� REQD., ADA SURFACE z ¢ j a o o 0 1z 0 J,,�p� cEN ' !ice 18�J 13 o o (n O Z vl �� A E MAIN ENTRANCE 0* (10) p ,�` NO. 61289 E REQD., 6' WIDE CONRETE SIDEWALK �� N IE I > w Lu �r Q 31 LEGEND �(� )\ �2� i 36' ?� o oOPOl�D o o� �� m o ° ozi _* INDEX 522-001 f o `� O a - .. o v' 1 BUILDING c7 �wooN� BENCHMARK \ T\ \ \ \ I O Y Z O Q Q J Z O O ��a P 9 �t e i� F - :� STATE OF -1 0 0 ®� 10V J > W�-jWQ Z N i�S CRF A CAPPED ROD FOUNDS Q I U Y �I �I��ONAI Ep�� \ 2 1, _j a F �S Jf Q o 0 o U i: r; ¢ a X CO co�q�nn��� CRS Q CAPPED ROD SET ` o C W r jr Q Q b W a w w I �O�- RIGHT-OF-WAY art ` o \ \ Z - Q �.,. REQD., 2 EA. H/C SIGN IN BOLLARD o o N z \ m. D \ �,� mp �� O D -I PROPERTY LINE 00 , G� "wZ O ._ co - - o 2 \ �� 0 2 �0 z 00 FOUNDATION PLANTERS `� PROPERTY LINE (ADJACENT) �g�� �\� \ Q m Q J" o (SEE ARCH AND LANDSCAPE) o 0 0 I �I z EXIST. EASEMENT LINE m ^ c N v W W I 5 o } m2� N 67.17' t a aW PP EXIST. OVERHEAD UTILITY AND UTILITY POLE \ L J GUY DPP EXIST. GUY WIRE AND UTILITY POLE �Z �� �� �1-------- -- -� ;< o w� N W EXIST. WATER LINE (� 'l` o OPO 'I ' PA FNG EASE ENT U I RESERVED FOR II C -SS-SS- EXIST. SANITARY SEWER LINE • v` \ ° \, R� _ \\ R5 _ 10' BUILDING SE BACK - I SEPTIC SYSTEM y \ &LANDS CAPE m O \ UFFE ' ° tiorkzrR ,. sire TEL TEL EXIST. TELEPHONE LINE � � � • ° > ° ° EXIST. FENCE LINE - - ter._ - - - ------ ---- � iCRF A G f - ------- --- ` AC >���. �� LB84231R/C - - - - - - - - - - - EXIST. PIPE J E CR �� ,30.00' �:12 SP S � y \� SET 5/8" IRJC 101 48 �G 0.52' EAST �\ C A LB8098 �' " PROPOSED SETBACK LINE REQD., ADA SURFACE �QP PROPOSED 24" CONCRETE CURB & GUTTER a �h PROPOSED 6" CONCRETE CURB _ PROPOSED 6' ACCESS EASEMENT _ _ < Q _ _ _ _ _ REQD., 3' WIDE CONCRETE VALLEY GUTTER (SEE GRADING PLAN SHEET C5) H ®� y a REQD. STOP SIGN AND STOP BAR SfOUTH 75; WEST 112, NW 1/4, NE 1/4 SEC. 22 � EXIST. CONC. POWER POLE \ \ p (NP•) h, PARCEL ID: 3422-123-0002-000-7 NOTES TO CONTRACTOR: EXIST. LIGHT POLE O (� OWNER: ROLAND J. KURUSIS \ n O p0. Q ZONING: CG r 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING O OO EXIST. WATER METER \ O� �C a� khx EXiST1NG USE: RETAIL BUILDING AND PARKING , A INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST [---1 u EX. SIGN > BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS 0 D4 EXIST. WATER VALVE > EXIST. FIRE HYDRANT \ y a EX. CONCRETE RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING S� ° \ 4 - - - - -- --- - -- -- -- FOOT PRINT SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING x C� n EX. BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL a EXIST. ASPHALT PAVING /iOG REQD., 6" MONOLITHIC NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CURB AND SIDEWALK O 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING O EXIST. CONCRETE tl'�0G - - - - - - - - - - SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, .--1 o, W � �-- - z Z PROPOSED LIGHT DUTY ASPHALT o0y ,p 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO W J ENSURE THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE O \ VIDEO TO THE OWNER. 10-1 1 K \ 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR K U "o PROPOSED HEAVY DUTY ASPHALT SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR "� REVIEW. PROPOSED ASPHALT OVERLAY PROPOSED LIGHT DUTY L CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY i CONCRETE (BROOM FINISH) M 4.00 19.50 WB-67 N Tractor Width Trailer Width Tractor Track Trailer Track I 1 53.00 feet 8.00 Lock to Lock Time 8.50 Steering Angle 8.00 Articulating Angle 8.50 2 3 PROPOSED JOINT LAYOUT PROPOSED EXPANSION JOINT PROPOSED CONTRACTION/SAW CUT JOINT STRIPING NOTES 6.0 STRIPING ON CONCRETE SHOULD ALWAYS BE YELLOW, 28.4 75.0 STRIPING ON ASPHALT SHOULD ALWAYS BE WHITE. 1 4 5 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE w SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL L UTILITY PROVIDERS. O NOTES F_4 1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL zw APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED. M PROJECT NO: JADE 161 3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED DRAWN BY: PwM THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS CHK'DBY: PCJ ESTABLISHED IN ALL DISTURBED AREAS. 4. ALL TRAFFIC STRIPING AND MARKING SHALL BE THERMOPLASTIC WITHIN SHEET NO: DOT RIGHT OF WAY, 5. ALL DIRECTIONAL, REGULATORY SIGNAGE, AND ALL PAVEMENT MARKINGS N �� SHALL BE IN ACCORDANCE WITH THE "USDOT MANUAL OF UNIFORM TRAFFIC ��� CONTROL DEVICES." SITE & GEOM PLAN 6 7 8 9 01 11 1 12 1 13 1 14 15 16 SITE DATA TABLE STATE OF FLORIDA COUNTY OF ST. LUCIE OUTSIDE PORT ST. LUCIE CITY LIMITS ZONING: CG - COMMERCIAL GENERAL YARD SETBACKS (& LANDSCAPE BUFFERS): FRONT: 25' (15' BUFFER) SIDE: 10' (10' BUFFER) REAR: 20' (10' BUFFER) PARKING REQUIRED: 4.49 SPACES / 1000 SF GFA Based upon the 4th edition of the ITE parking Generation Manual 9100 SF / 1000 * 4.49 = 40.9 SPACES PARKING PROVIDED: 41 SPACES (INC. 2 H/C) BICYCLI= PARKING: 6 SPACES MINIMUM TOTAL SITE AREA: AREA BREAKDOWN ROOFTOP: APPROX. 0.21 ACRES ASPHALT: APPROX. 0.49 ACRES CONCRETE: APPROX. 0.15 ACRES PERVIOUS SURFACES: APPROX. 0.39 ACRES POND BOTTOMS: APPROX. 0.17 ACRES EXPECTED CONSTRUCTION SCHEDULE: BEGIN: 5/13/19 END: 8/13/19 0 A B 3 4 T ° POINT OF SERVICE' REQD., IRRIGATION CONNECTION AFTER RPZ (COORDINATE WITH IRRIGATION PLANS) �a d\ D Y� E LEGEND / / BENCHMARK CRF 0 CAPPED ROD FOUND CRS O CAPPED ROD SET R 0 VY.— RIGHT-OF-WAY m`t L — — PROPERTY LINE �OZ PROPERTY LINE (ADJACENT) — — EXIST. EASEMENT LINE m EXIST. OVERHEAD UTILITY AND UTILITY POLE mQ 5 6 7 8 REQD., RE -USE EXISTING WATER SERVICE CONNECTION (CONTRACTOR TO VERIFY SIZE) REQD., 1" POTABLE WATER METER AND RPZ (COORDINATE WITH LOCAL UTILITY) REQD., APPROX. 295 LF 1" PVC WATER SERVICE 180.42' e••w e••w s•w e'w a^w a••w e•w e'w e'•w e'w e••w e••w — —N89'48'50°E 91.21' ' BUILE *19E5 T•5•0.74' N81 _ sL \ z WI PP 2 GUY Pj— EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE ` W W ( ss ss EXIST. SANITARY SEWER LINE . TEL TEL EXIST. TELEPHONE LINE EXIST. FENCE LINE G EXIST. PIPE � PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER H PROPOSED 6" CONCRETE CURB ® EXIST. CONC. POWER POLE \ J z� EXIST. LIGHT POLE O r \ T EXIST. WATER METER \ mm EXIST. WATER VALVE \zz EXIST. FIRE HYDRANT O \ J EXIST. ASPHALT PAVING .j K M N EXIST. CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED ASPHALT OVERLAY PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) NOTE: DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. UTILITY NOTE: CONTRACTOR TO STUB OUT UTILITIES TO WITHIN T OF BUILDING. COORDINATE WITH PLUMBING PLANS FOR CONNECTION 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. 2 3 4 9 0 11 12 13 CONFLICT #1: TOP ELEV. 15" RCP: APPROX. 11,84 BOTTOM ELEV. 1" PVC: APPROX. 13.34 a..w a..w ---� e'•w e'w �a"w a•w — e� a^w — e�w a^w —� � �^w — e w — — — — — — & LANDSCAPE BUFFER h LOADI NC, ZONE, Iv 14 15 16 — — i — ° m —�_- ------ w Ln I o N M W �b N Q w o o � � zC�N U F d N Mt` N O M O N C�J o W o, 8O�w N GRAPHIC SCALE 20 0 20 q �_,..... • �� %� a II : � �I ¢I \'\� ! o .j cao•n a'sn"w sn � z' \ , -..._ �. \v�� 1� A �l r, n \.J' f" C T1 A l` 1-- Cl 67.20' 9 LnL m r o U ATV O D.._ � \ & \� \\X PROPOSED o = 0 \\\ \ o I �, L- LTI W B LDING > o I P4 V a. � CONFLICT #2: � F.F.E. 15.75' 91 \ \\\ \ N� ,�I i TOP ELEV. 4" PVC: APPROX. 12.75 0 0 \ TM o I© �...-� - - \ BOTTOM ELEV. 6 HDPE: APPROX. 14.45 REQD., 2-WAY CLEANOUT \\ m\9\ \ I� o REQD., CLEANOUT o o 67.17' ! \ vN__. w A ��� 1 8 6' I 18 —_] - - - P I DRAIN FIELD R� I O Z N89.48'49"E 130.00' PA KING EASE ENT o a 10'BUILDINGSETBAC 3; &LANDSCAPE BUFFS _ o�'. � i o a I - CRF 33.48' 36 — — T _ 777 SPACE.? r x §\ 101.48'? VAV \VA �130 00 D' \ REA., APPROX. 200 LF 4" SCH 40 PVC @ 1 ..0/0%/ MIN �> r ` pIo V L-29.19:R=1862.86 \ A=0 53 52 VA �� PROPOSED 26'ACCESS EASEMENT _.._..—.._..S89'48'50"W228.21' k •' V\ y REQD., SEPTIC TANKS AND ABSORPTION BED W/ 8 DRAINLINES (BY OTHERS) \\\ (REFERENCE APPLICATION NO. -> , SEPTIC PERMIT NO. \\\ (MINIMUM SEPARATION FROM POND AND PROPERTY LINE: 10' \` (UNOBSTRUCTED AREA REPRESENTED BY DASHED LINE: APPROX. 1430 S.F.) \\ NOTES TO CONTRACTOR UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER WATER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B PORT ST. LUCIE, FL 34984 (772) 807-4452 DSpriggs@cityofpsl.com FLORIDA POWER AND LIGHT NATE HOLZMACHER ELECTRICAL: (850)745-7022 Nate. Holzmacher@fpl.com 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN 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 EARTHWORK 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. 6 7 8 1 9 10 11 12 13 14 ( IN FEET ) 1 inch = 20 ft. 15 16 r- tn 10 Z 00 00 31� N dN Ow aCgP4o F—+ U o cK con on Wv�o � I' / /11 � L O V I� � o Q��s r. U D :�� N0. 61289 STATE OF F r z F 0 co � a 10 o Wr� ppF U AN C4 -4 li cn d' vi vi �O to fV M q "i b [ H 0 O M o_ W K L) con �-, 4-; O 07 L ' a C N' PROJECT NO: JADE 1611 DRAWN BY: PWM CIWD BY: PCJ SHEET NO: C4 GEOM. & UTILITY PLAN 13 1 14 15 16 1 2 3 4 1 5 1 6 7 8 9 1 10 1 11 12 aae r3, x 3Dq MITERED END gee s SECTION 12x18 ERCP _ 4 r r3 INVEFTT'9 35l 9 B - <66 1sr raa zr> e6 ra a{ a 2 30{46969 >6 va REQD., 19LF 12" HDPE @ 0.50%- ''°�•.. Xra$F x ii ii�rD _ - Qaa ro,-REQD., BROOKS BOX OUTFALL STRUCTURE_ _ 66 S6 qe - ss --xrq> _ ro x (SEE DETAIL SHEET CIO) s3 x,1j ls> �, -x�_- f! - xlte> 11 RIM ELEV = 14.50 a s rsq 6a rto_ s6----x,ra .. _ ,r6j XrreD rrsr as----x„'s a>6 r3s, aar '<sa xr, (SE)15" RCP INV (OUT): 10.40 xra1'6 REQD, ]-BOX (SEE DETAIL SHEET CIO) x x'=9 xr3 rz> (SW)12" HDPE INV (OUT): 10.40 RIM ELEV (MATCH PAVING) APPROX= 14.75 'ar6 \ r3 s®cra'a xrara x SUMP ELEV. 7.40 xr3 ras � x,a96 x REQD., 4 WIDE CONC. FLUME e9 xra xraq (W)15" RCP INV (IN): 10.40 xra6o sy x, as r. E 15" RCP INV (OUT): 10.40 � 9> x W/ 2 SY RIP RAP & FABRIC O ( ) REQD., 4 WIDE CONC. FLUME ra REQD., REMOVE EXIST. SIDEWALK Xras6 X"6a 3 x,2 xr3oa x'a 9 x x�29a W/ 3 SY RIP RAP & FABRIC a9 & INSTALL FDOT TYPE 1 CURB INLET aga 14.50 T.O.C. r3D9 a REQD, T WIDE SIDEWALK SCUPPER RE D. 136LF 15° RCP @ 0.00% la06 TOP OF BERM: 14.75 xra9 (INDEX N0. 425 020 xx��s x x,a>6 14_00 x,ae♦ 14.85 T.O.C. (SEE DETAIL SHEET C7) a9, Q x xra99 a-�, Xra9a THROAT ELEV = 12.50 x, x x ra, (S)18" RCP INV (OUT): 8.89` 3 Xra,� 1435 aaq ags „ ° xra> xra>e �,. --��b a•" x ., xr3 n e-" xwV " - ew 2 e'w -1w _ e•w a•v: REQD., 135LF 15 RCP @ 0.00 .- mw � e� e�w e" yw �"" a'" r '�'0 IN • �� r 13 13 x ® / x 14.90 T.O.C. a6 ra I6 RF 13 x , BUILDING SETBACK & NDSCAPE BUFFER 1440 14 14 -�- ry aq3 rga3WX _ --4 3 v. __ a 15.00 T.O.C. x, Xr 14 T:O C x „ - c . x -eL r-a xa xr2.� %x,. 'to .co, '., o ... _ : 13 x o. x -X,OSS MITERD SOECTIN x r P12x1ER a6,q 8C INV98' :.3 ' ,aq, raga laso x{� raS3 raga 61 X Xra96 X x{`'•9� {a9 D X,3D9 Xra8, x�30s xr,.e9 s, i v N 15.20 T.O.C. a, x r �14.50 _ . , __, 14.45 15.05 T.O.C. a 6 - -- REQD., 30" EAST JORDAN DOME GRATE INLET Y ' ° ' , 'r. , x. ; < 13 q - - x, x, ;;r s 141 REQD., 47LF 18 RCP @ 1.00 /o ' '� Z' x �^ oa ? a x, 14.55 ''' - _ (SEE DETAIL SHEET C10) Q ;, 5 qr v 14.55 T.O.C. 0 3r w -x < ° • - v \ RIM ELEV = 13.35 05 14.14-7 15.25 T.O. g ado • >, 9s _ _ x SUMP ELEV. 7.40 1 1 14.5 O <. 14.7 15" RC EX C°� "INLET (S 105) �.> � 5 � x, � s x•. xr ~ I � s (W) P NV (IN): 10.40 x i C,; 36, 14.30 T.O.C.a r, 15.35", X 3qo x ,, I D DBL E C (MODIFIED) X, b, ( O• 1 14 00 -_ -- -- p. r34 3r 3°% x ax RIM 12.37' 1380 T.O_C. 15.75 T.O.C. 15.75 T.O.C. 15.SO T.O.C. CONTROL STRUCTURE RIM:12.62' WEIR:11.10' INVERT: COULD NOT BE DETERMINED - \ j D / 3 : ].4t 5 x_aq, 14 85 15.25 15.25 15.00 - - - GRAPHIC SCALE \\ © _ - - - - - ig _ T _ �s 3 I TOP OF BERM: 14.75 20 0 20 13 _ 15-7= x 6y \ _ 20 T.O.C. QQ EX. CURB INLET (5-104) \\ i \ a a• _ __ __ I REQD, 2' DEEP SAND FILTER MEDIA IN FEET 14.70 15�60 T.O.C. a9 X b t X X 6s szx BOTTOM OF DRY RETENTION AREA RIM:14.07' D \ \115.104 X z ti 6a x x, x�3s I = - -_ o 14.70 T.O.C. 15.45 T.O,C. j o TI I - - /- s may, Q -/ m - xta. o I E \ ///� � r � ,�, \ `r - I � � 1420 I 14.95 �i i' REQD., REMOVE IXIST.SIDEWALK INLET & GRATE w I ss 13,35, N I Q �\ g 14.50 T.O.C. 15.50 T,O.C. 5 ( ) 1 inch = 20 ft. LEGEND N N N � >~ W y V 4 O A z °° 00 .C2 � T-•� ..0 cM� � N Q� M M p N ONP w o B ON o Cd a: N a, o 1:1, y U G N �N m 0 c�'-i N U Gi o�NU nI Ln b (� 00 O N L �� U V r � 1 V ~ U . a� 0 1� ,z� N0. 61289 i STATE OF /rv: v 14.00 5. �'.' n x,_ I c BENCHMARK ♦ S 0 R\ G CONVERT TO GUTTER INLET TYPE V d a ` r x - x x, x � xr `rt o ,♦♦� S, Et> p� (FDOT INDEX NO. 425-041) ,<<� \\ \ w r3 a ( g - REQD., 3 WIDE SIDEWALK SCUPPER 1 7 >e x o 3 a ♦ 0 p s2 q I o x CRF ♦,,10 . THROAT ELEV = 12.30 2 \r _ J I h,. o X - v1 CAPPED ROD FOUND a6 N \ n \ - - D ti , (SEE DETAIL SHEET C7) ,a9 ra> I c 0 (SE)24 EX. RCP INV (IN): 7.92 __ -'_ u \ _ o , _ ° \\ \ I I 1 N 18" RCP INV IN 8.42 ' ♦' �\ ' 1 \ -� D I - 6 i� o o @J \ I CRS Q CAPPED ROD SET O O: v v z_ I 9 �o P D� LU W 24" EX. RCP INV (OUT): 7.72 e x" _ T� c ( ) ( ) { x \� \ � = I 15,50 T_O.C. a , i � �3�' _ o � _- a ae� � I �O� RIGHT-OF-WAY X - x x x xii T T I -_ \ ° 3 a - r� i? r3 15.10 1 15.20 rag\ �'1'��� � lJ N - S a, p k REQD., REMOVE EXIST. SIDEWALK AND INLET TOP x \\ * \ \ s> \ W I q 9 - s� a 6 >9X ILDIN x - ,x v ..' PROPERTY LINE A6 I \ \\ r 3q�]4:' O .�J 0 6 r 9_ N CONVERT TO FDOT TYPE 1 CURB INLET \ O I 91100 SF r I PROPERTY LINE (ADJACENT) Z (INDEX NO. 425-020) -i = . ci O THROAT ELEV = 12.42 ?6 �X VA VA \ p a x . /4 F.F.E. 15.75' I _ _Ln „" xra 1 - - _ agr AA VA \ O q6. x 3s 14.75 T.O.C.° i 15.6 rej� Q ® x X,1_ Tess Ix _ - *-� /� TOP OF BERM: 14.75 EXIST. EASEMENT LINE ri a (NE)12 HDPE INV (IN): 10.31 e V 13 r RE D. CONNECT 6 HDPE TO o - Z < r' \ \ LU m x 14.25 H.P. REQD., ' x SE 18" IX. RCP INV IN 9.90 0 ra EXIST. OVERHEAD UTILITY AND UTILITY POLE ( ) ( ) \ VA, V 0 ' ROOF DRAIN DOWNSPOUT I CYo o ~ ° , ;,, PP NW 24" EX. RCP INV (OUT): 9.40 < 15.50 T.O.C. ( ) w GUY �y EXIST. GUY WIRE AND UTILITY POLE p w „ �% \•s \ o I 15.1 r �, X � SEE DETAIL SHEET C9 6D I ra - � PP ( ) ( T): b An G I I .6 o Z Xr \ ' , v\ \ 1 x X , r,. > �I ".j Sox '1aF_ _.�° s / U U U REQD., 4LF 15" RCP @ 0.000' 02 \, °\ \ Z6 I " 0a ?,3 . Lrtf „ „ I = / ' , W W EXIST. WATER LINE F v \��j ��� `VAo, N a o o REQD., 8 x6 WYE (TYP.) 0 15.25 I �/ \ \ x �, x_ . a - -SS-SS- EXIST. SANITARY SEWER LINE C REQD., 30" EAST JORDAN DOME GRATE INLET �, \� / TOP OF BERM: 14.75 " \ \ 14 65 T.O.C. + - a a \ ` TEL TEL EXIST. TELEPHONE LINE Q ry N (SEE DETAIL SHEET CIO) �� } p\\ \ 14 5 -�_ 1s a _ 14.s-- a3 ca a RIM ELEV = 12.85 \ Q ; x a6\' \\ 1. 4-00 14;60 T.O.C. _._ 14i5 L 1415 a6a va 14 s 9X xa 6 SUMP ELEV. 7.40 �� \\ �\ \\ o . oa14_�-10 6 IN- 2----------- EXIST. FENCE LINE \: 14T10 xz1378� REQD., 4' WIDE CONC. FLUME \ (NW)15" RCP INV (IN): 10.40 14.70 T.O.C. \ DRAIN FIELD 1a S � .. N � � ` EXIST. PIPE (� W/ 2 SY RIP RAP & FABRIC 1420 ',� - 141.O.C. ,� / > - - - - - - - - - - - (E)15" RCP INV (OUT): 10.40 V ti \ 10' BUILDING SETB CK 13.80 13.70 T.O.C. _ J PROPOSED SETBACK LINE r3e 1, \\ \ a- \ & LANDSCAPE BU F 1320 Q\ 1A5� \\ \� �-'~ 14 15T.0_C. 13 70 13 PROPOSED 24" CONCRETE CURB & GUTTER w �14.5- - , , . '� \iCN 14 13.65 i3 CRF H O OV - �- - - FD 5/8" IR/C PROPOSED 6" CONCRETE CURB H %QQ m 13_20 xraaa 3{, xr3�3 xl,? 12 95 xraeq LB8423 ®�P x .,X - 0.52' EAST �� x 3qq FLUSH MATC EXISTING l' EXIST. CONC. POWER POLE [� r SET 5/8' IR/CO x a EXIST. LIGHT POLE VA ,SET 5/8 14.00 a' - � az x x :`� �' X REQD., 8 x8 VVYE W/ C.0 R �\ VA 13.5 xr3q " x ra> 3 raa . Ar3ex-` u , X 3os `a6 EXIST. WATER METER VA xra as qr �• ��VVV EXIST. WATER VALVE VA° 3a REQD., 8"x8" WYE W/ C.O. INV. 13 75�, v r36� `" x „, CV G ' ' - ��_xr3 x79 _ . ' xr3as�r��'� rar6 EXIST. FIRE HYDRANT I� REQD. 3' WIDE CONCRETE VALLEY GUTTER (SECTION AA) \ REQD. CONC. RAMP SECTION @ 4.5% MAX EXIST. ASPHALT PAVING J FDOT INDEX NO. 520-001 \ \r\\\r� ? (SEE DETAIL SHEET C8) Cq xya axr3 x�39 a xra� xfqx �q ,_... -.. a ,3j9�3> �3>0 se 93 a > > -- a EXIST. CONCRETE 4- oZ�o a \\ REQD., 129 LF 8" HDPE @ 0.50% PROPOSED LIGHT DUTY ASPHALT 1--1 w ` ' rase VA K U � � � K \\ PROPOSED HEAVY DUTY ASPHALT (� PROPOSED ASPHALT OVERLAY M N Storm Event Rainfall Depth Control Elevation Parking Lot Pond Perminter Building- Finished Floor Elev Comments Min. Required Elev. NAVD 88 Proposed Elev. NAVD 88 Proposed HW Elev. NAVD 88 Proposed Min. Elev. NAVD 88 Min. Required El NAVD 88 Proposed Elev. NAVD 88 5 Year 5.0 inches 1 12.50 13.28 13.80 - - - 25 Year 10.0 Inches 12.50 - - 13.69 14.20 - - 100Year 12.0Inches 12.50 -1 - 1 14.82* 15.75 * W/ Zero Discharge -- 4 C PROPOSED LIGHT DUTY U CONCRETE (BROOM FINISH) O mow/ a ` PROPOSED HEAVY DUTY O 0 CONCRETE (BROOM FINISH) zA00 _ _ - -- _ -- 14 -- -_ EXIST. 1 FOOT CONTOUR -- 1,9 - EXIST. 5 FOOT CONTOUR x1460 EXIST. GRADE SPOT ELEVATION 16 PROPOSED 1 FOOT CONTOUR M 15 - PROPOSED 5 FOOT CONTOUR PROJECT NO: JADE 1611 13.50 T.O.C. FINISHED GRADE ELEVATION (TOP OF CURB) DRAWN BY: PWM 13.00 FINISHED GRADE ELEVATION CHKD BY: PCJ DRAINAGE DIRECTION SHEET NO: PROPOSED RIP RAP W/ FILTER BLANKET C5 NI GRADING PLAN 2 3 4 5 6 7 8 9 0 12 13 14 1 15 1 16 2 3 4 5 6 7 PROJECT NOTES SITE NOTES SEDIMENT CONTROL AND STORMWATER MANAGEMENT NOTES n 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. E3 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 TIMES. CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED 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. C 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 SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 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 D ADDITION OF THE "STANDARDS AND SPECIFICATIONS" OF THE CITY OF PORT SAINT 10. CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED OR IMPROPERLY LUCIE. 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 CITY OF PORT SAINT ENGINEER OR LOCAL AUTHORITY. THE DETENTION POND SHALL ALSO BE REGRADED TO LUCIE. 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. L 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 12. ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BY MANAGEMENT FOR PROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY 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 NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 14. CONTRACTOR IN RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE UTILITY 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 R SILT FENCE • CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT IMPROVEMENTS. • INSTALL SILT FENCE (SBA) 16. CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT HIS PHASE TWO C EXPENSE. • CONSTRUCT AND STABILIZE WATER QUALITY POND/SEDIMENT BASIN 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 w J K 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 19. CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT. PHASE FOUR 20. NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TO • GRADE SITE TO ROUGH GRADES 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 SEDIMENT BASIN TO PERMANENT FUNCTION BY REMOVING CAPTURED SEDIMENT GEOCONVERT ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO AND INSTALL PERMANENT VEGETATION IN DISTURBED AREAS. THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY THE CONTRACTOR, • PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT. 8 9 10 1 11 1 12 ACCESSIBLE PARKING, ACCESS RAMP, AND ACCESS AISLE DETAILS 10' H/C PARKING AND LOADING AREA SLOPE 1.5% PREFERRED - 2.0% MAXIMUM a IN ANY DIRECTION R 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 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 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 (MUTCD). 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 PERMITTEE SHALL PROVIDE AS -BUILT PLANS, ALONG WITH A RECORD 3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY AS 'S PROFESSIONAL ENGINEER - DRAWINGS REPORT BY PERMITTEEFORM 850-0 40 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 FDOT M 4. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD 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 DEPARTMENTS RIGHT-OF-WAY. DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA DEPARTMENT OF 8. ALL CONCRETE SHALL BE AN APPROVED FDOT MIX DESIGN OF 00 PSI. 3,0 TRANSPORTATION, STANDARD SPECIFICATIONS (DATED 2018) AND STANDARD PLANS (DATED 2018-2019). N 9. ALL MATERIALS INSTALLED WITHIN FDOT RIGHT-OF-WAY SHALL BE LIMITCD TO THOSE ON THE FOR DESIGN STANDARDS REVISIONS, CLICK ON "DESIGN STANDARDS" AT THE FOLLOWING WEB SITE: FDOTS QUALIFIED PRODUCTS LIST OR APPROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS http://www.dot.state.fl.us/rddesign/. AND DEVICES. 1 I 2 1 3 4 5 6 7 b NTS NOTES: 1. Dimensions ere to the cente,HpC of markings. 2. An Access Aisle is required rot each accessible space when angle parking is used. 3. Criteria for pavelneM in 11 ys only, not pubUc elbo wa/k rurB ramp locations. For tamp te[Mions refer to planpF 4, tint blue pavement markings fo match color IS]BD of Federal Standards 595a. 5. Mount FTP-22-06 sign below the FTP-21-06 sign white 6 White Sign No. FTP-21-06 And FTP-22-06 3E White C Equally Spa, Curb Ramp Sign No . FTP-21-06 Mtl FTP-22-06 5igrt No. FTP-2/-06 Mtl FI"P-22-06 13 I SIDEWALK III RAM 1:1G MAX. PAINTED YELLOW - 14 15 MAX. SLOPE PAINTED YELLOW ARE WTI ALE ESSIBREQUIED. STANDARD LNG SIGN. ASS ACCESSIBLE PARKING (a=6�AU SYMBOL PAINTED ON PAVEMENT. PAINT COLOR aE PER THE IT HANG 4 JURISDICTIISDICM ON. �BGLLARO WPLACCESSIBLE PAINT COLOR TO f PARKING 5GN ASEDUIRE9. THE AUTHORITY H. JURISDIOTON. NOTE. ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL CODES AND ADA REGULATONS. ACCESSIBLE PARKING DETAIL NTS tpl fW It, tN TYPICAL Sign No FTP-21-Off And FTP-22-06 Sign No FTP-21-Off Curb Ramp Curb Ramp Ann Erin 22-06 Sidewalk Sidewalk F 6•whlte �' 'V'ti 4 4 `7 9 � .. s �� 'd awhite � fTy.A1 1 .A RYP} FORWARD -IN PARKING REVERSE -IN PARKING FOR ACCESSIBLE MARKINGS - SEE MOVE 'DIMENSIONS' 40 "A' "R• '•C° 1 "D' 1 "P 5V 20-1" to-5r !7 9r 23-2' 17-10• PAVEMENT MARKING FOR PARKING b h 4.53 s.f. Use of pavement symbol la accessible parkln� spaces is optional, when used the symbo shah bi 3' or S high and white in color. UNIVERSAL SYMBOL OF ACCESSIBILITY D.C. AST n r I I..: REVISION ° JOY 2018-19 INOEK SMEE 17/01/77 F� STANDARD PLANS PAVEMENT MARKINGS711-OOI 13 of 14 SOUTH FLORIDA WATER MANAGEMENT DISTRICT CONSTRUCTION MONITORING SCHEDULE CONSTRUCTION ACTIVITY INSPECTION SCHEDULE/ RESPONSIBLE NOTES PARTY Construction Commencement Notice Once: Permit Holder Aker 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 overall 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 storm sewer and utilities Daily: Contractor Schedule Site Visit: Geotechnical Technician All excess cement and asphalt will be temporarily stored on site. Cement truck washout Concrete slab and asphalt paving Daily: Contractor will be deposited in a temporary washout structure (either 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 n y o 14 days after last construction activity. Refer to storm water retention basin installation above. bass in 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 Schedule Site Visit: Geotechnical Technician waste container, etc.). Before the silt fence is removed from the project area, accumulated sediment will be removed. Sift fence shall be disposed of appropriately. Erosion control blankets ha bales and straw wattles will remain on site to decompose. Y P 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 Schedule Site Visit: Geotechnical Technician any necessary vegetation (sodding or seeding and hydromulching). The 6" filter sand will be removed and replaced with 6" compostisand mixture and covered suitable vegetation. Daily: Contractor Contractor will 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 9 10 12 13 16 rn wo w y� p MI Ln V 00 r Ln b w 4a N Q ,-I Q T C) � N 0 OCq cd M�}tr 7 N N 0 ko(0,01 - °No V n� N 00 o N I-' c STANDARD 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 GALVANIZED METAL PIPE COLUMN Z_ p 6" DIAMETER CONCRETE ' FILLED STEEL PIPE o BOLLARD, PAINTED ~ I I YELLOW CONCRETE SURROUND AROUND PIPE COLUMN II I 1 0 11 i V 6" MINIMUM ACCESSIBLE PARKING SIGN DETAIL NTS 14 `1 - 16 I�) M 0_ goo 4mn 17N Cq N T--I oNF,wrq l Ow w(-4P;Ow v O 'O bA Q CnwaE V 1 V U O �:• Q� NO. 6128E 7,t :-a 0i STATE OF PROJECT NO: JADE 1611 DRAWN BY: PWM CHK'D BY: PCJ SHEET NO: C6 CIVIL CONST. NOTES A i C E F G 1 1 2 1 3 4 1 5 l GENERAL NOTES •u-1 s LEGEND 1. For definitions and descriptions as xress ronfectlan TMeyoMeS end xress anpll p whom loading Pam TlasslflcatNnf or highway segments, and far oths' dealing Inlornwtlm m access to Or Flare Pore me seine NlgMser srstem, .ern to TO" rind Chapter H-%. •seine n/r.y gl u3:9 at 1 , bulfe! AleaS conewilnn Pe rot, Mmlearmilve Proffer and rude Chapter la-9), •St&e Highway a °SVIXWrc All! L3 System axles bappemae CHssiiwOon System Me Standards - G V@RYR b. FA. Law Finadic V[' ' Boundary Una Z For Pons Index the term'tumouP Rowdies to that p>Man an areaways of side rinds - ` celolmi[g the dud rar ay. For this idea the term connection encompasses a FranM a 1.1am, fragemom sy aAmmany Width driveway o, side road and filer appumenM Islands, scmrstors, transit/on we.. w.Ill., hoes, Ire due, flares, dmbage pipes end Affiliate, nos .I, y mlpway M9le SldeWelks, curb tut ramps, slgelg, pvanem marking, readied slg0elia[lec career Champion mwgenewc a bark br pent, moans a inches to or from smdralw access _ W/W ec"Ith , The turned r Vments set forth In this IMee do Imt aria coin lee f Nit M p Fx. Line D setback !m react/on Region. [onXrwNon N waxenaxe re ulrMwn[s. ev eas;, a I g i s � Lv 5I i l iI N� v 911Wder LI 4 (� %� IiyF G 1±1 ¢I811�n1 III \ �, 4 el Iklll h' N Garolee Andbg 3. The location, el spxlno and chapel p] Inhabitants17. and madlan - i 3 ¢ f UQ"- e .11 { '_ - F ,11111¢n¢MIW811'IRI U Ids/de Radius sta ll be InM[W, mov with o Mn hall be do <M(wma[ae cult/ FOOT rule CM 149]. m 95 s peer 4man a seen D Dleaee between 4. On Dwwtmem comerumlm pri a ce all driveW.Ys tart shewm on the arm each be Etl9e Trxel Way 4 C D D COnswelw° rumaxa ear N Imir exlstiry Imption in [vemman[e to rnese slumlords, oq in F Flare We,.. fa pNmHs Issued during the wn#rxbon o,.Joe s. pave voys snarl have saU[lent larger wan sloe Fur all vehicular weue/rq, slacking, aremberiverin standing lone oa,*)A, ro be sellout oW completely bgo+d Me rfen Of way bee. Except far achicks stopping to ante the highway. the currency yeas and FN Corner neynxe (O A°geremxes am General bond 3 drives within the right a war Anal act used lode Far moving vehicles "brief ar IeAing me highway. Fpr Additional Information Refer Ruler 14%AW LadJ. R TI FINIF SKETCH ILLUSTRATING DEFINITIONS IL 6. CwrNKmd with eery sign re wee ago. mall be .w maxrw and.bxtw 0/ des Idea and that aF 11e lied intersecting design 1 I ,avxmm[g will be usw to selett wpropMate <onneNlpn w/drns, radn antl ill le, o . mefecra.'I CURBED ROADWAYS FLUSH SHOULDER ROADWAYS 2I400 Tridelflay 62,4000 TrImlo"y p ZRA)a Tnpwvy 601-1000 Tripe/"Ar0 ELEMENT DESCRIPTION I-w Trips/Day ar w }2o Trlm/Day r ar w 640 T"Pslbour 6H0o T IM/Hour dt 640 Trlpsing Efdoe Trlpp/Mwr h5 Trlpa/Harr ,s rdpwrNwr baler D J'+Y•r o Z.War D }W'q D 17 11". 20 Nrn. 21 Nrn. 11 Mra 2f Min. 21 M/n CONNECTION WIDTH W 11 MM. R W.. IF w Mae d 29 Mon. 38 a. A 3w' Map. 4 PLANE (Drop Curd F 10 Mln. 10 Mln WA NIA WA NIA 29 Min, Is Mln. 27 NIA 1r NIA RETDANS (Recall A 6 b MIA a SP she. 19 hied sD see. Xf aid. ]r Max. 50 NM, Is "aX, far 3{egerN Conmesl ANGIEW DRIVE If 6a-Pa 6PAP 60'-9T 6PAT ONISMINAL ISIAND PRY Wide 4422 Will. e-22 NN• 9-22 Wide (Tome Mullm) IZ Mln. Ml re roles. SLTBACR G to See 0merel Note No. s. Q Side mad amyserhn tleXgn, with ppsslae Auxiliary loans and chit IzWm. may he newssary. Imerm[tlm design. with possible auxiliary #odds and clmnlddllgiOR, shed be on marts For cmmacHms with more than meet Vlpsrears. ❑ 4-Way refers to had Ye mmwmvM mint A- 'par nmv°mem la., nor eaWclre Mt or rigor turn fares An the comellon. 4 When mare tom 2 INMe d the turnout rome[Tled are recourse, the W coal. which may be lumping to ralleve Interference bete en entering NN exiling ball[ worth mmvareely Affects traffic Flow. These cases repube camcorder she speinc study and design. A Smal small mar be loser in Nw a fires .s a,,-.d by line Department. DESIGN MOTE: 1�Wq ..'I. wNl be deti9xN ro Nfe6lrNy elichmm assemblies nwv -In. Intersection design, wnJert ro the eoMwal or Me CewrtmenL For connections wind Z'sel'.." fr ci[ haws then 400 via, Ind DapenmeM will eeternvne nr a Nn9 corn or radius Whom radius are returned op r, th eaxe aril" ulmove s r this mdaims. wawa radus returns sitar. the design retWre,reMm OF ring index end that a Me win ne uaetl to sae[C apimprlate [OrmMlin wletns,me,, low Inttopaxnigh desig, suelxt tp foe approves or [Ire Dmartment. For connections, raw are feeder to daily axnlnmpO. intnN muhr+mN aunt'- or single belt walkles exR in9 30' In Im9tn, mo uma with 50 mall aM1NI be ass,, uMega btnern/se [Nlea rar In the pldns of otlWx/se NlpulNetl q parMt Whom large workers of nwhi-mm, oeti[Ies will use the comxtion, the w°nertion width and raen site be rxreasea and wwnlary Idea, rapers, lalw nine; u1WXors welw isbMs c°nsfrunetl. As defermhad by the Re deg me r to be nN<agary far We scroll, movements Z Me C mearthe amum, or having a sposifiee meelan openrn9 whin her turn storage and served directly by the /pang shell have radial reurns. 9. Whine a cows trw Is igaMad to wi9n with ° mnnec[rb" xress the mearm, the through Imes shall align urging with the mrre edrn0 through lanes. 9. Far few confectioner and for ca udefi ns An ail new construction and moorsfructiom prhjets. ".m nml<rrms and tNgfessea shall or the re Ohmoeas applicable on df r that seta/Ind far Termed Abatlwq{/lord Turnwfr, w, that desrrinee W Rama 515-1• for connections with radial rat"m6 AM/°r cud a,y lards. Ia. The mewhadbrbty for Ind nest a ohm,ectrm Or alteration [0 an ..an mnne[U. shah be in Accordance with FORT Rate ChaptN is-". DESIGN NOTES 1. prior t0 the adapUm a Fbtl! RbMt CnaPels 14-96 and 14-91, rpmMions to the Stec HRANay System were defided and pe efix" by clews.. mealbom Avon hem reOHnM by Companion Rude cute la,m. and, the term Tease me nand apulled w NOT INTENDED FOR FULL INTERSECTION DESIGN highway pmOdnro a the Stine Highway speech As Whoed unde, kale ue]. ? SUMMARY OF GEOMETRIC REQUIREMENTS FOR DRIVEWAY TURNOUTS a I,mr Td DESCRIPTION; FY 2018-19 INDEX SHEET RE01117 q F TURNOUT'S ALND DRIVEWAYS B/01/17 yJ ice' STANDARD PLANS 000-SIS IOf7 IW) ERMnmes: I�09nv°way �W�°/°a�h sin s FAY the Driveway ) Alf IV Jolnts shall be constructed with yNwmN joint filler. -- (SO./ babeWidt1) I.O .1 Orlvsway i0 Be w mrvway PaeemeM '' 9pen JbiMe pla[ml' At fAtual (XI max./ lMGrvals /ef OrhVM'@Ya ovw ZD wltle. Joints in Culb mad Ruder to meth joints in driv¢wga. Cm Sr/a[[LH M Called far In TM Plans Or K (For [aerate PxAklem % OpM Jolgf aP 10 Ciro.; Jett ouMme, 514 9rheway Te G. Co. Every Sth JOIN SAM) Be W - Dirxteof By The Emlib r 'INSET R/ghir Ad Cannot For I" 1'" /lens 0, A when rmmbelh be side road Curb end putter sections, the no drop cure ' an Dlre[Lea By Tbe Crr9meer limits shone extend Beck ro [M sine road r"Nb minr. won or without curb and pained, m erheway should wmroxh an the toner radhu w m B'YourY LCexraelrwwm `p b OrNmgs (Of ,am) will be or A arefe. width An ro the rI,N of wq ^' D 9fNewq " link.v IS line J' None-nuawrt Identification a e flow drn°way type spxhlmany talked > P JOINT PATTERN WHEN CONCRETE DRIVE CONSTRUCTED Fur In the dams see shouts 3 and 4. I INSET li! PLAN C TURNOUT WITHOUT SIDEWALK Div. ft tar emldKlam'D Sam dpr)reway Witlth fW) 'Match Itinerating Definitions low general Nate Na 3 q Cano. Swk. fee She& 1 q Cap. Ark. FIAT. Pont ygHeS I� SMe Road N/W y 3 CYrh Tranb/elm From Full To Zero NelgN N End 01 MI Cwtr AM Cuter Cup ......A Ex<ee Game Jags ep ID Cots, Bxk Of Sidewat Every Sth JaN shal be IS ♦ CwC. Swk. Refer TO 4 D//rewq WINn M) 3 Nrn 5/dewak Where Cmrealrq exisnrg Curb Md Gutter. p Ik.--Curb Aamp fEXameeO"I PllHI MCrbLn hVer milky strip 10 or 6R S IT Jelnt a" Jalg / c c . Driveway Aar Sidewalk Warp Flan. Peg 11 Y Adat Index m Corc. u e g u e hit a ct. 522-001 Ik' ldg TANA Of slOswalk Y Mi.. Berard LJmIM a Sidewalk Curb A ,da- Sae Index 522-002. C ban. Bet Of Sidewalk In y q MIA . Absewe Of Sidem lk Curb Rhode. As Renewed O. For Cmnxtln9 To Existing Curb. e 6• cod. 77a, IRnNy ,Nd Sitleaalk Jag Side Abdul Edge Of hammers Exteeabn Une SVIp Lau yj lam }' 1' lFufwe Edge Of Pweieent Where Available In Then IO M Adaptor Fire year ttmsAortetlm PImA Y T -- T w q __ q B wt., Po/M dd preP Cyra Nlewad Within These Limps Except As BegWrtN VNI<9 (1'o Suit D/rtxrce Far Sidewalk CUIb Ramps Shown On IWex 52"02. A Orion Curb (whin Varied) aetween CMnefrms-0) m Curb Mltlth Vxles) a., Na t9u Tad a Came Clwarce ICI. fir- PLAN B PLAN A sae donator Mae ore, 3. TURNOUT WITH SIDEWALK AND TURNOUT WITH SIDEWALK AND UTILITY STRIP (10' OR GREATER) UTILITY STRIP (LESS THAN 101 SPECIAL NOTES FOR CURBED ROADWAYS - FLARED TURNOUTS DESIGN NOTES FOR CURBED ROADWAY - FLARED TURNOUTS t 1. Driveways; Infrared As, a IpNms we those with spaces Ihet cm cause tl ce PP p ell code S MalMmarl['e e/ enwM sAall <#end iN[ fa rM rl M °T wit ar I be Y 1. Oro curb, connate slemvelks (6' thick) ma tlrlvewe s /a Mick) m par p Y m I Y n or., representative standard aged hoer curl werna • far re re p rq y Speriri[eion SKiiens 520 and 52I. The driveway foundation slwll min! the Balk a sidewak, wN[hev¢r tll#cote is le5z ➢ 9 P im s, wheeA a read reOuiremegs of Suhartlae 522-1. slow or o se these With xt slopes that [an [muse dirlWhams Who are I<dvin0 the roadway to slaw or se to the extent that ball[ demand vefumes will bit Im 6. The maineename and amrelhn M NpMaY /IpMIiN, traffic signals, asMWa(w par owed 2 Far Rumba of drop curb antl sldewek curb ramps refer to'Ad a..A 520-001 amlemme, and Draw, comsawy tlwlces small he the responsibility of a W MI< mad 522402 mspectivelK .'¢lacy. as'Marbeeefir Apelmrld/u' are those slopes that can rase swithorption warnam drag nor reprexmrana standard pxsenger veMNea aedel mrlY Ipaw werhways rag For roneaNms When him erhew'a Is hexed on the low We of run su rMevated ruadwa s. w exo curb and gums,, the edstiw ]. AN mvemeM an Me Rate and y Y m Y 3. Where tynwts areli toy h gagraptlan . chgs be Junco land herhM the flat highway iun lip m im,highways.Ineah ed? Is, the omrelan or the Rate and tatter shall be the and extMm eltax ro the nIA ldradm, rime t. h#bar are hse who s mat pn pain w I. the en[mf Cher no Fmwlmng semen Is ides than r Iwa: cod. repo mglmer mar be mamefee q rid Department. mnewers mad[xw x roeferar apld m r mo� t he )a- ae mn a herb ronmu[tae in ae<waen[e wren hW<s New 1 and :. x<w a<we5md #a Mare vehicles i eemodarte owe mN rm xrRuder na. k ✓cone buses and rxrptlmal veMdes opxglm Meer B. All, antl ap In#alee far the the se0gi trucks hopedpabodago,dd alm burn as repmese".an J and suxd .o meet the •Summer) G/ mr hors and s!m #pad nor the wnfeRlog shah be the raspansl011ky a the eerma sown end sumralevaNm <hnd/elder a. Fw turnouts with ladles Fatima see emrylremdM we 1, entT an a .. } R For TwmmuY, , t Name, M'FNan m/ml[tae. shom<tHr waamaMs y, eie Me Beall dl 'Llmlts Or Clpnnp 6 2. The #aMyd flared 011 de des wet dad Dees, shoulder h l the d aleofthe is OF C witdesign en . -Ada vehnewicles m when Such Yehl[les gee tleslpn vehMles, pa each Uubbirg. StwlNzwlM Mad Bare N IgxsettlMs'. 9. All law appendcpO swiff tme low 0. bect ea surfaces crossing42 driveways with a tears grope shown to ends Is, uMNCsoon " h ve n flees tndes ro be 0.01 sMll be OA2 Nmlmum drWawgs Sae/ have site spxwb ilea desi9m a [Nmory Ill designs. ctto bre A. When With, flare type drlvemlya sbal be mn.Mrwerend, the type aided be des/prated In 3 the p1.. using the Assigned apha-numwlc desh9natim, CURBED ROADWAY -FLARED TURNOUTS 5 LAST o OE%flIPTfON: FY 107B•79 INDEX SHEET 11101117 R �� TURNOUTS AND DRIVEWAYS R/O7/17 � �� -' STANDAAD PLANS .�'w 000-575 2 Of 7 K L� -*a- -9 V N R ui � DE PEVtSfON ^ 11101117 1 NOTES. 1. Far vossw.Ik Argon, .x[' ad Much a the edJxem Welcome, net Ao mint me. Irdth I.. than a far imersxDm cyclamates And 10 for nleexk [rasawaIks. Mexur" width from end Inelde a the banavxee ordeswalk markings. Z wade lea spatial Emphasis crushable is wt m dAwcu/y to the lam laws, make the longitudinal mNknps parallel ro the /add Ifms. 3. Extent double yellow c< limes 109 back from IMerse#Ion an All apW ox"es w W For unmarked cross lards. 4. RNN to Index 532,002 when Curb Ramps are Yemen. or STANDARD MARKINGS - .�s . W 6n" Nax Lam Ifm --_ t Low It. 29" F-W - ------ %W } Ir while Gry% nw r "a"IVM1/le i t�-W hmr ore - - W - Law Ime INTERSECTION DETAILS - SPECIAL EMPHASIS CROSSWALK DETAILS W�, FY 2078-19 INDEX SNEer FFOCK STANDARD PLANS PAVEMENT MAR%HNGS 71I-007 70 of 14 2 % 5 6 7 1 8 1 9 1 10 1 12 WOMEN 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 � ��}}- m 4n I I A 1" BATTER 1wR -� 3000 PSI FIBER MESH CONCRETE (1-1/2 LBS. FIBER MESH PER CU. YD.) }" DOWEL BARS, 8" LONG, g' 3' 0-C., TO BE PLACED COMPACTED SUBGRADE IMMEDIATELY AFTER FINISHING CONCRETE PAVING NOTE: 1. MONOLITH WALK AND CURB REQUIRED AT ALL LOCATIONS PAVIN 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. NOTE: 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL MONOLIT 2. TRAVERSE JOINTS TO BE HIC CURB AND SIDEWALK FORMED IN CONCRETE INTEGRAL CURB DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER NTS 3. CONTRACTION JOINTS TO BE PLACED AT 1 O' INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 51Y INTERVALS. 4. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) EXPANSION 6" CONCRETE CURB CURB OR CURB JOINT MATERIAL BROOM FINISH AND GUTTER (OR APPROVED EQUAL) SEE PLAN FOR WIDTH NTS SLOPE 1:60 OR AS INDICATED ;- }( X-*=pX X 4" a 4" 300 PSI CONCRETE PAVEMENT ------� \ \ LFNHE�D GRADE �/ / LESSPREMOULDED EXPANSION J /\> E SHOWN) JOINT FILLER CONFORMING L J 6"x 6" WWF TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) COMPACTED SUBGRADE 6% 6" WELDED WIRE FABRIC �E NOTE: TO BE USED WHERE ADJACENT TO CURB OR CURB AND GUTTER VARIES jE MAY USE FIBER MESH CONCRETE AS ACCEPTABLE CONCRETE SIDEWALK ALTERNATIVE (1-1/2 LBS. FIBER MESH PER CU. YD.) NTS CONCRETE WALK SECTION TOOLED OR SAWCUT GREY FLEXIBLE SELF -LEVELING JOINT TYPICAL CONCRETE WALK DETAILS FILLER (DOW 890SL, CRAFCO ROADSAVER SILICONE OR APPROVED EQUAL) NTS D P D A> A 13 1 14 6' SOLID SODS 5" 15 BACKFILL TO 95% COMPACTION BASE OO.URSE. SUBBASE COURSE 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 10' 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 01751 OR D1752 (OR APPROVED EQUAL) 6" CONCRETE HEADER CURB e A o P P P 6" DIA STD. STL PIPE BOLLARD(S) t, ° P P - (PAINTED)SET IN 4000 PSI CONCRETE, MIN. 12" X 36" DEEP. FILL PIPE PREMOULDED EXPANSION SOLID WITH CONCRETE FLUSH W/TOP CONTRACTION JOINT EXPANSION JOINT JOINT FILLER CONFORMING o TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) a 1" RADIUS 0 EDGE 1' -0" DIA 1/2" EXPANSION JOINT 1 -6w CONCRETE FTG w A se is, w w�T w� Al me A r. exa so. r i A t in wT A 11 e T• IW NTS EXPANSION JOINT PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) EXPANSION JOINT L 9 CONCRETE SIDEWALK 5'-0" CONTRACTION JOINT 40'-0" PLAN TYPICAL SIDEWALK JOINT DETAILS Rowway Shoulder, Turnout Taper Or Tureen asee fart Lane (GrearoX WItlMA See swetbns Definitions G-Gled. Moll OAmd ANOe Inflamed rn Grades %) Maximum G,:0s Transition (See replaced! Lmarnsk commercial AS 1496- ITansitbn Not amlHm flesi0nnfle1=28%L- A>149E Stragnf Om pomadedTranslUpn RequPed FLUSH SHOULDER ROADWAY - TURNOUT PROFILES Mae.. Grades LKimy strip M CAmnemlel=U%, Resldettlal-2tem Wrap cure rare We. 1 anwwk c, y L I-- Definitions G-blade(%) NaYlmum Gratles / A-Na gehe D+frerwa In Grades 1%) Q CommerriaNlO% / L-Tlemphilm (se, Te n"Arm le,gthsL Resitlentiah24% JJJ A s la% -Transition Na AxryaMed A > 14%- Straight 0, needed Traumata, Rwulree CURBED ROADWAY - TURNOUT PROFILES p WIRn monarch, Or ,eronseucnrg easah9 rpmmercidl t.t cmMNlons per new construction and remnabuRrw r "xro the nwinx n IG% arm p of -..W" Wen may he oncmded epactis ems arcage adveho, roadwa g g ne aNrpos. Ties siren be wwwM by MerrillDm9n Eriwr and supported by demounted site specific frndlnaw 6 1 a s IAt'T � DESCRIPTION: PEVIRON y 17101117 6 7 NTS Pmmew, Orle, Exiglo, 0, Ammommol oil. Eaton, Or proposed Delve r- Existing Or GSI propose mace A RECOMMENDED TURNOUT PROFILE TRANSITION LENGTHS (I) (FT.) STORMWATER RUNOFF AND PROFILE OPTION NOTES 1, rulings mall nenMr large weer ro /Is, m w wross the roetlway paenwN. nor cause watw mere, ar wsldn wN w. the Slate fight a wq. On all £lush Shwhee, Readwey turnouts the trmmrtren fU.,waram the rwawq shall be Maw r crowned m direct ew"xeer tenon t0 the roadside oak& Wets. Flumes or other appropriate r W contra devices seal he constructed whim mneff alone. re saFruem be pose rosrw a Ice sh°uMer. similar rums matra convicted shag, he constructed As handsaw, to properly direct and contra the atwmr.ear mwrf M Curbed Rhatlwar turmes. 2. The Option I Ovalle re inteMw for locations where roadway, lamas taper and Auxiliary Iwo searaxger rueff volumes are miatively Jana. The Gel. 2 prarle is iwardee for hentims where rmaf values are Mgrvely even and/r where note is m 1ptlXde ditch. TURNOUT PROFILES FY FDOTT 1018-79 TURNOUTS AND DRIVEWAYS STANDARD PLA115 IN c , w bs ' ° ar - -- �; 1 /81, MIN. (�.I COMPACTED SUBGRADE (1) #4 CONT.J 6,. TYPICAL STEEL BOLLARD DETAIL LENGTHS IL) (FT.) CHESTS SAGS A STRAIGHT DWmbh, MIA. ROUNDED Desirable Minimum STRAIGHT DeslreM@ Migmiw AWARDED Desirable MiaMm 6-23% 3 0 5 0 3 0 5 0 14M 3 D 10 0 3 0 !0 0 15% 3 25 10 3 5 3 ZD 5 16% 5 3 la 4 6 4 10 6 IT% 6 33 10 5 N 5 /0 T 1616 6 4 10 6 9 6 10 B I9% 7 4-g 10 ] D ] 12 9 Z09k B 5 O a 12 a /3 Ia 219 9 5.5 12 9 13 BS 14 17 22% 10 6 13 10 14 9 16 12 23% 10 6S 14 IDS 14 95 16 1Z,5 N% 11 7 IS 11 15 10 17 13 25% i2 7.5 IS 11.5 16 tOS /6 13.5 P6% 12 B 16 12 it 11 1B 14 27% 13 a5 IJ 12S 17 11.5 19 I" 2N% 14 9 17 13 is 12 20 15 29% NA NA 22 14 NA NA 21 D 30-31% NA NA W IS NA NA 22 1N V-33% MA NA 24 16 NA NA 23 XI 34-36% NA NA W IT NA NA 25 21 37-38% NA NA 27 1B NA NA 26 22 39d1% MA NA 29 19 NA NA 26 24 ALF 9 NA NA SO 20 NA NA 19 23 99-96% NA NA 31 21 NA NA 31 26 4P-4616 NA NA 33 I2 MA NA 32 D 49-51% NA MA 3q 23 NA NA 34 28 SZ-59% NA NA 36 I4 NA NA 35 3O 555 NA NA 37 25 NA NA 36 31 Rounded: Elthw crlcidw, parabollr, by spline m gum. The plans or the Eugiomer may stability a particular type of mrVeture. Destraes Desirable minimum lengths (Greater lengths than minimum and Minimum: Absolute minimum fingths der able are recommended where pm[Uca far fluter an0 smmtler praney 61 Sl-p (Saar Flugh Shoulde MO." -Threat Profile, Into coiT J1G CSG, _ 6 0.0 0 4, =GD` 1 4oN o.� 6, M01 G vO p2 q-0g '0.03 C DOq G04, 4� O.pq Af 4 roLb Rpa O`umo4 "DO> adc B Dyy a', §N" Dq, q. b/d O� of" ROADWAY PAVEMENT SLOPES AND SLOPES OF ABUTTING FLUSH SHOULDER ROADWAY TURNOUT SURFACES fGa) SUPERELEVATION SECTIONS INDEX SHEEI 000-515 7 of 7 NTS 38" 9518" IM _U TYPICAL BIKE RACK DETAIL (OR CITY APPROVED EQUAL) (OR APPROVED EQUAL) NTS STEEL PLATE, DIAMOND PLATE. 6" SIDEWALK ANCHOR PLATE TO SIDEWALK CURB (TYP)---1 SIDEWALK SCUPPER DETAIL NTS ALL GRADING AND PAVING SHALL CONFORM WITH GEOTECH REPORT PROVIDED BY 'UNIVERSAL ENGINEERING SCIENCES' DATED DECEMBER 24, 201 S. I U) � N O K1 In C W Errd11 M TO O TO n L� C i° 011 ClCU V) os O0 a) '` N M y r N �I O m a" N V r�O/� N y^1 ON N wONw � C7 %•' OD N �l 8" LIMEROCK, COQUINA OR CRUSHED CONCRETE - BASE MATERIAL ((MIN%. 100 MR. 98MODIFIED PROCTOR) F - GEOTEXTILE SEPARATION FABRIC (MIRAR 500X) W STABILIZED SUBBASE COURSE W - 8 INCH MINIMUM - MIN 4) MR W (98% MODIFIED PROCTOR) Q STANDARD DUTY ASPHALT DETAIL a 0SCALE: NOT TO SCALE I- 2" ASPHALT NEARING SURFACE J TYPE S-1 SP-125) Q ORS OR -1II 9.5 = D" 8" LIMEROCK, COQUINA OR CRUSHED CONCRETE Q - MATERIAL [B[ASE 9MBR MODIFIED -PROCTOR) _ FABRIC (MRAM SOUR) STABILIZED SUBBASE COURSE 12 INCH MINIMUM - MIN 40 MR 98% MODIFIED PROCTOR) HEAVY DUTY ASPHALT DETAIL SCALE: NOT TO SCALE REINFORCING AS h RECOMMENDED Z BY GEOTECHNICAL W '° ... p°a - a - CONSULTANT - A W - T_^ -, 7" CONCRETE PAVEMENT Q ' - • = - (4,000 PSI COMPRESSIVE TRENGTH) W H - STABILIZED SUBBASE COURSE W 12 INCH MINIMUM - MIN 40 MR 98% MODIFIED PROCTOR) ) U 0 HEAVY DUTY CONCRETE DETAIL V SCALE: NOT TO SCALE REFER TO GEOTECH REPORT FOR DETAILS ON ALL CONCRETE CONSTRUCTION AND EXPANSION JOINTS 13 14 15 16 t` V7 A z 00 M_ ON o� oN Ny n--I Y--I X era�yN/ '�I B P. N FG'1 V f3•I [-i U N/1 04y is, W � C go Yy U C) A. GO s0 9 � UVVJJ U g 'd lo D ^Uas I� '��„Q/ N0. 61289 F�1 El MO S .0 STATE OF F on z I O y A A G AOn O\ tT Os � T EV e� Ey Ni TFLT^���r M mr V' h No,Cn VJ b V2 EV t'r) a Vl \C) r tin f1 Feed! O O M a� W �� oz W au �el weewoo wwwoo Feabowl rO L z M PROJECT NO: JADE 1611 DRAWN BY: PWM MID BY: pCJ SHEET NO: N C7 CIVIL CONST. DETAILS (1) z s I 5 A B E F G H J K GENERAL NOTES. and A I CulA Ramer LUaldted wlthlA Cur61NNums (See lbnMVlewj tostNl ell otther oonmer, With T tNokrou ss Show, uMess othemise detelled In the Pima. Oxk Of sleawelk Variations 1 1. InclYde tletectable warNnys m sidewalk curb ramps In attwdanre With Index 521-0@. See IMex 522-002 Fiat Joints 3. For TURNOUTS ace fMex 000-515. t 9 Dmtl breaker material cm be airy ha -"In coaled or sheet awask m or preformed materiel A (slgMl Pole Or Controller Base. Exj hwing a thickness a not less then 6 Mls rot more than W. f? AfUtility Pole, Ex.) 5, CmsDV[t sidewalks with bogy Beam through Me limits of my face mourned Pedestrimralrn, A d A A p p / p Raihn, w Pipe Waderall shown n the plans (See RMLIMG DEfNO A / ' 6. When mmways or e&vew•ws me newly c.,=led, reconstructed or sperea, construct the cross _ :� / r \ slopes for nozswaIV and dlsrmnlnuous z/dewalks as follaws �'- F driveway Orlvney (Full Return Shown) * Max. 002 cras's slope far rwpways or arwoody cmer0lleu by •51UP Sign or 9IEjV alga. B NM 045 crass slope far rupdways or drlrewaYa carerhled by traffic signal. A A a I P( Curb Or Curb ABM Gutter PLAN A D C B C B C 0 C B A - --SIDEWALK WITH UTILITY STRIP 9Y! 9I9�9�S �AIJ�B�9S, W b LPGEND: b x /-Curb -1 T Thick Sidewalk Rigid Structure: P AG As It Turnouts Of Curb Ramps I P Tack Sidewalk OPEN JOINTS <,_j Utility Strip I" Max. IN Nu, See IMex 522-002 Far Joints 3D NM. 5D Mu d r ow.. A fsigrwl Pale 01 Comroller B. Ex.) 16 b A (UHII[y pale, Ex.) A D D D D D E D D D D A A 4 A A y a � A A _yl'._, A S SI__ =i 5'�.5 �+^�SI^ 9 S W' � T I l A flttVrn CURD b b G A DivewaY Or Side Road Curb 01 Curb And Gutter A d IT Inertia Motors Shasso Rigid Stsucture; P Min. For TurnMes Or Curb Ramps PLAN SIDEWALK WITHOUT UTILITY STRIP SAWED JOINTS LONGITUDINAL SECTION Reffing-OM, L5-06351 -0Index 515 LEGEND: Clear Width A IS Expansion Joints (Pr warmed Jwpt Fjown-I (S or V sch., P Nln) 0-W Dummy Jalnts, Tested U[IIItY 5tr p Sidewalk Sidewalk 042 Max. p C-W Formetl open Jolms Varies Varies IS M(n.) xles 6 NInJ s-f D- %a' Saw Cs Joints, 1W Deep (within 96 hours! Max. S Cmtas 002 Max 0A2 Nw - P E- %s• Saw Cut J.1.1a, IW Deep (wnh/n 12 hours) Max. W Centers r-�- Tc; 'Iy. JOMNs) Mounted Led When Length Exceeds 30' r SldMdlk _ elves Based ae Mal/Mp USM i F-W ExpanNan Joint When Run of Sldegalk Exceeds Off. )mermeei&e the Enngr e.:' `arlm far D. the pens or at !a[auons as directed q = SECTION A -A -SECTION B-B RAILING DETAIL = G- Cold Jolla With Bond Bleaker. Tooled a SIDEWALK JOINTS a GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS lA6T REVISION a DESCRIPTION: N FY 2018-19 IMDEX SHEET 8/01/17v __g.�'�,�� STANDARD PLANS CONCRETE SIDEWALK 522-OOI ] of 2 GENERAL NOTES 1. Cross Slakes and Grades: A. Sidewdlk, ramp, an0 IaMing 510p¢5 (i.e. 0.02, 0.05, and l r12) gnaw, In this Index ere max/mums. As"A approval areEngineer, provide the minimum feisl6M slope where the requirements raw at be met. slope Braids W. Loadings at hone cross -slopes less than as equal to 0.02 In any direction. (lalms harde t") C. Install ramp slopes along a single I/dear p/ase fi.s. no warps cr varyI N slope). Ramp slopes are net required to exceed 15 is& /n length. D. Joints permitted & the location of Slope Breaks. Otherwise locate Joints In dicordarrce / �$, With Index 522-001, No Jades are permitted within the ramp portion of the Curb Ramp. n JUN. Mot parMMed In Ramp 2. Grace Breaks: Grade breaks al the to and bectM of ramps must be parallel to each other and perpeCurb an N the tllm&lon of the ramp slope. 3. CWb, Curb and Gutter andfar Sidewalk: �p 1- A. Refer to Index 522-00I for concrete tMckness and sidewalk detalls. / a. Remove any exlsti? curb or curb and gutter to the nearest Joint beyond the curb •...... • transition or to the extent that cub remain/ section of curb or curb andtruer is less than S feet loop. Remove any existiM idewalk to the nearest taint beyond the \ Yat. tl,5•a.4a transition slope or to the extent that M remaining martian of sidewalk is less than yr „ TW 5 feat /acid. \a•it�•-L: i.•• Detectable stamrn, I. Curb Ramp N_�_ ISMldeMificatian; A In tMcurbBPlansr "d eMNitatioM (e.g. CM-AJ Wit provided for Ter¢r¢h[e [•rod purses e B. Alpha-Memlfl[atlms CR-f and CRJ are lmeatheally omitted. w 5. Dete&ab/e Warninoa: A Install delectable Warolays in a[Cordaxe with Specific&ibn 527. B. Plxe detectable warnings across the full Width 0 the ramp or landing, to a Mnlmum depth of 2 feet measured perpeodlwlar to the curb like and M grander than 5 feet from the back or the curb or pope of pwelnem, C. U dNKtdble Wherein are 5hOwn in the Plans on slopes greeter than 5%, align the ,%s truncated dmMi, with tax [entarlina of ten ramp/ otherfese, the truncated domes are rut required to be allgnee, 6. Detectable Warnings - Acce�ance Criteria; A. Color ant texture shall be complete p ate and uniform. B. 90% of Individual truncated tlomes shall be in accordxrce with the Amer/tans with CURB RAMP NOMENCLATURE Dlsabllllike AR Standard, far Transpwtielan Facilities, Section 705. C. There shall be wo more than 4 nbAcompliam domes in any ore, square fool. D. Non-compllent donors shall not he adjacent to other nor, -compliant tlames, E. Surfaces Shelf not deviate more than DIV from a true plats. I e OAST REv1sJON DESCRIPTION: ,-n FY 2018.19 INDEx vJ6Er 11101/17 DaW F =y STANDARD PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 527002 ] of B pen e�l. •Z-0 Oxecta Warnings OPTION A OPTION A \R 21 Del-t ble Werairge Y-P Daerlewe War.11 9s g\\\S A d g7 g�rf ISOMETRIC VIM ISOMETRIC VIEW 5yaay` ` f Sol D~Ale Mathews Z-V Dwxx1wb1w WarMrys OPTION N OPTION B ✓JA/ ISOMETRIC VIEW ISOMETRIC VIEW p6y,'-go- At- I�NoISidewalk >yy B Sidewalk � Slds t curb OA�2 'S a O.Np S-P (MIN slaew.N E ^ sidewalk Curb Sidewalk Curb Y� YI RgewWt Curb / 9$.(MInJ d (Hl 4$ (cola landlrg Ramp Ramp O (NJnJ pane PLAN VIEW PLAN VIEW PLAN VIEW CR-D CR-E CR-F CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G uT $ DkscamdM AEVISION R , FY 2018-19 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS INDEX SHEET UIOII17 STANDARD PLANS 522-002 4 of 8 6 7 A 10 6 C B C S A S 9 fleslble Pavt to Grated Turro 2 Detectable ireL, Warning Surface+� I A B C B C A C B C R A B C 0 C A Yf-J 4 S S S 9 9 9 9 A 9 9 9 9$" Mg d PaH. l b 2 b � \ Borger j i D/Irerw \\ % Side Rase / n ShmldK Line OPEN JOINTS--________r ______----------- E dge Of Trwe Way 3V Max. O D D 0 D E D PLAN S 8.I s I s I s I s 1 s 1 flexible Put CONTINUOUS SIDEWALK 4 LEGENO: -� to Tvrrput 1 PTNCk Sidewalk T DetestableNONax. NO Ike M. 30 Max. 30 Max. V _L, Warnis, Surfxe % 3D Max. 30' i ax. 3v 6 ax. ya• - _ _ - A� D D D D ETD- D F D D A D D E D D A Se 4FNERN. RDlE K -'yL?J_S 9 9 1 S S S I. S SA S L-- 5 j�W-IFS III$' C Rigid Paul. I �o" b / OHvewaT \ i Side Road Shoulder Une / t - ------------ SAWEDJOINTS- Ed" Of Trwe Way LONGITUDINAL SECTION PLAN LEGEND: DISCONTINUOUS SIDEWALK A-W Expansion Mary (Preformed JMM Filter) B- W Dummy Jalnts, Towed C- W Formed D Sidewalk pen Jades v s ANM.1 D- JW Saw Cut JWMS, IW Deep (within AG hoursl Nax. S Centers OA2 Max. E- V Saw CM Joints, IW Deep (within 12 hours) Max. 30 Centersit lOMgs/ shupdrad When Length Exceeds W ryem F-W Expmslon Joint When Run of Sidewalk Extends im.. Imermedla[e g locations when called far fn the plans ar at ]IXasther as directed by lro Engineer' SECTION C-C a SIDEWALK JOINTS CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS Lasr DEsONPTION: Rkv+sloki m � p�j� FY 2018-19 FD� CONCRETE SIDEWALK IxDEz sOeET DIOI117 ice- " STANDARD PLANS 522-001 2 of 2 �aM �f O µam 3� oaf $ S-0' Oses[MIe WxMp9s 2-0' cere&aae WKNngs of ISOMETRIC VIEW ISOMETRIC VIEW Al AlY I •- 1 bN Me tid I1 0 hY Ie1. miles - Gros or In Strip Pwementl (Gnu or vammem) L � T-0' 4d T-P T-P 4-0' 11 PLAN VIEW PLAN VIEW CR-A CR-8 P For Type F Curb P For Type E Curb (ripe F Curb SbawM 11'V Pw Gutter Line Cl CJ Section (See Section C1'1 T-P (Stol) W-0• (Nicol aft Raw. Park Ramp Yarlu Lxres ��� Shows 0.02 0`.01 i ax. i Ramp F SECTION A -A P ' SIDEWALK CURB RAMPS CR-A AND CR-B UISI DES[NPTIOM REV15117 ]I/01/17 N � FD N 2 D PLANS �� STANDARD PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS f"`max SHEET 522-002 2 0f 8 9r Si / / Ay 0. LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS (See CR-F, CRIG 4 CR-K Res act wely Far Oatectable Warnln9 oweltaJOpHans) A\\q l\\b 9 (y y\a 9jA 2-V Om tawe Worming. I-P De[etteble Waminws OPTION A OPTION B _--- - - --DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS CURB RAMPS WITHOUT SIDEWALKS AND FUJgH SHOULDER SIDEWALKS fAST � DES[MPTt AEYlS10M 61 g,a., FY 2018-19 IMDEX SHEET 11/Ov17 FD STANDARD PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 6 of 8 12 13 M. ZD SOLID SOD N BACKFILL TO 95% COMPACTION 14 24" 18" -2" R 3/4", R- NOTE: I I 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 O' 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) 15 ASPHALT PAVING FDOT TYPE 'IF" CONCRETE CURB AND GUTTER FY 2018-19 FDOT DESIGN STANDARDS, INDEX NO. 520-001 NTS 16 N N VVJJ 1-0 v t; WM LMn . o o6v �o6& p ova Ln IV V N 'ddd Q w� UI w o VCA O � Ld �I No Cq � _a6 ','i,l M C', U O ^ �+� Pin ( PPy N 00 0 N �l t- es B End oI curb End Of Curb �w hto N Edge Of Pan. Epge DI Pwt. Eege M Past. Etlpe Of Pay[. PLAN PLAN PLAN PLAN 3 3 3 3 Tap Of Curb SI• 'g �i••7��' ( Top OI Curb I- T`�S-•j Tap Of Con, 7 TI� Top oI Car Luffer Gutter Gutter PROFILE PROFILE PROFILE PROFILE FLARED END STRAIGHT END FLARED END STRAIGHT END CURB TYPE A CURB AND GUTTER TYPES E & F 2W Min. 3W Nax. Moth / Depth of Sawcs CURB AND GUTTER ENDINGS Min. Of M/m-- /-/-L'/<GGGIf-GG11Jl L �L GLL1111 S Nax. into Sea10 Patin. q SHOULDER GUTTER TYPE E carcr&e 31Y Nax. �� cepfn 0/ S.C.Surfxe On LeW Side M PavenreM [0 6a[tez Pavement Mi. i % Be R- gbwe Yp o/ Butter. $uflac¢ GGL<ll« -r-S Max. On Hlgn Curb TO Be PIuso With LIP an Jy. P Min. Curb Or Curb G 6uHef. � W Exp. Jd/y Md SMpa Vafie3 111��^•"' Preformed Jarnt fular ❑ TYPE F ❑ Applies to both Man and low sides a pwemem. low side shown. SaweRs should De shoutedwkNn vagey gutty eat within curb and gutter eMlrps. CONTRACTION JOINT IN CURB AND GUTTER A Flexlb L EXPANSION JOINT BETWEEN GUTTER celan of Sancti Deem or Sawcur AND CONCRETE PAVEMENT // IS' Dept, orsawrut %u sat- Nin. // 3W Mi..ln 3W M. / / . cG GG GL _T A APPGes to both high what law bides of pausewt, Jew side scow, i Applies to slaulder gutter only Where AJlolning traffic taros. TYPE A CURB AND GUTTER AND TYPE A CURB TYPE B TYPED ADJACENT TO FLEXIBLE PAVEMENT CONTRACTION JOINT IN CURB GENERAL NOTES P Mi,. Sr pea B-0I. Fa utter ant curb & thatter pmvnle %• - W Cantra&Jan !alms at to W Or W Hides concern ft (coax! Contraction ma lolnti adjacent to concrete pavenent r caught. h P Min., T-{ -gyp y S and tw curves Ke to ,witch the er Xed c Joints, with IMowslowejo Jalnts not ll l 3 Hax. 1 I Up exrate IV centers. Curb, Section n S [cob th patter expans/w joints Snell T N/M G1] ' ae IIXBtetl M xCOrpan[¢ WIM $eC[lel $M of fM1[ SfalWafd SpKNI(x)m5. 3 Naz.-C � I �? b� `LL IJ 61 6 II II 2 Eats M Curbs Types N ant O shell Dens/t/m from full to zero heights In 3. Peru Olatimwl I � P Min., R-,2 WI Bars, IP nl) 4- 9" me.. Chat Or LTWa Per Guard) RVDbeO CONCRETE BUMPER GUARD _ ASPHALTIC CONCRETE CURB /A,ST � DFSCRfPT1ON; flkv+s/oN isFDC)w FY 2018-19 INDEX SHEET 17/01/17 STANDARD PLANS CURB AND GUTTER 520-001 2 of 2 Ed ad Curb AM Guaar cmmtr tart. 2O A Or As Shown Oa Plans V R P 1.3• IC /J•�� Same Scope M W R g• T Adlacdn P.h�. I A 0. R�ae - Jdre Sol �� Valley GLttet Curb AM Gutter W Exp. Joint Md PUN P TWPWbw Joint Filter �~ Concrete penchant Far details deplanm usage adjxem �� p P to fla"Aw. pwemem, and Shear 2 ^ § 6 I TYPE A o' M0 ¢ ¢ 'P W �c b 111, sou i g(R r JaM seal b ^ b 3P a SECTION AA he f-'�--z-° TYPE F b 1P I'-} CPx. Part. Scope Ta �W EVR Jain[ AW e ti�p FitDrlve.w I Prararnad Joint Filler e• If a N inh TYPE B ^lk� � W At w p C , Jot& Seal S-p• Nate: To ber PAN far as defeat Curt T p, SECTION BB DROP CURB 'b b stehdatd Shoulder Use b 9 P r-IP p-z Earth Berm 1• P 2 shoulder Pea met Car). Pwt. ♦P L �W Exp. Ja1M MO Preformed JGM F(!IK A TYPE D b n M pX' w 9.6• ^ b Mate: For YS¢ hadjecoEX"UM to hat. m f or flexible pavellleM, eo joint U SHOULDER GUTTER spawn Exyanaim curbs ad acres Jove suer ana !Sant seal are B` requlretl between cures ana mnnete pevmmM only se< Shiest 2 3-0• SECTION CC Track Apran surtare spec/fe,e /n The Plains �-I x CONCRETE CURB VALLEY GUTTER �_ 2' ClmMating ,e A, RoadWaY Pavement w When used m high Side a roadways, the Crass slope of the gutter shall tj I WR wR, match the cross slope of the adjacent IV ... ff. The thickness a the lip 0\\ to shall be V. Unless otherwise she"an plans. %J It la Rase Mire section so that putter cross scope matches sew a adjacent 2-y. 3 hr(uMt/ny roadway pe•eme t. TRAFFIC BEANNG 49C710M FOR ME IN For use adJMes to coat'&a ar flexible pavement Far details deplctia, WUNDABOI? CENTRAL lSIAMD CONSTRIILTIDN usage adlecent to flexible proem "t, swe She& F. Expansion Jul&, pretarded TYPk RA Jam filler and JOIN saw are required between curb & gu[ber eat Concrete R Pavement only, see Sheet 2. CONCRETE CURB AND GUTTER LAST 00DESCOIPTfOM REVISION N ,g.�� FY 2GIB-IfI INDEX SHEET n/mI17 � - STANDARD PLANS CURB AND GUTTER 520-001 I ]of 2 ? 3 4 5 6 1 7 1 8 9 0 11 12 1 13 14 M A z �Cd Oaf Pq tn P. qA O g a:ca:4 F-4 U 1- Fowl Iwaaaaaaa U' ,,��\tllllt/I tea. N0. 612E p STATE 0 , AN ,,,,SO1AALL Ij F �yy CFmp��3 z 0 y 5L-• J�• City m FF a •--1 ON '-1 M r--I M •--1 A M v Wi V1 N Vl [.17j •-1 cV H1 V Q'I H 0 0 IA� 1� 0 F9 a, W 4 Z O W con 0 Faaaawl rC r�/ 1 z ILTL PROJECT NO: JAD: DRAWNBY: Pwh CFIKD BY: PCJ SHEET 7 N C8 CIVIL CUT DETAILS ,6 A B c D E r G J K M N RECOMMENDED MAXIMUM PIPE SIZES Inlet Inside Width Pipe Size 2'-r1" Or 8-3• 2C #-0" Or 3'-fa' 30" Note: Recommended sizes are for concrete pipe. Sizes for other types of pipe must be verified for fit in accordance with [Wax 425-001. For larger pipe see bottom detail above and Index 425-010. n 4 A C-1-P 6 o Precast H7 2 3 4 5 h 8 SLOPE PAVED HEADWALL PIPE SIZE SLOPE A g CU. YD. (EACH) 12" 4:1 4'-2" 5'-01, -0.4 B GENERAL NOTES 1. THE FILL SHALL BE PLACED AND FINISHED AND ALL SHORING REMOVED BEFORE ANY CONCRETE SHALL BE PLACED ON SLOPES. 2. QUANTITIES SHOWN INCLUDES THREE (3) COMPLETE HEADWALLS, UNLESS NOTED OTHERWISE. CONCRETE TOP 1 3. WHERE 6:1 FRONT SLOPES ARE REQUIRED, THEY SHALL BE ADJUSTED AS NEEDED TO FIT. #4 BARS AT 9" 4. 8 INCHES THICK END WALL SHALL BE PERPENDICULAR TO FLOW LINE, WARP AND DRESS ADJACENT FILL TO FIT SKEWED CONDITIONS. EDGES OF PAVING PLACED UPON SLOPE SHALL BE PARALLEL TO SLOPE LINE. 2" CL 5. DETAILS AND QUANTITIES SHOWN ON THIS DRAWING APPLIES TO REINFORCED CONCRETE AND CORRUGATED METAL PIPES. 6. SLOPE PAVED WITHOUT GRATE SHALL BE CLASS 1, HEADWALL WITH GRATE SHALL BE CLASS 2. 7. PIPES LARGER THAN 30 INCHES IN DIAMETER SHALL HAVE A CLASS 2 END TREATMENT WIDEN TERMINATED WITHIN THE CLEAR ZONE. 8. ADDITIONAL 4 INCH THICK TOEWALL 12 INCHES DEEP WILL BE REQUIRED ON 30' AND 45' SKEW HEADWALLS. SEE DIMENSION "D" ON PLAN VIEW. 9. A MINIMUM OF 12 INCHES COVER IS TO BE PLACED OVER EACH PIPE THAT IS 48 INCHES DIAMETER OR LESS, AND 24 INCHES OF COVER IS TO BE PLACED OVER EACH CULVERT THAT IS GREATER THAN 48 INCHES IN DIAMETER. 10. ADJACENT PIPES SHALL HAVE A CLEAR SPACING BETWEEN PIPES OF AT LEAST ONE HALF THE PIPE DIAMETER. REMOVE HATCHED PORTION OF PIPE. CONCRETE PIPE SHALL BE BEVELED GROI BY SAWING AFTER SLOPE PAVING HAS BEEN PLACED AND SUFFICIENTLY CURED. SOME HAND FINISHING MAY BE NECESSARY. METAL PIPE SHALL BE SHOP CUT WWF 6" X 6" W2.9 X W2.9 MIN. AND REPAIRED. (FIELD CUT) 4" SLOPE PAVING _ 2"JXW2.9 _ _5 WWF 6" X 6" - W�(FIELD CUT TO w o b, I CONSTRUCTION JOINT (OPTIONAL) Of WWF 6" X 6" 4" CL. W2.9 X W2.9 MIN. (FIELD CUT) =MPIPE LIVLJ v1Lvv - t.V1Vl.i'tLl C rirF- - B" SIDE VIEW SLOPE PAVED HEADWALL DETAIL N TS RIPRAP AS 12" BERMED RIPRAP NON -WOVEN GEOTEXTILE FILTER BLANKET �S , �CONCREEHEDERCURB -SEPB I-E1v�H VpREs a 4" SEE PLAN A BASE COURSE •.•H •' • • • T COUCONCRETE, 3000 PSI, TYPE II .. - 4 6x6 W1.4 x W1.4 B WELDED WIRE FABRIC 1" PVC PIPE FOR TEMPORARY STORMWATER ADRAINAGE DURING CONSTRUCTION �. .. 1" PVC PIPE FOR TEMPORARY STORMWATER SECTION A -A DRAINAGE DURING CONSTRUCTION SECTION B-B L4- CONCRETE FLUME DETAIL N TS 9 #-0" Or Z-1l" Or 4'-3" 0.0. c-1-P Z-1P 4'-0' C-1-P GENERAL NOTES Bar %wxl 'x5" -P 5' S" 5' .3' Lis Protest 3'-la' Or w 3-3" Or precast 1. This inlet is suitable for village swaies, ditches, or other areas subject to heavy wheel 3'-3" F 3'-10' (5 Required) �� -. Q Inlet loads, minimum debris. This inlet may be placed in areas subject to occasional pedestrian traffic such as landscaped areas and pavement areas where pedestrians can walk around OPTIONAL BAR SPACING the inlet. This inlet is not for use in a bicycle way. 2. When alternate "G" grate is specified in plans, the grate is to be hat dip galvanized alter E #-.! 0.0. fabrication. .5, 15 ` '-0' Or ff 0 (Unless Otherwise ` (Unless Lo Index Shown In Plans) N Otherwise Refer To m Shown In 425-051 For weld aPlans) Retails And Sections NOTE: Alt. 8 Structure Bottom Only. See Index 425-070 for 11WARWAMl��J\7������I1 rILTALVII17a7�Ta��7Jl7J ��7J\�J\�J♦��7�7iTa\J ►�a[l�\/���T��j7J►��3 " 7JI1 owl I uiv re/ #4 BARS AT 9" O.C. TOP OF CURB 6x6 W1.4 x W1.4 WELDED WIRE FABRIC $s 3. All reinforcing is Grade 60 bars with 2' min. cover uMess otherwise noted. See Index rf Inlet 425-001 for equivalent area of welded wire fabric. Cut or bend bars out of way of pipe to clear pipe IY/'. 4. All exposed edges and Corners shall be'Yf chamfer or tooted to y" radius. to>ba" (7 Equal Spaces 5. All dimensions are for both precast and cast -in -place inlets unless otherwise rated. B Bars Ig") 6. For supplementary details see Index 425-001. structure bottom details and note reinforcemenL Intermediate Bare Main Bar (For Pipes 30' DIV. And Larger) 7. into to be paid for under the contract unit price for !Mats (Garet Type V), EA INLET WITH STRUCTURE BOTTOM TWO REQUIRED PER INLET HORIZONTAL WALL REINFORCING 5" Steel Grate: Main Bars 5"xY" SCHEDULE /TABLE 1) Intermediate Bars 1 iyxW ReticuHne Bars 1171'Ae Q Inlet , In/et Elevation As \ITN Shown On Plans N Steel Grete, See Detail a w-3- C-1-P 6 Z. Co. 1 �" #-3° Precast 1 c H I y m C-1-P C-I-P� IF Gap W Gap Wes' DEPTH SCHEDULE AREA (inx7£td MAX. SPACING BANS WWF a - S Al2 020 11 8" 5`- 9 A6 O.SO 6" 5" 9 - 17 A4 0.20 q" 3' 9 - IS 65.5 0.24 SVr" S' ` ` //J' °? #4 Bars °j o. Eyebolt II h 10 Ctrs. 5s" t,sd Ip� ,III U T See Index ^ p � Q �1s" � � =- 1-Extra #4 Bar 4"x4" 2 - - - a' g" Z-T 1" C-l-P 3'-3• Precast Center Box 425-001 A f� Below Grate Seat W4xW4 WWF Sta./Offset et Location " w e E m Hartz. Wall Bela Lo4 (Sea Table 1) Horiz, Wall Retaf #4 Bars Hartz. Wall Reinf. N a E N c ` (See Table 1) 12" Clrs. @ #4 Bars (See Table 1) I 1 Y $ J a V c' #4 Bars Q 17 Ctrs. ® 12" Ctrs. II ¢ bl11 Precast o ii ry ,6 y 3 -l- 31 Cl III 6- I 3- Cl.A ` °i / Mm. 7-Extra #4 Ber #4 Bars ® 12' Ctrs. II Ih" Cl�� Each SI a Md1 (a' Slab) Or BCtrs. °o Above Pipe , 3' (b" Slabl m lb h �Ope- f U ll i r 6 N -� � 6° or 8' y C-I-P 8' Z-1l" B" m q #4 Bars @ R" Ctrs. 94 Bars ® 12" Ctrs. (S' 51 b) Precast 1 C 3_3' 6" v Or II" Ctrs. (6' Slabl a u i PLAN 6 y� (Pipe Opening Nat Shown) or SECTION BB (CAST -IN -PLACE INLET SHOWN WITHOUT (CAST -IN -PLACE INLET SHOWN (pipe Opening, ShoNn) (Pipe Opening Not Shown) GRATE; PRECAST INLET SIMILAR) PRECAST INLET SIMILAR) SECTION AA SECTION AA (CAST -IN -PLACE INLET) (PRECAST INLET] LAST ao DESCRIPTIOM: FY 2D1B-19 REVISION H INDEX SHEET 11101117 FG STANDARD PLANS GUTTER INLET TYPE V 1425-041 1 Of 2 ,1 11 i) USE BRICK TO RAISE MANHOLE CASTING TO GRADE A k"� TO SET GRADE OF CASTING SLOPE OF FINISHED GRADE. - STORM SEWER MANHOLE RING AND COVER WALLS SHALL BE 6" THICK, PRECAST OR REINFORCED CONCRETE W/ #4 BARS AT 9" O.C. POURED -IN -PLACE -� SEE PLAN Z JUNCTION BOX DETAILS N.T.S. N07£ INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYE$. REDUCERS, 46°BENDS AND BELL BELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN. SOIL -TIGHT (ST) FITTINGS ARE ALSO AVAILABLE FINISHED GRADE exxoen we NYLOPLAST CLFANGUT END CAP ADJUST GRADE PER ENGINEERS PLAN 14 4'-0" i5 16 C� M �M - A STORM SEWER MANHOLE MY 00 RING AND COVER on on aJ M v A� � "T v A 06 b .b-yy V'1 cq 2 O N^�NN iYi h+4 o B O b� n� M� 4N [--4 U o 00 o�QU t� 1.4 b 1 1�N Cq �� W 00 F I . I~ c � U •1 SEE PLAN T^ ITl a E con IJ••1 '-' O U N Qx�s CONCRETE BOTTOM W/ #4 BARS AT 9" O.C.-......-- DOWNSPOUT ADAPTER INSERTED IN RISER PIPE INJECTION MOLDED •' ,j WT 45" BEND INJECTION MOLDED WT UAS OETED go'BEND 1 CONNECTION • ' HOPE PIPE (GYP) •' ulmAsmtvuwwa rn oavor as �'r. oE9ewvryM er MYppry cHFD MA LL 80@ aBADI •/4b RO -. rM.mWBWNviw 1Re CUMINWY HWIBD,MM,,,,,, Trl¢ ollawm HUNaex BUILDING FACE O'g It Inlet Type 2 Symmetrical About f( ry Inlet Type 4 Symmetrical About f 01 6 Oe i B�o�6 \A 6 4�00\0, A 6 r`- / \\ StaJOffset Location & / Sta./0ffset Location #6 Bars A` 2 Dia. Cover Z Dla. Cover •"q _ _ #6 tsars See Slab Reinforcing P°'e w \\ �I7 ¢ Inlet See Slab Reinforcing 9�\\ /�li Inlet Detail This Sheet Detail This Sheet / b" u "1 ' fA _ ' #6 Bar Top, B / / fJ , 47 Bars Bottum S" B Con rete �JJI"' s E Concrete---111"' #6 Bars See Sections AA t_ '4 T For Spacing SupportcPost Support Post Back Of Curb 9-0, race Of Curb #6 Bars 9' I •A L& F B Concrete Support Post A p � INLETS TYPES 1 AND 3 PLAN (INLET TYPE 2 SYMMETRICAL ABOUT Q) PLAN (INLET TYPE 4 SYMMETRICAL ABOUT Q) A To Be Paid Limits Of !Met Construction To Be Paid To Be Paid Limits Of Inlet Construction To Be Paitl 06 Bars ® 9- Far As [, & G. For As C. & G. for As C. & G. Far As C. & G. A• #6 Bar To 1F, L. Of Gtrtter }. a toL Of Gutter tc 6 G #6 Bars #7 Bars Bottom J- See Sections AA For Spacing 16Fb I 4T� 7 m o T1 6I 3'4 Ja-0' 3-0" 3_0` 3' #6Bars- Gutter Gutter 06 Bars Trans. Trams. Trans. Trans. Back Of Curb _ SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT Q) SECTION BB (INLET TYPE 4 SYMMETRICAL ABOUT QI INLETS TYPES I AND 2 INLETS TYPES 3 AND 4 Face Of Curb #6 Bars @ 9" I A S' B Concrete Support Post T INLETS TYPES 2 AND 4 z w-0. l.-0 - SLAB REINFORCING GENERAL NOTES o 1. The finished grade and slope of the intet tops are to 5" B Cotrcret¢ E m ^ I conform with the finished cross slope and grade of the Support Post - - =. See Nate or 5" B Concrete 1''(;1; I proposed sidewalk and/or border. No. Support Post �f'j" - Apron r7ypJ 2. When Inlets are to be constructed on a curve, refer to the plans to determine the radius and, where 3'-6' Dia. 6" 6• Concrete I 1 necessary, modify the Inlet details accordingly. Bend 6° ff-p• Dial. g. 9' 6" 7W 103 #6 Top Bars 6" Concrete steel when necessary. DIMENSIONAL SECTION 1-1B+W 7" 3$"#6 Bottom Bars DIMENSIONAL SECTION 3. Al! steel in inlet top shays have 1$" minimum cover21 i6° For 3B unless otherwise shown. inlet to s shell be either #6 Bars Unless ➢ Structure Bottom #6 Bars Unless cast -in -place or Otherwise Shown #7 Bottom Bars 3.3• A precast concrete. Otherwise Shown /8$' For Boot 61 S y--¢..1...9� 3 #6 Bars Structure Bottom #6 Bars ®9' Ctrs. �' 9' 6" 7W 7W 3 9' 4. For precast units the rear warl and apron may be #6 Bars 9' Ctrs, p p piece from the to slab. #6 Bars ®9" Ctrs. CB 9" Ctrs. ® .x'I recast as a im orate #6 Oars ®9" Ctrs. 1 I _ m1 p #6 Bars - I "� 2' Provide a minimum of 7 - #4 dowels in d[CO,'daM6 #6 Bars I I T with Index d25-001 "OPTIONAL CONSTRUCTION JOINTS°. #4 Bars #7 Bars #4 Bars ti L ® 8" Ctrs. rj' #7 Bars I ° 1 3'-6' Oia ®B" Ctrs. 5. For supplemental details see Index 425-001. Both WAYS Both Ways G-0" Rid. #4 Bars #4 Bars t¢ B• Ctrs. I ® Ctrs 6. Only round concrete support post will be acceptable. 4' ® or Ctrs, a. 6• V-6" 7. These inlets are designed for use with standard curb 4 7-B" 4• P-5" and gutter Types E and Type r. Locate infer outside DIMENSION tSt REINFORCING HALF SECTION of pedestrian crosswalks. REINFORCING SECTION REINFORCING SECTION TYPES A 6r E CURB (HALF SECTION AA) 3'-6" DIA, STRUCTURE BOTTOM (SECTION AA) 4'-0" DIA, STRUCTURE BOTTOM (SECTION AA) (TYPE E GUTTER SHOWN) B. For structure bottoms see Index 425-010, 9. Inset to be paid for under the contract unit price for TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4 LAST O2 DESCRIPTION: inlets (curb)frype_I Each. REVISION FY 2018-19 INDEX SHEET 11102117 F..�"'`•'v STANDARD PLANS CURB IINLET TOPS TYPES 1, 2, 3 AND 4 425-020 1 of I E G q Z z O F Sm v v I1 O W a a o a a Q Vtr1 �tt QF N r+i N a vi Cq vi to a .�-� .o .W7 (V cri W Ii OL l4 0 N U Cot O M v,� W �-+ x C) o W �� J-- O L O vl 11 M Z PROJECT NO: JADE 1611 DRAWN BY: PWM CHKD BY: PCJ SHEET NO: N C9 CIVIL CONST. DETAILS (3) 11 i2 3 4 5 10 2 4 5 6 7 AI BI CI CI HIM REQD., MANHOLE RING & COVER TYPE III (FDOT INDEX NO. 201) ELEV. 14.50 READ., 1 EA. 3" DIA. SCH 40 PVC ELBOW INV. 12.85 f 2'-0" FINISHED GROUND J REQD., 36" NYLOPLAST "DRAIN BASIN' RIM ELEV IREAD., GROUT RISER TO BASE GROOVE SLAB TOP SECTION APPROX. 9" 36" PRE -CAST CONCRETE BASE ^�D _ LF 15" RCP @ 0.25% READ., 18" RCP INV. 10.40 72" DIA 7 REQD., GROUT RISER TO BASE J READ., 36" DIAM. NYLOPLAST "DRAIN BASIN" RISER In = A zM MI (1,2) INTEGRATED DUCTILE IRON FRAME 8 GRATEISOIJD COVER TO MATCH BASIN O.D. LF 12" HDP t 9 C 12 3 4 5 9 m N 6 I I- READ., ENSURE WATER TIGHT SEAL BETWEEN RISER/HDPE AND PRE -CAST STRUCTURE W/ NON -SHRINK HYDRAULIC CEMENT ENTIRE CONNECTION TO BE ENCAPSULATED W/ GROUT TO FORM SMOOTH INVERT REQD., 12" HDPE INV. 10.40 PROFILE VIEW "BROOKS BOX" DETAIL NTS NYLOPLAST 36" DRAIN BASIN: 2836AG _ K 2.25 FT MIN. MANUFACTURING REQUIREMENT FROM TOP OF GRATE TO TOP OF PIPE. (HEIGHT INCLUDES REDUCING (3) VARIABLE INVERT HEIGHTS CONE HEIGHT PLUS 12' FOR AVAILABLE (ACCORDING TO MANUFACTURING PURPOSES) PLANSITAKE OFF) — Ir MIN WIDTH GUIDELINE r MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, d OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110.111 FOR NON TRAFFIC INSTALLATION. 3r X 30' CONE STYLE REDUCER THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING 3 BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED d COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. I , k 1 4 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET $ OUTLET ADAPTERS AVAILABLE: (12" MIN. BASED ON 4-3V FOR CORRUGATED HDPE (ADS NAZIRII VCOR DUAL WALL, MANUFACTURING REQ.) ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR35), 6' MIN PVC DWV (EX: SCH 40), PVC CBODICB06, CORRUGATED 3 RIBBED PVC GRATEOPTIONS LOADRATING PART# DRAWING# PEDESTRIAN MEETS t+20 3099CGP 7001.110-220 STANDARD MEETS K20 3MCGS 7001.110.221 SOLID COVER NFEETS 41.20 3099CGC 7D01-110.222 DOME NIA 30MGD 7001-110-223 1-GRAMWSHALL OVIER ALLBEOUCTLE 2 - FRAMES SHALL BE ERASTRONPEA ID►M/�38GRADE7a5pQ5 BE T IRON M GRADE 7t}b0n THIS PRINT DISCLOSES SUB,IELTMATTERINWHICH DRAWN BY NYH MATERIAL 313OVEROMAVE 3 - AR N CUSTOMLFAM D AC ED ACCORDING TO PLAN DETAILS. RYLOFLABT NAB PROPRETMY RIGHTS. TIE RECEPT BUF4R ID, CA3WO RISERS RISERS EEDEDBASIN BODIES O NEEDED FOR BASIN BODIES SNER 84' OUE TO SHIPPING OR POSSESSION OF THIS PRINT DOES NUT CONFER DATE 14MA PHN RESTRICTIONS. RESTRICTIONS. TIONS. TRANSFER OR LILFJ4,9E THE USE OF THE OE1$K,N OR rqyl.% 1 FAX PM OU 2BB 4- DRAINAGE CONNECTION STUMJOINT TIGHTNESS *KLCONFORM TO TECHNEk INFORMATKINSHOWN HEREIN APPDBY NMH PRMECTNOJRAIE "wnaylopkilts"M ASTM 03212 FOR CORRUGATED IDPE (ADS N•121HANOOR DUAL WALL), REPRODUCTION OF THIS PRINT OR AW NF(X1 IMN TIT E N-12HP,&PYCSEIIFR CONTAINED HEREIN, OR MANUFACTURE OFMA' DATE lSl+lb 5 -ADAPTERS CAN BE MOUNTED ON ANT ANGLE 0" TO W. TO DEO3UB4E MINIMUM ARTICLE HEAFFROM, FORTHE OISCLOSLNIE TO OTHERS 7pDRNNBA91NQIlICKBPECNifALU1TNINDETNL ANGLE BErAEENADAPTERS SEE DRAWING No. 7OD1-11DU12. N FORINDIDEN, EXCEPT By SPECIFIC, wRmEIWMill PERMISSION FROM NYLOPLAST. NYMAFr SEE A SCALE 1 SHEET 10F1 DTI}aNO. 7881-014648 ICY A REQD., ENSURE WATER TIGHT SEAL BETWEEN RISER/HDPE AND PRE -CAST STRUCTURE W/ NON -SHRINK HYDRAULIC CEMENT ENTIRE CONNECTION TO BE ENCAPSULATED W/ GROUT TO FORM SMOOTH INVERT REQD., 36" DIAM. NYLOPLAST "DRAIN BASIN" RISER (t IIIIIIIIII nn� W► N�;ij 1205 FRAME &COVER �� uI1 RISERS HINGED WNS1E Heavy duty Machined bearing surfaces Options: - F Solid or vented covers Custom logo covers Grates F_ Gasket seal covers 1 21311` 4" frame available — 1205Z1---- = 9" frame available — 1936 Adjusting risers 0 0 0 I Hinged unit LU 1— d I I I R E I (Ows `�C»'3 Catalog Base. Flange Frame C1�D/+�. �(V��[OV) ! Number Diameter Height o ¢ a NEE I �C// 1205Z1 351/2 ' * 1205 35 1/2 / Type M Flat Grate Type 02 Beehive Note: All dimensions are in inches. Approx. 200 sq. in. Approx. 185 sq. in. open area "DUMP open area NO WASTEI" lettering PRECAST REINFORCED 30" EAST JORDAN GRATE W/FRAME, CONCRETE BOX PRODUCT NO. 120545 W/CONCRETE COLLAR TOP 30" EAST JORDAN GRATE ASSEMBLY, RIM EL. SEE PLAN—:, LID AND FRAME MUST BE SUPPORTED BY CAST -IN -PLACE CIRCULAR REINFORCED CONCRETE COLLAR _ 1VVIN-vvUvtlV ULU I to I ILL FAtiH G WRAPPED PIPE JOINT DETAIL NTS 1 0 w D uJ 6" MIN. 6" SAND FILTER MEDIA INSTALLED � DURING PHASE 2 CONSTRUCTION ¢ _ REMOVED AND REPLACED IN PHASE 7 POND BOTTOM 4 0 WASHED COARSE SAND (PHASE 7 CONSTRUCTION) + + + + + + +++ + + + + + + + + + + FILTER FABRIC+ + + + + + + + +\\/\\/\� + + + + + + + + + +I //\\j/\////\ / SEE PLAN II + + + + + + +' + + y� \/ \//\\ I SEE GRADING PLAN FOR ELEVATION \ \ \ + + + + + + + + + + „VA//V/VA// FOR SIZE�� EXISTING SUBGRADE J `/'/`/ T SUMP REINFORCED CONCRETE DRAIN BASIN DETAILS NTS - 6" MIN. 16 t` �kn goo y M to U 4 kn M M kn Cd p 00� v ooq ; N a1 a\ CA Nv knbAc�NN aN �1 >O Cn o a h B cl � ObCA O (--i :4N m � V I-i an o 0 CO U���-///111 O toIssissil - 0 -- N a4 C • x 0 0 61289 L �SS STATE OF #4 BARS @ 9" O.C. F G � o U a Q M V Vi Vi .D b izt t4 c.i V Vi �6 !` .. Fl r� O 0 p� N O_ M o W 0Fissisil w V K�D � a� • r-I y..+ O V L O ^^o Esissil y� r M PROJECT N JADE 1611 WN BDRYPWM PCIBY: CJ SHEET NO N CIO CIVIL CONST. DETAILS (4) 2 1 3 4 5 6 7 8 9 10 1 11 i2 13 14 15 6 F3 D F G L M N MINIMUM SEPARATION BETWEEN PSLUSD FACILITIES AND OTHER UTILITIES OTHER PIPE HORIZONTAL SEPARATION CROSSINGS (1) JOINT SPACING CROSSINGS (FULL JOINT CENTERED) GRAVITY OR PRESSURE SANITARY SEWER, WATER MAIN WATER MAIN 10' MINIMUM SANITARY SEWER FORCE MAIN, RECLAIMED WATER (2),(3), 18" MI IMUM 6' MINIMUM VACUUM SANITARY SERVICE, STORM SEWER, STORM SEWER WATER MAIN FORCE MAIN (4) ALL OTHER FACILITIES, INCLUDING BUT NOT LIMITED TO: PSLUSD FACILITY PSLUSD FACILITY TELEPHONE, CABLE TV, POWER, ETC. (4) 5' MINIMUM 18" MIIMUM 3' MINIMUM WATER MAIN ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 10' MINIMUM ..... ma -4 "'1 N 1 (1) WATER MAIN SHOULD CROSS OVER OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 18". 0 (2) RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. Z (3) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (4) A PSLUSD FACILITY INCLUDES MAINS AND STRUCTURES FOR POTABLE WATER, WASTEWATER AND RECLAIMED WATER. ff;zal oY CHART R SPA REDUCED PRESSURE ZONE (RPZ BACKFLOW PREVENTION ASSEMBLY ANGLE VALVE METER VALVE ETER W/LOCK (BRASS) 12" MIN. PACK JOINT 24" MAX. VALVE METER SIZE **SPACE 5 8" 21-1 2" 58"x34" 21-1 2" 1" 26-1 4" 1"-1 2" 33-3/4" 2" COMPOUND 33-1 4" **SPACE FROM INLET SIDE OF METER TO OUTLET SIDE OF BACKFLOW ASSEMBLY IN r .. 1 - / SERVICE SADDLE µw TYPE "K" COPPER :., OR BRASS OCATE WIRE REQUIRED ON RESILIENT SEAT GATE VALVE BAG OF CONCRETE MIX SERVICES THAT 90 ELBOW/BRASS NOTES- ARE NOT 90- PACK JOIINVIT OFF MAIN 1. THE ENGINEER —OF —RECORD SHALL SIZE THE PIPE, FITTINGS, VALVES AND APPURTENANCES; THE MINIMUM SHALL BE 2" UP TO THE ANGLE VALVE. METER SIZE CALCULATIONS TO BE SUBMITTED BASED ON AWWA RECOMMENDATIONS (MANUAL M-22) 2. BOTH RISERS SHALL BE BRASS OR TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS THREADED FITTINGS AND ADAPTERS. 3. ADDITIONAL SUPPORT SHALL BE PROVIDED AS NECESSARY TO SECURELY SUPPORT THE BACK FLOW PREVENTION ASSEMBLY. 4. VALVE, SADDLE AND APPURTENANCES SHALL BE PER THE QUALIFIED PRODUCTS LIST. 5. METERS AND BACKFLOW PREVENTERS 2" OR SMALLER SHALL BE INSTALLED BY PSLUSD. SEE SHEET 2 FOR MULTI —SERVICE METER BANK ASSEMBLY. 6. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: W-02 CITY OF PORT ST. LUCIE COMMERCIAL WATER DATE: 2019 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 SERVICE CONNECTION SCALE: N.T.S. PHONE (772) 873-0400 FAX (772) 873-8433 SHEET: 1 OF 2 6 7 B 9 EXCAVATED TRENCH WIDTH LOCATOR WIRE SHALL BE PLACED ON TOP OF PIPE AND LOOPED AT EACH BELL FOR I -FINISHED GRADE ALL WATER AND FORCE MAINS FINAL \ I j BACKFILL \ `\ I SEE NOTE 94 L6" MIN. 6" MIN. J (FLAT TAMP) Z � �/ 12" MAX. 112" MAX. mg INITIAL 0 w BACKFILL Lu m< �— w2 I HAUNCHING FOUNDATION (REQUIRED WHEN UNSUITABLE MATERIAL IS NOTES PIPE ONE PIPE (SIDE TAMP) UNDISTURBED SOIL 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE INSTALLATION OF PIPE. 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 5. AN APPROVED LOCATOR WIRE SHALL BE USED. 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: G-04 CITY OF PORT ST. LUCIE STANDARD PIPE TRENCH CROSS DATE: zols 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 SECTION SCALE: N.T.S. PHONE (772) 87}8400 FAX (772) 8718433 SHEET: 1 OF 1 1 24" 1 12 13 14 WATER, SEWER OR REUSE CAST IN COVER AS APPLICABLE YO X}' THICK BRONZE DISC ANCHORED IN CONCRETE PAD WITH ANCHOR DISPLAYING �g" DEEP LETTERS CAST INTO DISC STATING NUMBER OF TURNS TO OPERATE & SCHEMATICALLY IDENTIFIED MAIN & VALVE LOCATION ALL LETTERS AND NUMBERS MUST BE LEGIBLE UTILIZING ARIAL FONT AM. r—LETTERS - SQUARE / CUT, LEGIBLE LL 4„4„LCONCRETE VALVE COLLAR,, PIN FOR 1 EVER APPLIES ANCHOR SECTION A -A #4 REBAR 24" X 24" X 6" THICK CONCRETE COLLAR FINISH GRADE 5 SO•. WIRE WIRE z M LOCATOR — WIRE RISER PIPE CAST IRON VALVE BOX VALVE BOX ALIGNMENT DEVICE (SEE NOTE #2) VALVE PIPE PER APPROVED PLANS BAG OF CONCRETE MIX NOTES: 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX AGAINST THE OPERATING NUT. 3. C900 OR SDR-26 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED. 4. RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS. 5. THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS. MINIMUM CONSTRUCTION STANDARDS FOR DETAILG-07 CITY OF PORT ST. LUCIE TYPICAL VALVE BOX AND COLLAR DATE: 2019 900 S.E. OLDEN LANE PGRTS ST.LUCIE, FL 34983 IN UN -PAVED AREA SCALE: N.T.S. PHONE (772) 873-8400 FAx (772) 873-6433 SHEET: 1 OF 2 irk MATCH EXISTING SURFACE ONCRETE ' a ASPHALT •. :4 •: d 1" BOTTOM OF CAP TO TOP OF PVC HOLE DRILLED IN PVC 1" BELOW TOP WIRE TO ATTACH DISK 24" MIN LOCATING WIRE (TO BE LOCATE WIRE OR STAINLESS STEEL) OUTSIDE OF PVC 24" MIN —3 14" PVC BRONZE VALVE DISK VALVE CAN WITH HOLE DRILLED FOR WIRE ATTACHMENT VALVE BOX ALIGNMENT DEVICE RISER PIPE — (C-900 OR SDR-26) LOCATOR WIRE • . BAG OF CONCRETE MIX MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST. LUCIE 900 S.E. OGDEN LANE PORT ST. LUCIE, FL 34983 PHONE (772) 873-6400 FAX (772) 873-5433 TYPICAL VALVE BOX IN PAVED AREA DETAIL: G-07 DATE: 2014 SCALE: N.T.S. SHEET: 2 OF 2 15 16 » � N N M p M :z'1 U 00 p N14 c C `b w 0 N Q U O p N M J v07)w ���n� N 00 o cq �o M A z Cq� 00 m cCMM c� f� 1__ N� o.�NN =Ln N V cj O w cd y I to w F�•I v U u� FU+ L+ 0 44) 61289 Gs L on-, STATE OF F G 3 ON o+ fV M 'cF Vt �O 1� W O O M � W �ct z Wct �TC)� K bi) � O r r1 M EC'P NO: rDRA JADE 1611 WN BY: wm D BY: PCJ SHEET NO N cli WATER CONST. DETAILS 2 3 4 5 6 8 9 10 12 3 14 15 16