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HomeMy WebLinkAboutBuilding PlansJ M 7 N W - E VICINITY MAP NOT TO SCALE S 6 9 1? NEW STORE CONSTRUCTION, 9 100 A. PROTOTYPE OT$] I WA'l a-7Ail'o L L Store # 8736 V 0 0 40 irginia Av(.Njaue& 38th Stree....11 r7� ort Pierce, FL 34947 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 8.2 Other Rated Elements 12. DESIGN LOADS: SEE STRUCTURAL DRAWING SHEET SOA Name of Project: Dollar General - S-2 Enclosed Parking Garage w/ S-2 open parking above _ Unlimited height for B, M and R _Parking Beneath R _R-2 Type II[ A _R-2 Type IT A Element Required UL * (Hourly Rating) Number Interior Walls Bearing None N/A Non -bearing None N/A N/A N/A Occupancy Category: Live Load Roof PSF Floor _PSF Project Address: Virginia Avenue & 38th Street, Fort Pierce FL 34947 Proposed Use: Mercantile/Retail Store Owner or Authorized Agent: DGC Fort Pierce LLC Mr. Haymes Snedeker _ Open parking beneath A, I, B, M and R Ceiling -Floors None N/A g N/A Wind Load: Basic _ MPH (3-second gust, ASCE-7-05 Edition) Address: 805 Trione Avenue - S-2 enclosed parking with A,B, M or R above Beams None N/A N/A Exposure _ hnportance Factor Daphne, Alabama 36526 5.2 Mixed Occupancy _Yes -A-No (If Yes, Separation _ Hr.) Columns None N/A Ceiling -Roofs None N/A N/A N/A Internal Pressure Coefficient 2. LEAD DESIGN PROFESSIONALS: Shafts -Exit None N/A _ N/A Designer Name License # Phone Exception P Shafts -Other None NIA N/A Buildingwill be designed as: _Enclosed Building Building -Open g _Unenclosed Buildin en Architectural: Todd F. Stewart, RA AR92549 251.947.3864 Identify whether you are using the provisions of Non -separated used or separated uses �3' Y g P eP P Corridor Separation None N/A N/A Civil: Perry C. Jimight, PE FL 61289 251.928.3443 by placing an "x" below by your design choice. Occupancy Separation None N/A N/A Allowable soil bearing _pounds / sq. ft. Landscape: Chad Watkins LA 6666896 251.948.7181 Party/Fire Wall None N/A N/A Soil Report _Yes _No _N/A Structural: Russell S. Barton FL 63599 251.219.4942 _Non -Separated Mixed Occupancy Separation: None N/A None - N/A N/A N/A Earthquake Design Mechanical: Wade Stewart, PE FL 65932 251.937.6313 Smoke Barrier 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, furnish 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. 8 PP P g' Letter of Supervision Provided X No The most restrictive type of construction, so determined, shall apply to the entire * approved Or other PPr agencies d a g 13. SPECIAL DETAILED REQUIREMENTS _Yes building. FOOTNOTES I have reviewed the special detail requirements in Chapter 4 as indicated below and -Separated Mixed Occupancy P P Y 1. All fire rated walls shall be identified on plans b hatching, p y ng, shading, etc.; show legend. incorporated the provisions into my design. 3. GENERAL CODE DATA: 2. Identify code section when using any special exceptions, etc. REQUIREMENT APPLICABLE (YES or N/A) 3.1 Building and Fire Codes used in design: Each portion of the building shall be individually classified as to u and hall be completely separated from adjacent areas by fire barrier walls or hoHzontal 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 Actual Area of Occupancy A + Actual Area of Occu anc v B Allowable Area of Occupancy A Allowable Area of Occupancy < 1 P Y P cY 8.3 Draftstopping Draftstopping m floor (718.2) _Yes _No N/A Draftstopping in attic (718.3) _Yes _No %N/A 8.3.1 Distance to Property Line from Exterior Wall (Table 602) Site Plan/Reference Plan required) ( re4 ) Fire Separation Distance: Type IIB Construction between greater than 30'-0" 402 Covered Mall building N/A 403 High rise buildings N/A 404 Atriums N/A 405 Under Ground buildings N/A 406 Motor -vehicle Related Occupancies N/A 407 Group I-2 N/A 408 Group I-3 N/A 409 Motion Picture Projection Rooms N/A J 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: _ Fire Resistance Rating: 0 HR. 410 Stages &Platforms 6. ALLOWABLE AREA AND HEIGHT-TABLE 503 411 Special Amusement Buildings N/A N/A X New Construction _Renovation (Existing Bldg.) _Tenant Build -out 8.4 Life Safety Systems SECTION 1006 412 Aircraft Related Occupancies 6.1 Area Increase - Sprinkler Increase 413 Combustible Storage N/A _Alteration _Addition NOT REQUIRED 1008.3 Emergency Lighting: X Yes No _N/A 414 Hazardous Materials N/A Scope of Work: 1001.2 Exit Signs: -A-Yes _No _N/A 415 Groups H-1, H-2, H-3, H-4, & H-5 N/A 6.1 Allowable Area 907.1 Fire Alarm: X yes _No N/A 416 Application of flammable finishes N/A Construction of a new +/- 9,100 s.f. retail store. Building structure is pre-engineered metal Allowable area: 12,500 SF Actual area: 9,100 s.f. total 907.2.6.2.2 Smoke Detection Systems: X Yes _No N/A Panic Hardware: X Yes _No _N/A 417 Drying Rooms N/A 418 Organic Coatings N/A building over structural slab on pier foundation and grade beams. 6.2 Allowable Height 9. EXIT REQUIREMENTS: 14. N/A 4. BUILDING DATA: Allowable height 55 FT. Allowable no. of stories 2 9.1 Exit Access 15. QUALITY ASSURANCE FOR WIND REQUIREMENTS Q Q No. of exits required: 3 Construction Type IB X IIB Actual building height 18'-6" No. of exits furnished: 3 I have prepared a quality assurance plan for wind requirements and have included this _IA _ _IIA _IIIA _IIIB _IV -A _IV-B _V-A _V-B Actual no. of stories 1 plan with my permit documents. _Yes X No _N/A Muted Construction _Yes X No (If Yes, Types _) 7.00CUPANT LOAD: Table 1004.1.2 ® 9.2 Means of egress width I have notified the Contractor of his responsibility under Section 1706 Sprinklers Yes _X-No _Partial Units of Exit required: 72" _Yes No %N/A System Type _13 _13R _13D Retail Sales Area 7,263 S.F. @ 60 Grass = 122 Occupants (Egress Calculated Occupancy Units of Exit furnished: 180 16 SAFETY GLAZING FOR HAZARDOUS LOCATION Standpipes Yes No _Wet _Dry Class _Combined Stock/Shipping: 1,111 S.F. @ 300 Grass = 4 Occupants (Egress Calculated Occupancy Stair width units required: n as I have identified on drawings where tempered glass is required in hazardous locations. Building Height +/-18' Ft. Break Room/Office Area: 175 S.F. @ 60 Gross = 4 Occup is (Egress Calculated Occupancy Stair width units provided: n a_ (2406.2) X N/A Number of Stories 1 or Toilet Rooms/Hallway Area: 175 S.F. @ 60 Grass = 4 Occupants (Egress Calculated Occupancy _Yes _No Mezzanine _Yes X No 9.3 Diagonal Rule 17. PREFABRICATED METAL BUILDINGS Requirements for building included Actual Occupancy 134 Total P Y u P is High Rise _Yes -A-No Meets 1028.1 X Yes _N/A metal erection drawings on drawings? X Yes ---No _N/A Atrium Yes X No Basement X No 8. FIRE PROTECTION REQUIREMENT'S: _No 18. PRE-ENGINEERED TRUSSES _Yes 9A Travel Distance Live Loads shown. Yes No X N/A 8.1 Table 601 200 Ft. Wind Loads shown. _Yes _No X N/A Building Element Req'd Rating UL No.* Allowable Travel Distance Certification from manufacturer (Sealed) X N/A 5. OCCUPANCY CLASSIFICATION: Structural frame Actual Travel Distance (Maximum) <105 Ft. _Yes _No T _Assembly _A-1 _A-2 _A-3 _A-4 _A-5 (including columns, girders, trusses) 0 N/A 9.5 Spaces with one means of egress - Business Bearing Walls _ Education Exterior 2 N/A For buildings with one means of egress, I have checked the occupant load and the _ Factory Industrial F-1 F-2 Interior 0 N/A common path of travel against the requirements FBC 1001. _Yes _No X N/A _ Institutional I-1 _I-2 _I-3 _I4 Non -bearing walls and partitions 10. LIFE SAFETY PLAN I-3 Use Condition _1 ___;2_3 _4 _ Exterior 0 N/A � X Mercantile Interior 0 N/A Provided %Yes (If yes, Drawing No. A01.1 1 _ Residential _R-1 _R-2 R-3 _R-4 _5-2 Floor Construction 0 _No 11. ACCESSIBILITY: _Storage ---S-1 --High-piled (Including supporting beams and joists) _ Utility and Miscellaneous Roof construction Design conforms to ANSI Standard 117.1. X Yes '`No _ Parking Garage _Open _Enclosed _Repair (Including supporting beams and joists) 0 N/A _N/A If no, explain condition that will not allow building to be accessible. FTDRAWING INDEX 1 COVER SHEET, CODE INFORMATION, SHEET INDEX T2 GENERAL PROJECT INFORMATION T3 PRODUCT APPROVALS CIVIL CO COVER SHEET Cl EXISTING & DEMO PLAN C2 SITE PLAN C2A WETLAND EXHIBIT C3 GEOMETRIC AND UTILITY LAYOUT C4 GRADING PLAN C5 POND PLAN & PROFILES C6 DIRECTIONAL DRILL PROFILE (1) C7 DIRECTIONAL DRILL PROFILE (2) C8 CIVIL CONSTRUCTION NOTES C9' CIVIL CONSTRUCTION DETAILS (1) C10 CIVIL CONSTRUCTION DETAILS (2) C11 CIVIL CONSTRUCTION DETAILS (3) C12 CIVIL CONSTRUCTION DETAILS (4) C13 WATER CONSTRUCTION DETAILS C14 SEWER CONSTRUCTION DETAILS C15 SEWER P.S. DETAILS C16 EROSION CONTROL PLAN C17 EROSION CONTROL DETAILS C18 TRAFFIC CONTROL LANDCSAPE TP200 TREE PROTECTION PLAN LP200 LANDSCAPE PLANTING PLAN LP500 LANDSCAPE PLANTING DETAILS L1200 LANDSCAPE IRRIGATION PLAN U500 LANDSCAPE IRRIGATION DETAILS STRUCTURAL S0.0 STRUCTURAL NOTES S1.0 FOUNDATION PLAN S2.0 SECTIONS AND DETAILS ARCHITECTURAL F01 FIXTURE PLAN A01 FLOOR PLAN, DETAILS AND INTERIOR PARTITIONS A01.1 LIFE SAFETY PLAN A02 EXTERIOR ELEVATIONS A03 SECTIONS AND DETAILS A04 ROOM FINISH SCHEDULE AND SALES FLOOR ELEVATION A05 DOOR SCHEDULE AND DETAILS R A06 ENLARGED TOILET ROOM PLANS AND DETAILS A07 DUMPSTER ENCLOSURE AND DETAILS STe LU_ C A08 REFLECTED CEILING PLAN B A09 ROOF PLAN AND METAL BUILDING NOTES AID CONCRETE ANALYSIS AND MISCELLANEOUS NOTES MECHANICAL M1 MECHANICAL NOTES AND LEGEND M2 MECHANICAL PLAN M3 MECHANICAL DETAILS ELECTRICAL EO ELECTRICAL NOTES AND LEGENDS ES1 ELECTRICAL SITE PLAN ES2 SITE PHOTOMETRIC PLAN Et POWER AND AUXILLARY PLAN E2 LIGHTING PLAN E3 ELECTRICAL DETAILS E4 PANEL SCHEDULES EMSi LOW VOLTAGE PLAN EMS2 CPU TERMINAL DIAGRAM PLUMBING Pi PLUMBIN4 PLAN P2 ENLARGE5 PLUMBING PLAN P3 PLUMBINO DETAILS AND RISER O w U o a U H � �o U U N �b w 00 M M U ? CI i--I ® 0 E-I C/Z PT� W PROJECT NO: 20-005 DRAWN BY: RM CWD BY: T'FS SHEET NO: GENERAL INFORMATION & CODE REVIEW T1 13 14 16 2 3 ! 4 A B G 6 7 8 9 10 i 12 14 ! 15 REQUIRED NATIONAL ACCOUNT VENDORS COMPANY CONTACTS PHONE # REQUIRED ITEMS RAINBIRD IRRIGATION LOCAL RAIN BIRD DISTRIBUTER WWW.RAINBIRD.COM IRRIGATION SYSTEMS m w w e EUCLID CHEMICAL PHIL BRANDT 877-438-3826 CONCRETE POLISHING SYSTEMS w w = COMPANY PBrandt@euclidchemical.com 0 0 RETRO-PLATE SYSTEMS SCOTT MAXFIELD 801-641-6796 CONCRETE POLISHING SYSTEMS 0 o 0 n scott.maxfield@retroplatesystem.com RECORD DOOR SYSTEMS M ICHAELVINNIK 704-290-0234 IN,KY,MD, MODEL #5100 SERIES dollargeneral@recorddoors.com OH, PA,VA,WV o w STANLEY ACCESS DENNIS WEBB 256-776-8902 AR,AZ,CA,CO,CT,DE,IL,IA,KS,LA,MA,ME,MI,MN,MO, MODEL #DG2000 u a TECHNOLOGIES DGdoors@sbdinc.com ND,NE,NH,NJ,NM,NV,NY,OK,OR,RI,SD,TX,VT,WI Ir o f- ASSA ABLOY ENTRANCE ROSS MERKLING 609-528-2580 AL, FL, GA, MS, NC, SC, TN MODEL #SL500 n w SYSTEMS dollargeneral.besam.us@assaabloy.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, u, ly o U) dgconstruction@bass-security.com AND RESTROOM ACCESSORIES MO,NE,NM,NV,OK,OR,SC,SD,TN,TX,WI o w o COOK & BOARDMAN GROUP JOE HARRELL 336-837-0673 INTERIOR DOORS AND FRAMES CT,DE,IL,IN,KY,MA,MD,ME,MI,NC,NH,NJ, z o nationalsales@cookandboardman.com AND RESTROOM ACCESSORIES NY,OH,PA,RI,VA,VT,WV ui SHERWIN WILLIAMS LOCAL SHERWIN WILLIAMS STORE PAINT, PRIMER, CONCRETE SEALER AND BLOCK FILLER z MC CUE CORPORATION KEVIN O'NEILL 678-492-4026 koneill@mccue.com TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP w YORK NATIONAL ACCOUNTS 800-481-9738 HVAC UNITS york-dollargeneral-be@jci.com AR, CO, IL, IN, KY, KS, MO, OH, OK, WV CARRIER HASAN KHALIL 315-432-7655 HVAC UNITS Hasan.Khalil@carrier.utc.com CT, IA, MA, ME, MI, MN, ND, NE, NH, NJ, NY, PA, RI, SD, VT, WI z LENNOX SCOTT MACDONALD 972-497-6781 HVAC UNITS _ D I 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 m alan.thrailkill@curbs-plus.com F fr KCC INTERNATIONAL INC. GREG CONRAD 800-382-2872 RTU CURB _ rr 0 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, Fr T ELECTRICAL DISTRIBUTORS robertd@cedbgky.com MO,MS,ND,NE,NM,NV,OK,OR,SD,TX,WI UH � NESCO CHRIS TRACY 800-244-6980 ELECTRICAL SWITCH GEAR AL,CT,DE,FL,GA,MA,MD,ME,NC,NH,NJ, w 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, z 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, 4 dollargeneral@crosscomnational.com MO,ND,NE,NH,NJ,NY,OH,PA,RI,SD,VT,WI,WV 3: 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 0 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 W w 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 NU I E: MA I ERIAL f ESTING IS REQUIRED ON ALL TRIPLE NET LEASES. 0 � r� �a tr. Z zoo tU N N Cam E—+ c� b31 Q E--+ v Ek.o �I•�11 U lye Q � a 1C 0 U � 3 5 O WW cK W F O N Q r w C) a � O � � 00 d- .Wj M M i r—i N F/) C� O ��t F�1 U • .�i PROTECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: VENDER INFORMATION T2 4 5 I 7 R 10 BRICK WALL PANEL NICHIHA: FL12098.R7 PEMB GIRT @ 10'-0" AFF ` 11 11 \ H) _�EIFS OVER METAL WALL PANELS (BY PEMB) PEMB COLUMN 1/2" MINIMUM GYPSUM METAL FLASHING BOARD, HEIGHT VARIES (BY PEMB) METAL LINER PANELS �I j INSTALLED TO GIRTS T.O. MASONRY (BOTH BY PEMB) 4'-0" AFF I BACKER ROD AND SEALANT R-13 MINIMUM VINYL BACKED INSULATION Ij I I 3-5/8", 18 GA. MTL STUDS BUILDING WRAP ON 1/2" MIN TO 10'-0". SECURE TO EXTEK EXTERIOR GRADE SHEATHING TO 4'-0" AFF PEMB GIRT. OVER 5/8" CDX PLYWOOD OVER _71NICHIHA ,; VAPOR BARRIER OVER METAL WALL PANEL 3 5/8", 20 GA. MTL RUNNER. SECURE TO SLAB WITH 1/8" 3/ 1 11 DIAMETER POWDER I ACTUATED FASTENERS II (RAMSET) @ 2'-O" O.C. 11 REIN. CONC. SLAB ON VINYL I VAPOR BARRIER (SEE I `NEW SIDEWALK STRUCTURAL) II /// II T.O. SLAB h G ELEV-0'-0" AFF a I—III=III Qa9 ae .'III= FOUNDATION AND SLAB, Ed 1-11 Ell I SEE STRUCTURAL DWG'S. IIIIIIIIIIIIIIIIIIII", a .d:li. Plywood Attachment: #8 TEK screw @ 1611 o.c., 8" O.C. at panel edges. Nichiha Attachment- 16"X48" ATTACHED USING 6d RING SHANK W/ FULL EMBEDMENT IN PLYWOOD STOREFRONT AND GLAZING: FL17688.4, Old Castle LAMINATED GLASS TYPE 3 WET GLAZED eNBCNsgN OIMiN910M 24- FRO4 24' TO, IW +70,•-80 30" FROM 30- To 19Y - +70i-�80 42' FA0/1 420 TO 1"'' +'M-46 48` FROM 48" TO T00" + -6C 48- > 108- TO 17 M701-.7U •0" > 114' TO 120r + -7'S:7 48. > 120' TO T28"... ! 73.7 54' FROM se TO 9e +70._90 54- > W TO 1 • 7-0 7—u S4' > tar 1T1 t08'. +70,; n7 54' ? 108" TO t1Y".... +70A-?T2 Fs0" FROM Wr TO 90- 4.-90 ba" > 90- TO +70,«-".2 60` > 90' TO 101- l70.73 00- FROM 09` TO 90"... +70 n7 72` FROM 7r TO 84" 3 IN;ULATED GLASS TYPEWET GLAZED MMENSM ."+ UFMENSFON .y. MAIUY A.SA. i1-$SURE ftymebig 24- FROM 24- TO 192- +90: 90 30- FRW M' TO 192' +W,-N 38- FR04/ 30- 'TO' 188' +90,90 42- FROM 42- TO 144.. +9M-90 40" 1 FROM.4e TO 120- +90,-90 54- FROM 54' TO 112-.. +90, 90 so' FROM 4KY TO tar +90.-" as' FRda 66. To q9' 1.8.—a1. 72- 1 FROM 72- TOW +78,-74- v I S " B It I INSTALL STRICTLY AS PER MANUFACTURERS RECOMMENDATIONS STANDING SEAM ROOFING: BigbeeLok 324, FL7413.4 PRE-ENGINEERED METAL BUILDING PEMB WALL PANEL: BigbeeLok 324, FL7412.2 WE srar�rr.�s�,rfrrsa iK 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", 3, ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING, 4. REQUIRED DESIGN WWND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM NAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WINO LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING ec FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. B. SUPPORTS MUST BE DESIGNED TO WITHSTAND, WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. Roofing Panels installed strictly as per manufacturers recommendations and compliance with product NOA FAUX WINDOW: Swinging Doors: JELDWEN FL10970.1 Schlage: FL12400.R9, IT OVER META WALL PANEL, TOP OF EIFS ACCENT BAND — P.T. 2x WOOD BUCK 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 EEALANT AT !:S:WINDOW EIFS ACCENT —SURROUND, BAND AT WINDOW T PICAL. PROVIDE MINIMUM 1/4' PROJECTION FROM WINDOW FACE NOTE: SECURE WINDOW NAIL _ FLANGE TO WCOD FRAME USING NON CORROSIVE, 1 1 /2" #10 SCREWS AT SPACING RECOMMENDED BY MANUFACTURER —CONTINUOUS SEA ANT AT WINDOW — P.T. 2x WOOD BUCKS AT HEAD, JAMB AND SILL, TYPICAL —BACK—WRAP TY K VAPOR BARRIER AT WIN OW FRAME, TYPICAL. —CONTINUOUS FLA 3HING 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. 14 L 9 ..«E*.: e � III III At�* X 0.75" SMS VAX ETa PER ANC14OR_ 0 `1e J a 'S' MIAto "9 E.Q "i of rVIIII-L Anchors are strictly installed as per DP ratings and as per manufacturers recommendations and product NOA WALL PANEL SIDE -LAP a. w NO.14 x 74- LAP-TEK SCREWS WITH WASHER AT EAVE STRUT, GIRT, BASE ANGLE AND BETWEEN SUPPORTS AS SHOWN, ter NO. 12 x 1 114" SELF-OFMLING SCREW WITH WASHER AT SAVE STRUT, RAKE ANGLE, BASE ANGLE, AND ALL GIRTS & ALL GIRTS WITHOUT PANEL ENDLAP. Roofing Panels installed strictly as per manufacturers recommendations and compliance with product NOA EIFS: DRYVIT System FL 2030 R10 w/ Supplement to install over PEMB Wall Panel. See supplemental specification sF.mA. n 5 NATFRIAI LIST GENERAL. M M V Pr %le 44tZ 6I[4 Sllpi AT V OTC t TN STSTFSS.AS BEES WsesEO x A[COAONEE OATH OF r.AMT Eblx%I OF A" 0.oA OULMS WF (b }{•.y tl WIPf sl(fl meUt eR xaTi K uisr S&N% lFMs.. + "4"SW VAµeWbl sTM Sx H MIS M TESTED N ATCOROABLE FAIR M LnsmrcCl�mal.soT' A%o rAs.xn LS %` AWN cAll srtArWu AIONSA.11WlnfF6g4VLALN eT Aopl®ev.FCAFQM�Yo nlSrTk KEx rti'SW IXaW MM WASlO AT P OZ.. 1K RAWWEIMI!!BY WTQa x3 IFar.xKT/Ia TIE lJ--- iL' OWN19ApSTli xi BUEe➢PoR pIIIALA}eN RUSro ��F MCWR OF nE FIONW pR01LCWL SYSTIX t. THE r awn AWOR AerBllrEET OF PC= FOR 1AW Oi AgERF M FYPAMEO TLLTffY&[k' ®Sr e"VIAYNn BOWO MfN pO�E�T Os@18 nF5 %rsRT14NLL 9n Au STW FTJ(W T C4NWIIA M11H sN@ 4FnTir011 AI" S WTNT'S MMn. 6[tEg6. W fEIESE QI IIXTWE THE ACME Is CSS rMTATNxs AS RQW"W xY.n1 feT'@Mllo COfE B AND TK APPLfO"IrMA?y'xh Bottxfe TAovsI. WIN,IMTO SPAII➢A AND Tnb WLAMxf. x t¢ Q. nA%AwM W #�' oc rx[ AOH[9YF snAu. el ABPLFn TOW BwurEv rrc res n n vtnaAt au[xlATwl: s. emsATnn xa,Wos sxau ff novruEo w A mTeElc B"E PATTERN. g,— � NENUn r IIeOI YELLAIIW BOAAO TEE1tE 1ME fBCNCWII Wn B. ALL sn[5 OsfO VRl11N5 sYS1 W 61n1A BT f@nRFittY FIAN}EM BOMO 51FRER 5nAlL PoSY55 A dW.l@xT X01. VIIN gEMMo 11 lnE FgW®I FLA'Q W 9I�(�p AT A eA% "An nAW FERRY. W T1ERY s' W S1W ItIETX W AS srtORO ar TKiT ILW FAST@EL WYNr BASF WAT. M, IU6e. ETNFEIBeI. ql W66. Al PPM6 }. Au sle¢ s1L415 91Au Ef slnll[l1AW. vnn Tsre• W ffT6s K n14D kT er 4HxIT M1N PWIIAIO IFnFIIr Alxl FaW,ye[ pAXSF VE}FI ,Vp lyy, R nyN1 rNp YAIfnPPr"S NO OU6n VC "T%PRMR.MS[O PAWOCrS sTPfxerH 0T 3SPoIPA @IE9S W M A WY IB%1MAT K TARO SIRH M.LTN. F " WYM YAgTMn TO "waTan MH M OvI izuMAS4 e. WTA{5iy"I LIEFT E AIH 3 OF 3 %$ TYRAF AL" SIpV xrsn WT. BASF RIAr.P, A 0 e„MO MI5 YSrFILYAIAR XMmais aAFp SAS ARE IIESM EOQf 61V1L BF AWr1FP TWILY W NOT OVkfdM. <GER"xS nar ravFxm er rTE TYBCAL OFTAEs ARE MOA1TIS ATABUTIx TKI rIE m5Prer9BUTr W ln. LCTI6FB AFSFie rxwcsslWAL � WYVR•s srAIMAO BB"W[BE nRle ci oilYV' FBtlYiLTss RosoeTeiB KW TromBW.ol Wrvrt BASF WAT. lIE bTANA'4 IIW W[xl6 tESn snALl BF LAPPED A nYBln W �i AL Nl EOWS 06dQLI FRlI0.Fp RA WYVn F4 POk LCRIC BASED,YAnML AVILLAYF xl YAPoOOSMTTENk1 ' goPSP min AW 10, '-f'— 1Ir MINIMUM SCREW ATTACHMENT LOCATIONS USE 2" POLY WASHER AND MIN. #6 BUGLE HEAD CORROSION RESISTANT SCREWS W/ MINIMU 3/8" EMBEDMENT IN WALL PANEL Z "lq r; cs CIA .,N u;4 C—I U a 1� U A'A p <CUU� Nsl ~ II 1 o� Q� W� W O 1--F-1 C O_ Mg�. W n M M o fi W C w ct O O $ U A Q z PROJECT NO: 20-005 DRAWN BY: RJD CHKD BY: TFS SHEET NO: PRODUCT APPROVALS T3 ■ ■ 15 B 4 UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES FORT PIERCE UTILITES AUTHORITY ANA M. JOHNSON, BUSINESS DEVELOPMENT OFFICER 206 S. 6TH STREET, ELECTRIC, WATER, SEWER, GAS: FORT PIERCE, FL 34950 (772) 466-1600 EXT. 3012 ELECTRIC - SAL SCIMECA EXT. 6957 WATER/SEWER - LYDIA SANTIAGO EXT. 3402 GAS - BILLY DUPRE EXT. 4705 AT&T CABLE: GREGORY VORCE (321)388-9494 EXISTING UTILITIES DISCLAIMER: EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. SURVEY NOTES 1) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2) CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. 3) PARCEL IN QUESTION CONTAINS 81,345.46 SO FEET, MORE OR LESS. 4) MATTERS OF RECORD ACCORDING TO COMMITMENT FOR TITLE INSURANCE BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, SCHEDULE B—II, FILE # 8744.190626, EFFECTIVE 11:00 PM, SEPTEMBER 30, 2019 HAS BEEN REVIEWED AS TO MATTERS OF SURVEY FOR THE COMMITMENT AND ARE AS FOLLOWS: ITEMS 1, 2A, 28, 2D, 2E, 3, 4, AND 7: NON —SURVEY MATTERS THAT AFFECT THE SUBJECT PROPERTY. ITEMS 2C, 5, AND 6 : SHOWN ON SURVEY. 5) THE LAST DATE OF FIELD WORK WAS DECEMBER 20, 2019. 6) THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS, AND INCLUDES ITEMS 1-4, 7A, 8, 9, 11, 13, 14, 16, 17, AND 19 OF TABLE A THEREOF. 7) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 8) BEARINGS SHOWN HERON ARE BASED UPON NORTH AMERICAN DATUM OF 1983, FLORIDA STATE PLANE PROJECTION PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 9) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 10) UNDERGROUND UTILITIES LOCATED BY PAINT MARKS SHOWN HEREON WERE SUPPLIED BY OTHERS PER DIG TICKET NO. 344913587, AS ORDERED BY CLIENT. 11) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING, IF ANY, SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 12) THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 13) THE HEREON DESCRIBED PROPERTY IS LOCATED WITHIN AREA OF MINIMAL FLOODING, FLOOD HAZARD ZONE DESIGNATION "X", ACCORDING TO FLOOD INSURANCE RATE MAP No. 12111CO186J, SAINT LUCIE COUNTY, FLORIDA, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M,A.), EFFECTIVE DATE FEBRUARY 16, 2012. 14) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88) AND ARE IN FEET AND FRACTIONS THEREOF AND ARE BASED ON ST. LUCIE K COUNTY BENCHMARK NO. VIR 3-22 HARRY HAVING A PUBLISHED ELEVATIONS OF 15.84' NAVD88. 15) THE INTENDED USE OF THIS SURVEY IS COMMERCIAL HAVING A HORIZONTAL ACCURACY OF 0.04' AND A VERTICAL ACCURACY OF 0.10'. PROPERTY DESCRIPTION THE EAST 1/2 OF THE NE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, LESS THE FOLLOWING: THE WEST 50 FEET: THE EAST 25 FEET; THE SOUTH 181 FEET; THE NORTH 149.58 FEET FOR DRAINAGE CANAL AND VIRGINIA AVENUE RIGHT OF WAY. LESS AND EXCEPT PARCEL NO. 118 IN ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 787, PAGE 51, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: THAT PART OF THE EAST 1/2 OF THE NE 1/4 OF THE NW 1/4 OF THE M/V 1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SAID EAST 1/2 OF THE NE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 20; RUN THENCE N 89.55'26", E ALONG THE SOUTHERLY LINE THEREOF, A DISTANCE OF 50.03 FEET TO THE EASTERLY RIGHT OF WAY LINE OF SOUTH 38TH STREET, THENCE N 02.09'15" W ALONG SAID EASTERLY LINE A DISTANCE OF 474.69 FEET TO THE PONT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE N 02.09'15" W ALONG SAID EASTERLY LINE A DISTANCE OF 25.90 FEET TO THE N SOUTHERLY RIGHT OF WAY LINE OF VIRGINIA AVE.; THENCE N 89.51'45" E ALONG SAID SOUTHERLY LINE A DISTANCE OF 25.90 FEET; THENCE S 43.51'15" W A DISTANCE OF 35.97 FEET TO THE POINT OF BEGINNING. 1 2 3, 4 5 S�.� 3 t, tr mv�.. ''. T ,�^•?.4.,,� ,,,,tom a�+.n� 4i"d � S.hvai , i �i. �m 6 R FORT PIERCE, FL E) 9 "Q HWY 70 (VIRGINIA AV GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM JULY 2020 6 ��9 4 SIT - �P I <m iJ. d 1 1 1 f 3 6 8 Not to Scale 9 M 10 12 14 5 6 FPUA STANDARDS AND DETAILS ' N THIS LIST INCLUDES ALL THE FPUA STANDARDS a m AND DETAILS INCLUDED IN THIS PLAN SET: N A ° �s � 0M0 �¢ ro N o �ao� • •• 01 — WATER DISTRIBUTION NOTES p. o N v a r` r •• G-02 — WASTEWATER CONSTRUCTION NOTES ° E v a eC •• G-03 —WATER—SEWER CONFLICT NOTES y w ° w c�1 ai •• R-02 — PAVEMENT RESTORATION Q m N N • WATER U y' a' o •• W-01 — WATER METER PLACEMENT POLICY o C PP Ln V. U •• W-4A — TYPICAL MULTIPLE WATER SERVICE CONNECTION COMMERCIAL- • SEWER ` z o a; c� c> O w •• S-1 —WASTEWATER SERVICE PLACEMENT POLICY INDEX TO CIVIL SITE PLAN SHEETS •• S-2 — SERVICE CONNECTION a, o •• S-3 —SERVICE CONNECTION •� SHEET DESCRIPTION •• S-4B — TERMINAL CLEANOUTN •• S-16 — GRINDER STATION CONNECTION CO COVER SHEET MISCELLANEOUS C1 EXISTING CONDITIONS -DEMOLITION PLAN „ M-1 — TYPICAL TRENCH DETAILS M-2 — BACKFILLING REQUIREMENTS z CIO) C2 SITE PLAN &GEOMETRIC LAYOUT •• M-5 — UTILITY CROSSING C2(A) WETLAND IMPACT EXHIBIT •• M-16 — DIRECTIONAL BORE o C3 GEOMETRIC LAYOUT AND UTILITY PLAN -� C4 GRADING AND DRAINAGE PLAN :D p" C5 POND PLAN & PROFILES (A I o C6 DIRECTIONAL BORE PROFILE (VIRGINIA AVE) N C7 DIRECTIONAL BORE PROFILE (38th STREET) 0� � � •o C8 CIVIL CONSTRUCTION NOTES v C9-12 CIVIL CONSTRUCTION DETAILS D a C13 WATER CONSTRUCTION i `ETAILS C14 SEWER CONSTRUCTION DETAILS C15 SEWER LIFT STATION DETAIL C16 EROSION CONTROL PLAN C17 EROSION CONTROL DETAILS C18 TRAFFIC CONTROL DETAILS Y ;Tid STATE OF FLORIDA COUNTY OF ST LUCIE OUTSIDE FORT PIERCE CITY LIMITS ZONING: CG - COMMERCIAL GENERAL LAND USE: COM - Commercial YARD SETBACKS (& LANDSCAPE BUFFERS): FRONT: 25' (15' BUFFER) SIDE: 10' (10' BUFFER) REAR: 20' (10' BUFFER) SIDE CORNER: 20' (15' BUFFER) PARKING REQUIRED: r 4.49 SPACES / 1000 SF GFA Based upon the 4th edition of the ITE parking Generation Manual 315 - "Free Standing Discount Store" 9100 SF / 1000 * 4.49 = 40.9 SPACES PARKING PROVIDED: 41 SPACES (INC. 2 H/C) BICYCLE PARKING: 6 SPACES MINIMUM TOTAL SITE AREA: 1.87 AC (APPROX. 81,645 S.F.) AREA BREAKDOWN ROOFTOP: APPROX. 9,148 S.F. ASPHALT: APPROX. 25,265 S.F. CONCRETE: APPROX, 6,534 S.F. PERVIOUS SURFACES: APPROX. 24,829 S,F. POND BOTTOMS: APPROX. 9,583 S.F. EXPECTED CONSTRUCTION SCHEDULE: BEGIN: 10/05/20 END: 04/02/21 OWNER/DEVELOPER: HSC FORT PIERCE, LLC HAYWFS SNEDEKER PO LOX 130 DAPHNE, AL 36526 (251)243-0708 (251)252-9898(FAX) LANDSCAPE ARCHITECT: ENGINEER: JADE CONSULTING, LLC TREY JINRIGHT, P.E. PAUL MARCINKO, P.E. PO BOX 1929 FAIRHOPE, AL 36533 (251)928-3443 (251) 928-3665(FAX) SURVEYOR: WAS DESIGN EDC - INC. CHAD WATKINS TONY CANTON 218 N. ALSTON STREET 10250 SW Village Parkway - Suite 201 FOLEY, AL 36535 Port Saint Lucie, Florida 34987 (251) 948-7181 0: 772.462.2455 1 C: 000.000.0000 (251) 981-8722 TonyCanton@EDC-Inc.com I www.EDC-Inc.com NOTE: NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THE BMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND APPROVED BY THE CITY, 12 1 i3 14 15 16 E F a H w � x x o � � h q x i W °V vFi W O O O O O N M w H 0 - ® ((N � 11 0�4 � O W _4 U � w 0 V� z N PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N C 0 COVER SHEET 1 2 3 4 5 6 7 8 9 10 11' 12 REQD., SAWCUT AND REPLACE APPROX. 20 LF EX: SI E ALK FOR SEWER TAP xr x76 , X -x-_— F xr6q° 6g3x x�6. CONTRACTOR TO AVOID IMPACT TO EXIST. POWER POLES N EXIST. GUARDRAILS `— 6`I'I-- r--xs9 6'lox: �6g� r- e_ - x , y. ' .p.. .. .....y - -..— GAS— GAS -GAS'-=- GAS -''—i- GAS --1� - GAS—•--•GA$GAS-�j�+'pAS a'—� GA�9—r——.GyLS GAS :. ---� -7..__ _ ASS 5Zy- --- '.-1A ^AI , Ai A to LEGEND � N all z� in ar��` x 1 x' o -a° c 03 d' k BENCHMARK n w �':� 0� . ?; ' .0 •C REQD., CONTRACTOR TO VERIFY LOCA I IO O EXIS T I ^" T NG GUY '' '` `. ', '� `,� . AXLE � EXISTING AXLE FOUND Q � „ � ,� c� N cV WIRE AND COORDINATE WITH ENGINEER I MEDIATELY W ' ' '' '� °" . ": - , .•. � -- ITH. w "� o�-0 ANY CONFLICT WITH THE PR ' �d >I6 r� 6 CMF ❑ CONCRETE MONUMENT FOUND W Ij)' J •sg ' r REQD., REMOVE EXISTING ,L A. N ,POSED SIDEWALK ( 66 ee �� .0s .`-`� .z.c�. N � . ..-t. ,c,a • . �b OVA', Ow 9 qy x D S c A P E D rx E D i A N i OTF OPEN TOP IRON PIPE FOUND O 0^ TREES AND VEGETATION (I READ., REMOVE APPROX. 921SFEX. 0 G, N'f O x B w a SIDEWALK PLUS CURB &GUTTER ,-:—= - ....... CRF � ' CAPPED ROD FOUND :F, y, „ x PPROVIDE SMOOTH EDGE FOR TIE-IN GRAPHIC SCALE r CRS CAPPED ROD SET 0 RIGHT-OF-WAYlb N ,;v A CENTERLINE IN FEET q � �k� ..<ti:r :; ' x ,, , ° .. , � >;.r. '� :xx � ,� - CENTERLINE � ) w�+ }..,_.,r .. a e X _ �..,., N�K PROPERTY .. LINE 1 inch 30 ,. n _ - '�-.e :.'"'-r---•- - �>s J4' :S r•z�{.. *.. e f B ... X.. >... -.. I r.J.-'- ._-: 6 .. ..._.-- -----'- .' _ > .- , 3 PROPERTY —oN --aF --t--- ___ _. x -.£4' w_:_ o �, .> , �_ r .. LINE (ADJACENT) .,-a .. - - p G • ' \. k' x PP 4 EHHOo �( oHe-� -— EXIST. EASEMENT LINE c� A,` '<,✓�'r,' EX. UNDERGROUND ILITY EASEMENT (OR25, PG _ LE A{ _ ,j�� , -/ ,� r6. �V p (. xtS WITH ;;: ...... tly. ;:� a•.'i �`;%,°":Zy`Z;':.� IS' S °. �ELECTRIC LINES EX. iRA CABINET_: 49 EXIST. OVER x.. - �,� �� � 1 � "� . HEAD UTILITY AND UTILITY POLE .� w,.... ( s 5/s' IRc : 1Dp _- f f'.�,.._ 1 1 - ��`-�<�r;.X��?%% RE:QD.,REMOVE AND RESET k I w,.c...v�,�, _ I t0 � o ���.,_ 1 �. _ �� 2 „ c� t EXIST. GUY WIRE AND UTILITY POLE EXISTING RIM ELEV. TO 13.15 �� FPUA :( (� x h X X z- �� _..> EXIST. WATER LINE y �N V1 „F111'?` x,F , I:. I Ig a 3S' SS h„„e ^.:' s x r`}��,.-�'! ,` ,%4..,.� ah�-�..:,�.,; . x� ix � �..._�--�b"� � a � 4� . ,: ... T: • < EXIST.SANITARYSEWER LINE V y ,4'..(i. y.X. ;. aA,x Y`, ..'U' x','�rr$.I4.9- �- ��".- �.�X� ?,. F, ';t. 1. ti-� f V Iq 4 �� �.�.�.� -.TN r - �i oa '> Y —GAS GAS— ,,�, EXIST. GAS LINE w� x X" xl z Q a EXIST. UNDER GROUND CABLE LINE '',. <� �: X .•., ,. I. � .�A ;` ..WETLAND IMPACT 1 � � � a ❑ C Sax N�QZ: {�k?k (Y. k;J�..,,. 0.43 Ac. (18,731 SF) �, _ m � x, .,. .�. j FO FO EXIST. FIBER OP TIO CABLE LINE 5 r ut. r,'�' K� yc V `X"� . •, .,,.1. x , z.,, I. ,. I p- �.v�,.s,'a _- F L) Z ......,-, EXIST. TELEPHONE - y oz � 6y, ,�' a,,.. _ ':_. ONE LINE .i_.-..ra` ,.....__.; x ', ,.._-__ v _r� ..------- EXIST..' x ° s �_ FENCE LINE XI __. X r° xrsgelike= "a"�.'� x x� (� ° �q --- - - - - -- EXIST. PIPE y - - I s y `�x`Y :',.:...-. _ 499.73 IN� EXISTING BUILDING Y r •... { �>� k S,F.�.IYt0 FFE.17.asSY EXIST.1 FOOT CONTOUR EXISTING BUILDING y`^ `i , 'Y - FFE:vss' I„�.k y', ��� ��� a XIg36`EXIST. 5 FOOT CONTOUR E Y KI B T X'iy��j' Yy .. k \: \ ` \ \ 1 - a Q 2� 153sa EXIST. GRADE SPOT ELEVATION (X>ypr„'. `+ 0 z e J ®PP EXIST . POWER POLE ` z0 �L.I I.I I I ow Q¢ " ,\ �` P Q o = EXIST. LIGHT POLE. �U 'j .•. �,:>..°x � r� ' `.� ,.�K--`"3 �.� in Q - I I NpaN � C.7' W W ,� •cT� .�: -: I- I ( J Q N I- e , s W 3 s7 X W 4>> T a E� EXIST. ELECTRICAL BOX ilq - , `� \\, \ `� v _ W lrt -_gr -- I I� I I _ o w_�.g_,._.�., in '_ >....� _. V �(]d.. rh ' i. ` ♦- Q { $ �1~1{{ L -^. �� �� x i ] y( a a ¢ a D ® EXIST. WATER METER ¢ %' h V �r.,p�. O IIII ( I(I �S" W m'O .,'�:'::h l x,,,k r { I kt �'°g `.L a w 0 C7 y .:� F. C k x/i w 1i i >>. Z X xr D o s y w z D4vw EXIST. WATER VALVE > 'to Iv, `.. ,,..�,: '�,-,• Q I -4e ; - Ls Z p „wj _ (� xts ,�. 6 : n.., ��.>\'I;Y x �N"\� �. 1'- m7 `.� - W. X III.I I fl �'pU Q g° �. >x, , y.,., > a W ( (h % � Q wfw? a z O ® EXIST. WATER'WELL w xy� :<, O d W 9p� W A i� W a s 0 � _ _ O EXIST. FIRE HYDRANT 7 r y l ( s }, Y I Q Z o p I- YY ' n:>it xO I i`i� W ?�� 35-�� >� ('1-� O Z�w0 2 cv p �4 W x�50 w J Fo�zF xIs,SUBJECT PAR a g - — ��� v� Z_ Xls O z - O EXIST. SANITARY SEWER MANHOLE mq3 v u Q i` 1M 7 tQa 63 NZ¢< �. Q o] > F, t W aw o y Gv G w w u 6 J W 3 �> o a APPROX. 1.80 A I o EXIST. GAS VALVE m<oMrS}x', Y. Div N Iy 'I, -�� �. '�2' '� �- x w A W V ti W �z w w m _ I w w O EXIST. GAS LINE MARKER o N N o 0 z if k: `i i t OJw� 0 Oz �' - �� >S� Q o oo w " N k4 v a <I O nt \ 8 v O a o c I \ Z Z Z a EXIST. FIBER OPTIC CABLE BOX Q a d 6 y n> +I U -Q� O F- N X z a 4 �69y, _ ,1 a Q h o o ­i 4LL Z U X h=- O EXIST. FIBER OPTIC CABLE POST r?oz Q 3 LI I w w wLu (D EXIST. FIBER OPTIC CABLE MANHOLE NOTES x x S D lI I l D H Z d sa q9 �IL rsep xlse9 xls.6 xrsrg ' I OT EXIST. TELEPHONE BOX PER GEOTECHNICAL SUBSURFACE EXPLORATION, ADDENDUM 00 N w x.. �p°�' REQD., CLEARING AND G U ING I I III O — a REPORT FROM UNIVERSAL ENGINEERING SCIENCES ON DEC. 31, 'AIk 10�® EXIST. STORM SEWER MANHOLE 2019. THE SILTY FINE SANDS [SCI, CLAYEY FINE SANDS [SCI,'AND � �� z � T � ZZ o � N w I z SANDY CLAYS [CHI BE EXCAVATED AND REMOVED FROM THE p READ. REMOVE VEGETATION I I I _ z0 EXIST, ASPHALT PAVING W w PROPOSED RETENTION BASIN FOOTPRINTS TO A DEPTH OF AT ~ LEAST 7 FEET BELOW BOTTOM OF POND LEVELS AND REPLACED w O \U- N ' —1s III I w ,�, WITH CLEAN FINE SANDS [SPI WITH PERMEABILITY RATES OF AT d N Z a ' o �� I I o m 0 Oz w >.. EXI LEAST K Z 10 INCHES/HOUR AT A DENSITY OF APPROXIMATELY % I I I o a D w U ST. CONCRETE d- w \O a x 4- y < � ,I I � m w o z > 92% OF THE MODIFIED PROCTOR TEST. (Zy w U X ' LL 6r� ZS2g I xIS°S I I I I I I I o n In it O Li Q ::5w RaNQmW O' J '$oar �. > ® TO BE REMOVED w I I I. Nwx w, NOH O Z r S89°. 57 19"W 255.31 if p w o w f ° N } �/ g - Jp 101NC) S se'tRc, / ' xrs U LII �azpZ O /� TO BE REMOVED- rn F d ¢ ° N z �p _ o O (n \ FND Always, Sixl ' o ¢ r' �.._ lg NO ID `C .y`�..-f`-'-"" ., %6.�li:x9 �'you a; .' .. a Ca x [ z' EE) f o x xr I _ /� [ I 1 � I I ; TO BE REMOVED 00 76 76r� 1. "2p xr5 ISPg • I \ I..1 Q I. ;,J 4P3 xrgg9 PARCE ID: 2420 1-0002-200 1 76°3 ISS9 r0'` °333 i< OWNER 1: ADIJEH.R EZAN\I GRACE I IIX aw PARCEL ID2420-221-0004-0 -3=: OLD D Q VACANT OWNER I:SVLVIAEPENAL�0j SI x Xf4A'6 EXISTING UTILITIES DISCLAIMER: (reo�,Jl tl SINGLE STORY RESIDENCE 4 "wzm z \� [ EXISTING` UTILITIES INDICATED ON THESE PLANS ARE BASED ON a ° w z [�y I I I I AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO a v C�A 8IN /'~ VERIFY LO CATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR» X16 xl xr6 r3 I I TO ANY UTILITY IMPROVEMENTS. � � r jO(0)Aj ez3 xr6 s X x EMENTS. THE ENGINEER SHALL BE81N 6,59 QqO •46 Is) r6s rq) XIS x 0 � � a I 1 I II, I I . � � IS4 NOTIFIED IMMEDIATELY OF ANY THAT ARE � :1 � z ( 4 FOUND. 16. a Q EXISTING RESIDENCE - I� �C> EXISTING RESIDENCE I FIFE: 17.22• FIFE: 18.06' \^ w� O NOm� G Xr6 yA acmrpi ( I I z�( ,. \\ woo.: 1 I6BS I f,yQ P X O 47 X16B° x769g xI66 %fir •�� [ Xr, - X 4J ¢ '-- g �, r I I •°� .__... ro Xr6ag a m I o Q d1 s [ I I Z CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY Y' !� a ^ 6e ( 2QJ C j x qg I o CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES SITE SURVEY PROVIDED B . . ppj, r� x xfx m ww J3 FORT PIERCE UTILITIES AUTHORITY ANA M. JOHNSON, BUSINESS DEVELOPMENT OFFICER e oe x xl i N w > i i 206 S. 6TH STREET PROJECT NO: 1646.20 . x Y , .. „ m v.. zit a xr4) maw FORT PIERCE FL 34950 a w w s DRAWN BY ZAM/PWM .,r`>� x �•�h fi , " � �:, � �' L_ x a — ;rgao4a xr4s6 ELECTRIC, WATER, SEWER,. GAS: ' (772) 466-1600 EXT. 3012 CHK'D BY: PC7/PWM "! „'e tVx 1\ =.`,ham "``'74. r"•.�k n x x ELECTRIC - SAL SCIMECA EXT. 6957 ENGINEERS 0 SURVEYORS s. WATER/SEWER - LYDIA SANTIAGO EXT. 3402 ENVIRONMENTAL SHEET NO: Nw t % GAS - BILLY DUPRE EXT. 4705 ` EX. CATCH BASIN � / THE Nwl/4 SECTION 20 10250 VILLAGE PARKWAY r 12' E INV. 14.01' +s O 6 x AT&T UNIT 201 `. 12" S. INV: 14.96• O 1-EX. CATCH BASIN 69 xr66B CABLE: GREGORY VORCE PORT ST. LUCIE FL 34987 .' (I •BS. .J 4I _ RIM: 1NE9 14.04• .. x�6�g 8 >��4 Xts9° xra,69 'g3.. (321) 386-9494 `� 1 772-�62-24JJ .� x EXISTING & (( 12 W INV: 1430 rsep "' .^!wvnra.edc-inc.com DEMO PLAN 3 4 5 6 7 8 •t ., sG! k :4'.Yr 1g `a"i,;T. F., ... c3. a: Y,t-'.. h.`v'.;"`1A kMkk }e) „rci> w�{:V:i'+"'�: �i: x'i Er:Yt ,:e,a �s, I .. 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 ` NOTES TO CONTRACTOR: (U m REQD. CONTRACTOR TO VERIFY LOCATION OF EXISTING GUY .. k} _ _ ._ ....... „ ..- 1 . EVERY EFFORT HAS BEEN MAD T RE THAT THE BUILDING INDICATED IN WIRE AND COORDINATE T: x z u-,.•,x,' O S E O ENSURE G WITH ENG NEER IMMEDIATELY WITH ;% "` � � �` '� :1. ✓.` ; . x �,Cu „ ,„ i �� ;� ,, ,, ` tom" . ,' z THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND W o d oo .<' ANY CONFLICT WITH HE ROPOSED SIDEWALK `- <: M X> FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO p N A k ✓ y j S, „XJk �, •y 'SJ' ` :i> �i i< :, ,. %` CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THE C " `� r oO - � �3•', , �'` ,'�...�` % ��`..� � 5.� .k'`�'`,-: ., G B U G O O SE � r f r PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. 24 WIDE ✓'. , .. :C 1 \ , ..,'..44J�� �` �`.!�" ?,, <.-, ,`.y,., '•,`�' •- ' � 4' � � • +`� "� ` `�' .'. ' RE D. 7 WIDE CONCRETE SIDEWALK THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY � o �¢ .. �+, d• d� ;..r r. T.x,r u, HE MOPLASTIC' \ Q C o x cc3, r , , ' . _ DISCREPANCIES ARE FO UND. (INDEX 522 001) ->n,o BAR P X, �"w C(TV •-+ .-� i T \ f xe �( ;. ✓ 1 i< , I x 'x x. n x U) G E x O I i c X Cn ' k X T r > r9 Q i ?Wm I v QO� C x ( `' Y o LU In X ff 1 r; l + (#X ( C IN \ y Iyhx\ j 4 f F*' FI < ✓`h K ' p Fk C0 < r � XI T O ; x, k X ti W I z � F Y O-� Q L FI �' y O X. X fr i OIr Y �C d W C rx b C WO 1-- ir C, P X Y J� Lij z x X k r`x x x� r x w a_ L O x y L, d X K Yl X X \" <" I t < < l v � :?6iMURG6raivri:,: �R:Jo-RiL:4 {ice J BENCHMARK CRF 0 CAPPED ROD FOUND F CRS Q CAPPED ROD SET > ROV�L— RIGHT-OF-WAY w PROPERTY LINE zo — — PROPERTY LINE (ADJACENT) — EXIST. EASEMENT LINE A DPP EXIST. OVERHEAD UTILITY AND UTILITY POLE G w o 'I o N o 0 F o �— GUY —DPP EXIST. GUY WIRE AND UTILITY POLE q N o W W EXIST. WATER LINE W7 V1 cV M d' Vi ss ss EXIST. SANITARY SEWER LINE ~ TEL TEL EXIST.. TELEPHONE LINE 0 EXIST. FENCE LINE _--_--_— EXIST. PIPE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB e..J ®CPR EXIST. CONC. POWER POLE EXIST. LIGHT POLE' EXIST. WATER METER D4 EXIST. WATER VALVE � , 71 _ _ EXIST. FIRE HYDRANT � EXIST. ASPHALT PAVING " y EXIST. CONCRETE �a PROPOSED LIGHT DUTY ASPHALT r� PROPOSED HEAVY DUTY ASPHALTpT PROPOSED LIGHT DUTY }. CONCRETE (BROOM FINISH) F� .` PROPOSED HEAVY DUTY ` • CONCRETE (BROOM FINISH) wflZ z ` 1�' .,.,y I 0 �Q r, S 5/8" IRC 00 I O w 15.00 53.00 F (LB80 8) a C U ELIVERY PAD/V/ DUMPSTER ENi�rSGFiE' I d I a ' I FND 5/8"t CO / r (NO ID) r O 1.z9' N READ., 90 LF 8' HIGH WOODEN PRIVACY FENCE I 0 45.50 PROPOSED JOINT LAYOUT PROJECT NO: 1646.20 f 1.26'E t N I ® 0.00 DRAWN BY: ZAM/PWM PROPOSED EXPANSION JOINT _. " ' I y PARCE ID: 2420-221-0002-200-1 I I I O �° Q O CHK'D BY: PCJ/PWM OWNER 1:KHADIJEH RAMEZANI GRACE ---------- PROPOSED -- SITE AD ESS: 3704 ARNOLD RD I PARCEL ID:2420-221-0004-000-3 I I CONTRACTION/SAW CUT SHEET NO: 4 OWNER 1 :SYLVIA E PENALOZA JOINT VACANT 4.00 19.50 SITE ADDRESS: 3700 ARNOLD RD SINGLE STORY RESIDENCE WB-67 feet STRIPING NOTESC2 Tractor Width : 8.00 Lock to Lock Time 6.0 Trailer Width 8.50 Steering Angle 28.4 STRIPING ON CONCRETE SHOULD ALWAYS BE YELLOW'. : : Tractor Track : 8.00 Articulating Angle 75.0 SITE PLAN I STRIPING ON ASPHALT. SHOULD ALWAYS BE WHITE. «: Trailer Track : 8.50 4 3 5 15 1 2 3 4- 5 6 7 8 9 10 11 12 13 14` 15 16 ' I I � \ ., �, :?�?`{�/`'�•"> :.' �oc ,.\�`.x',•!`'.?C`'� F ');.}-. k/'' J\. ' y k "/'CX S'-I �n ,Yn •�'.., c+).. y � � lx i, k. / n �j �.A.l :r ,'J:.�x , ,� . "/x" l' Y j` .L1 N : Y�.t �.... ,/,: � .. ;: •' ., ,/\ , „ , , -_. h. ., X, ,^,. htx .,.:,� r ,� a+ � ,a yr , Zy � C�7 t\ loo r X k K N ,h„ � �' :. , �' ", •, s k' 'X \ `: 'yr, ' N C �it H O �Mii w ' fi2:�x• ?"w� '7 ..� N .y X / Z k G� r _ U i v \ x F . , .✓ :✓: \ r C.:l.. 7.\.:y'. /\Jil .. _ s .:. - " - _ .... ., . -. Y+. ...?.'' ... s. -. ...X.'.. s .2'_ _:C.. ,.t .-......`S( ry ...- . __ ..1.. ".... 'C ai Ci Af �/. i to R , s�-�O�liir O s E — [fiE'k'� ORE — —p a� [) :.K• UGE UG "-._.. I: .OHE—W O :'',/\'�:'•! h\'��Y UGE '� EHHL �/ „'_ _, _ i `_ . ,. P j , x GRAPHIC CALF �m .: ( C �[z ,..._ r T :.... NF+:: ,... • I POLE 30 0 30 .� Cq ' <, ^ � ' EX. UNDERGROUND 6 UTILITY EASEMENT (ORB 725, PG 2 61) Ciro s F : ; T l 05, WITH t1; ELECTRIC LINES EX.' TRAFFIC CABINET { r:.. pq f`! -<u < � DROP , ,; ,-. ' (IN FEET) .,. , r` >, x r� l I 15 LANDSCAPE BUFFER r t x SET 5/8" IRC I f 1 inch = 30 ft. "C3 7. x,,,� II.. ,(.6680 w�. -°, UME T SIGN x a " t r f V , t� / J „ WETLAND IMPACT 1 Ij 1 �,x. ,;>y °\,:���;• .„ � :: � � ,SHWT — APPROX. 14.50 1 I u�`;,%%y�f '..: I ; ` _ �• .-. n.: I ' : I I _.__ „n•>.'�..r`l.. ,'� ,__ \ \..... x,',' __ > '�� _ ----" ----- G � O W ¢ IQ 0 0 0 0 0 N o d' g �O �O h jjSSWQii CV "i 4 vi � jT `4 4� �pf v: q a *n 5 4 M1, k I, L� t - 1' PROJECT NO: 1646.20 DRAWN BY: 7..AM/PWA4 CHK'D BY: PCJ/PWM SHEET NO: C2 / A) WETLAND EXHIBIT 1 2 3 4< 5 6 7 8 9 13 14 15 `i I � REQD., REPLACE ANY SIDEWALK REMOVED FOR SEWER INSTALL WORK NOTES TO CONTRACTOR v N REQD., 2 X10" S DB STRAP SERVICE SADDLE AND VALVE (u M _- _. __,_ ..._ __ . u V -.G— GA9 'Gas— GAs — G„s zs g EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE [y M —GAS—C;A-S-=��95�-:-ZSA�--�GAS,—"i--G'FS ��GA���—�T'GA.�.--'.-GTS—'. GNS-�-'Grva. GAS—G4$— . .A$. .. -f^" , �-�^G ,.—�- ST GAS —aGA5 .,,. GAS.. RS ....GAS, : �. C+AS .CBS. GAS.. �gAST GAS. GA9 �. IXS GAS.. ...GAS*��GAS �.: EV Ei W �D or °.cis . u' .. .. r. r.:i. ...... •.. r. , ,,: •%..e . .. K1 `ry 10 10 "•'"s,'1k lo'ssr7n—`a—r14 s8hk•; to"ssFl!--r—�•�-"` K. ,., 2 Jo"ss^u �o^ssFl�-BkihRBRMt10 8 10 is sseu o. ss y' m. o ssnf 1 ssty —10 10"sy. ,., o' q ,n M _ _.._. _-___-. _... __.__ __ ._._..- --_.. ..-.:_ . _ ,.._.-__.._._.._,__ __-__ __ _ __ __w._.. - . _ ___.-------.____-- BUILDING INDICATED IN THESE DRAWINGS MATCHES THE A _ -- - n m N A O N it 00 <y ,.. T Z ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT w `o "o m k X SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM m AGREEMENT BETWEEN THE BUILDING FOOT PRINT o " c� nV ,X. a y THE AG o .. y, d ''`' SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR .0 x a r SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. o II REQD., MINIMUM 12" SEPARATION FROM WATER LINE B v cN � °' O � Q L4 II L A N o s c a P E D E D I a N Q 2: THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY o `N' O B I I E SHEET C6) EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE (LE. o N B a w SEE PROFILE II __ o \ x,... � ,;.,, ter, x� � ,. •v, r r,.,rjY%nn�.,v,'r t � ::,X m... ,.. ,.. ,.f„y-, � z :� PONDS INLETS ETC, c , '1, ..,,-. ...f .,.4.{ . ?. ,. , , 1• 0,�. � O "APPROX. 12 LF Z HDPE DIRECTIONAL DRILLx �, > • . � %� r `� � `t GRAPHIC LE SEE DETAIL SHEET C14 X � } (SEE ) . x, ... x "'' NtSnx"* i. ;.. >>!>. �. 30 0 30 bA co +'' h.. .. x 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN q L e' x,k�, x,, _ , -' . RE D. GRINDER STATION CONNECTION S-16 � o � 5 <rxk %�' ^, , %u'>;x `'h`�'' >' x �� � � � � � '� � ,• � ' � .<' �' .SEE DETAIL SHEET- C14 LINES TO ENSURE THEY ARE CLEAR AND IN PROPER WORKING .� `v tie < ,. k�' .,c .. ,. ,. x , . .. •� . " ,- .. yf; `x� �: � } �, � . ,�,.. � }h £ �,,, x,, k,?y ._ �; X • x ;� ORDER. PROVIDE VIDEO TO THE OWNER. (IN FEET) 1 inch- 30 ft. _{, :,:ytr,A .; .r..v x?,�v`,' ,., < .. , ,•. . i ,�. „x ;;�`ry ,...�'.. n "' ' �%> ., I. (J :� ,3' k 4. AFTER THE STORM DRAIN SYSTEM IS' COMPLETED THE bA II � _, .._.. :--,-, . _.;,- .--:•.-. _ .. ,. .: . - ...__ t ., . , CONTRACTOR SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO � : ,: O r. .. �TCHHi--. TO THE OWNER FOR REVIEW. C _ �- : I OHE,i.£.�} £.< ...., uce �R�R ..� a �.::, ` r3.'�. EHHO® oHE_ �. .I. P� POLE ", r I t'� Ex. u6 UTILITY EASEMENT (ORB 72s,Pc256 I C U WIT j 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE a ELEx. TRAFFIC CABINET "�;oq D P di FOR THE DURATION OF THE fn PROJECT. k15' LANDSCAPE BUFFER .: SET5/8 IRC ir} aj p LB8098 I. .. k . • - - V. p^( zsYARD sEBncR I . ALL EARTHWORK SHALL BE PERFORMED IN STRICT v .. • xx ,£, � - •. 4 MONUMEN SIGN p t COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. O >;c ,d> REQD., 3/4 IRRIGATION METER (W-4A) h',. .._.. I'---'"' ,. ' ,; r .,` ,,.r } xr SEE DETAIL SHEET C13 p:, „ 7. ALL CONDUIT LOCATIONSFOR POWER TELEPHONEAND .Yc REQD., POTABLE WATER METER (W 8). j .. �' =.v,. <�,, 3., D„ ;r, �;,," LE SHALL BE COORDINATED WITH ARCHITECTURAL Y}' ^;< xu x, I (COORDINATE WITH LOCAL UTILITY) CAB S L COO C TECTURAL PLANS �'`, £ X;, <n„n}„ w '' _ , RE D. APPROX. 190 LF 1 HDPE WATER SERVICE AND LOCAL UTILITY PROVIDERS. X >Y. E m. 4x� ',• x T;, , ;r 1Y''. ;r+,F}X e : }:'/X`,.'�a�v .. uKlf L f .., . > Y i ; .'•: \ REQD., 2 X6 SS DBL STRAP SERVICE SADDLER � (PER STD DETAIL W 2) Al � i}j:., ti;�;< I. •I } ... :,.. � ..' �„ciY,.'.+-:', .', .!S ,+5.''- .. _ ���„ T T,,,,��I x ' =�J� :`�>,}i� } ,+t c'' : � •.. ..... _ _ - : _= — - APPRON 30 LF 2' HDPE SDR 9 __...INSTALLED VIA DIRECTIONAL DRILL AT 36" MINIMUM DEPTH 3 E. (SEE DETAIL SHEET C7 & C14) > ( I exlsrlNc BUILDING s *� FFE:17.85 EXISTING BUILDING FFE:17.99'3 :. �`:�:'<I'+ 'M I I LEGEND . `, � F I Lu CID . � x `c � v�y X n >w I'� � � — I ♦ T �c q n �,I BE=NCHIVIARK - k� _,.._._. < I CRF A CAPPED ROD FOUND „'h > ;r I I iI R 3 I CRS 0 CAPPED ROD SET RIGHT-OF-WAY � ;. .. .xt „xxl.;';.: iJ:: .'fir'. .�j�x\£` ;:.t . , : .. •.. ,.. 1 . _.I K, X` 73.6 . ;, .. : _ :: — — PROPERTY LINE 9 C YrXX:7<�.�,� v PROPERTY LINE (ADJACENT) w I a k; <, ^ 6 MAw REQD., APPROX. 315 LF UNDERGROUND ELECTRICAL CONDUIT ol ,�r ' yfril„ I �y,k .:.. i,uX:`? � _--__ £.,`•. ,,,. max: %•_Y.£: ,,Xx ✓al. .\ .T, ..1. ] 0 -. _. -�. - _ .-. ml f,dtgtx.DETAILS)z V1 ENTRAN� COORDINATE WITH LOCAL UTILITY AND MEP PLANS FOR � .. t':+ j � ( — EXIST. EASEMENT LINE o ' r ,.I .:yx,x �,:�•;:. ,Y�:x'4,. r�.w;^I `,_, N w } ,1,, ROUTING ONLY SHOWN ONCIVIL PLANS FOR REFERENCE AND EASEMENT PLACEMENT " O d {{ I pP 3°� U PP EXIST. OVERHEAD UTILITY AND UTILITY POLE O w SUBJECT PARC LS o GUY EXIST. GUY WIRE AND UTILITY POLEO80 CAPPR 1 'r7 oU r r ::z k < • 'N - Q u w „ „ --WyV EXIST. WATER LINE N N o % ; x V < Z J > a PROPOSED ) I CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES LINE SPOTTED BY o r. a ( I x _ 0 z a N BUILDING # I; I CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES SS_SS_ EXIST. SANITARY SEWER LINE Q N v D X o 9 I ' FORT PIERCE UTILITES AUTHORITY (; z w ' ( TEL TEL EXIST. TELEPHONE LINE N M 9 100 SF wui w g ANA M. JOHNSON, BUSINESS DEVELOPMENT OFFICER o I w a o j o 206 S. 6TH STREET, EXIST. FENCE LINE w z a - 1 I ELECTRIC WATER SEWER GAS: FORT PIERCE, FL 34950 — — — — — — " !! — — — — EXIST. PIPE o 1600 EXT. 3012— — — — — — — — — — — I� Y � O p � REQD APPROX. 386 LF Z' SDR 11 HDPE (772) 466 �o I z a F. 19.60 „u PROPOSED SETBACK LINE I ELECTRIC SAL SCIMECA EXT. 6957 I I w In WATER/SEWER LYDIA SANTIAGO EXT. 3402 N I PROPOSED 24" CONCRETE CURB &GUTTER I REQD., APPROX. 124 LF 4' SCH 40 PVC N ``` l GAS BILLY DUPRE EXT. 4705 @ 1.00% MAX 19 AT&T PROPOSED 6" CONCRETE CURB 0 4✓ ( REQD:, 4X4 TEE WY EXIST. CONC. POWER POLE 'II E RECEIVING Doo s m CABLE: GREGORY VORCE ® CP (321) 388 9494 W � , � - EXIST. LIGHT POLE Q 68.78 „ ' _� — I I ON EXIST. WATER METER Q� a REQD:, TEE WYE D4 EXIST. WATER VALVE ?-- a W/ CLEANOUT cn a EXIST. FIRE HYDRANT s w o' LANDSCAPE BUFFER I REQD.; PAD MOUNT TRANSFORMER WITHIN EASEMENT INV = 15.77 ® I (COORDINATE WITH LOCAL UTILITY AND MEP PLANS FOR DETAILS) �••� S89°. 57' 19"W 255 31 r—{ 4Z 4/ 1 K{\/ LOCATION ONLY SHOWN ON CIVIL PLANS FOR REFERENCE AND EASEMENT PLACEMENT EXIST. ASPHALT PAVING MOC It " ry (LB80/8)IRC u N ) I a 10 IN ( 70.00' 107.42' U —_ IC .'1h' FIND s/e" CO ELIVERY PA f/ DUMPSTER EN_QL p� C EXIST. CONCRETE C N 1.26E REQD., DUPLEX GRINDER PUMP STATION ® �( z RIM = 18.50 E� ¢ I INV = 14.92 I PROPOSED LIGHT DUTY ASPHALT u 9 a REQD., APPROX. 85 LF 4SCH 40 PVC @ 1,.00% MIN PROPOSED HE •^^--iAVY DUTY ASPHALT [� � a-�•1 I� J a PROPOSED LIGHT DUTY COA 81N C _ CONCRETE (BROOM FINISH) �i i I PROPOSED HEAVY DUTYa ° ( Ice I z I CONCRETE (BROOM FINISH) t n EXISTING RESIDENCE EXISTING RESIDENCE FFE:17.22' FFE:18.06' � tip".-_ < < ► I p SITE SURVEY PROVIDED Y: <� Z , ~aa Cyr00:} C w m p — } m p a a m PROJECT NO: 1646.20 � �N'-• a -N 13 N z -.t' u g� ��" � s DRAWN BY: ZAM/PWNI m ^ maw .� „_,,,.,. , — fi g PCJ/PWM NOTE: � c1-II�'D $Y: Y .. II��'' ONTIRACTORTfVo ENGINEERS Q SURVEYORS 4 0 STUB OUT UTILITIES TO WITHIN 5 OF BUILDING. COORDINATE WITH PLUMBING ENVIRONMENTAL SHEET NO: ,,'`. U BING PLANS FOR CONNECTION %�. .._„"-vYYv ,• ?ht:x'i�a. �x...,`.:;:k d` .:F.,- ..-a.z w ' „ .: �. :k �'%"'''',� I 10250 V PARKWAY p r1w 1/4 of T11e Nw 1/� 9Ecno+v zo x " VILLAGE PA _ '�� � EXISTING UTILITIES DISCLAIMER. EX. CATCH BASIN . ;. N RIM:16.s1'j_ , .. , .7: .. UNIT 201 12" E INV: 14.01' x EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION, PORT T L CIE F 4 C3 12" S INV: 14.96' $ U L .; 987 n Ex. CATCH BASIN as � < 23X ue X 14.00 CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE h 772-462-2455 p� 12" N IN X PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY ®F GEO C?L UTILITY' II 12" W V: 4.30, ? ANY DISCREPANCIES THAT ARE FOUND. II. 12" W INV 1430 �www.edc-mc.com PLAN 1 2 3 4 5 6 7 g 9 10 11 12 13 1 2 3 4 5 6 7g g 10 11121 13 14 15 16 REQD.,CONTRACTOR 0 CLEAR EXISTING VEGETATION TO ENSURE POSITIVE DRAI BENCHMARK NOTE: M ,..' \,.� „. ��. ,n WITHIN THE EXISTING DRAINAGE DITCH RIGHT-OF-WAY ,�: , t � ,. • 'Y- xl \ K x X ' a _`• - s, r ,• S T ?h' J h�( k REQD., REMOVE RIM AND RESET EXIST. RIM ELEV. TO 13.15 CORE DRILL AND INSTALL RCAP (S)18"X11" RCAP INV (IN): 11.14 C r$X LLJ x 4t ' y;IX r D < '' { REQD.,,127LF'18"X11" RCAP @ 2.00% I ' \x/vf - Z. X v F r��>'9Xr6�0J �..��r. REQD., 89LF 18"X11" RCAP @ 0.25%, 1lh��r/sa � X, REQD., 3:1 18"X11" END TREATMENT INV 13 69' �I v t r REQD., 4:1 18"X11" END TREATMENT INV. 15.00 n REQD., '6 EA. 6" HDPE INV. 15.50 W/ RIP -RAP AND FABRIC x x Y KKK a i � �^ V y X. w \y i� K , y 'K W 2 uh x o - a fX ,/t / LhX' } k, " X Y v x e x x xz "> " ,%' < , j SEE EXISTING CONDITIONS SHEET C1 FOR T.B.M. sA M M 1 Y, nn X: x, 4" (LOCATIONS FROM SURVEY) W M 0 d o0 ': �( y Z!,\OM ;`,%' � y '`y.•' i`t ,r. , •..�t�,. J^ .'C'�t \� x '`, F, i cC�� c'3 '^. cV � � (�n.�~I"}. .,. / �l.. tx„r /'•.1Sx t. j \Y l" nf. Y\x \ a, �yyyyi %C yy r h x Y I o N C „ s � w s...g. s a 1.� V .. .. "d _051 . , j . rn � r s a e a � O 1 .60 > o - � 1I {e � M x a� V i IS 4 Fi N .9 a S +-i 4 4 O m b . 4.. -IT- ca V i ^�1TIIi IG xts� -uce uce - REQD., 72" DIA. CONCRETE BOX rs P s wNn�Ow ie - - - - - BROOKS BOX OUTFALL STRUCTURE < x g I( / s EX. UNDERGROUND �' r6 UTIiITY EASEMENT (ORB 7 5, PG 2561) yi 1i `0 o o� 16I(SEE DETAIL SHEET C12) LH: 6 .� rs �, ELECTRIC LINES EX: TRAFFIC CABINET GRAPHIC SCALE 11 v x RIM ELEV = 18.50 OP a s p ?I "24" DIA. NYLOPLAST RISER INV = 16.75 20 0 20 18� �. 18 '#II �� N 3" ORFICE INV = 15.45 .,I v 1 17 �3 SUMP INV = 8.00 E: ( IN FEET) m. a lfi, r� (S)12" HDPE INV (IN): 15.25 I i inch 20 ft. n: r4a Ir �, " E 12" HDPE INV (OUT): 12.07 x OAK iN C)OAK 81 r6a 6 Results'%ith 1fi hTailwater 14.15 , Design Storer Discharge Peak Pond!#1 Rate (CFS) Stage (tit) Pond Config Info FDOT 100-yr, 1-hr Pre 7.64 1648 Past 0,70 Peud # I Information FDOT 100-yt,2-hc Pre 7.05 1579 T of Berri 18,00 BotoffPdnd 15.00 Post 1.01 FDOT l0ti-yr, 4-hr Pis 541 16.96 SHWT 14.50 TW EL 14.550 Post 282 FDOT 100-yr, 8-hr Pre 6.07 16,93 Post 2.57 FDOT 100-yr, 24-hr Pre 93 16S4 Post 1.11 FDOT 100-yr„72.hr pie 9 1, 16,78 Post 069 SFWMD25-yPre x,72iu 1684os _ P 1 603 Note: Tailwater elevation of 14-50 is approximate flow line elevation of the grate inlet in gutter of Virginia Ave. PROPOSED RIP RAP W/ FILTER BLANKET MIN CLEAN SAND FILTER RETENTION BASIN tA BOTTOM ELEVATION = 8.00' GRADING (SEE NOTE THIS SHEET) PLAN 3 4 5 6 7 8 9 10 11 12 13 14 5 Storm Event Rainfall De th Control Elevation Parking Lot Pond Perminter Building- Finished Floor lev Comments Min. Required Elev. NAVD 88 Proposed Elev. NAVD 88 Proposed HW Elev. NAVD 88 Proposed Min. Elev. NAYD 88 Min. Required Elev. NAVD 88 Proposed Elev. NAVD 88 5 Year- 24 Hour 4.75 inches 15.45 15.76 17.00 25Year-3Day 9.51nches 15.45 - - 16.84 18.W - 100i Year- 3 Day 11.0 inches 15.45 17.54* 19.I)0 * W/ Zero Discharge 3 4 5 6 7 8 9 10 11! 12 1 13 14 15 16 m OM W�N� q Z��0 GRAPHIC SCALE O a VV Q Cz IV am, awl "✓' _ 10 0 10 N 0 as - I a� w x � to ( IN FEET) Q w ° W v 1 inch = 10 ft. � Z c N :kEpF t ,� a ,. 4 I S( '' •/ , \r :r ', '.;. ` .l /`-.,r' °'^ �/ +, "N" 'E B pP/ ., i , r , ��.. : � f / v >"�. % v � • � � ..-I xx /` , AAA(CCC y : v � ,.REQD., 2X10 SS DOUBLE STRAP SERVICE SADDLE ANDVALVE. �„� �� I � � � a� i D s /APPROX. 120 LF 2" HDPE DIRECTIONAL DRILL ' v� � , ' � z h U (SEE DETAIL SHEET C14) Nx t , 1{�,'•� N x v ^, ,. a �x o +o + kl + \��5x\ 999999 °' ti � • — ?% 'per 'X ./�`� ,a. �, \ / `•, co 16 ¢p -� O REQD.,MINIMUM 12" SEPARATION FROM WATER LINE",%' - --- , ` (SEE PROFILE) y; �k a I \ N �; , \REQD., REPLACE ANY SIDEWALK REMOVED FOR SEWER INSTALL WORK j -- -- - ----- __ -� / / X / LU ( l-�'*..1 �' / / \ /. \ Y' .'`\..sf� / ', / 1'� /" J -i I r.. \ r .p'�� -- K 12.00 0 -II-� -r - ? _ REQD., GRINDER STATION CONNECTION,(S-16)'' Q C) ® --------- -- _> mlli ', ` 'x (SEE DETAIL SHEET CI4)�k---- REQD. 72" DIA.,CONCRETE BOX-, -�_, _ ,� U ti H _ ------ ---- _— _ ------- aC cn '`- - —' "BRO KS B X" OUTFALLSTRUCTURE /` /'�\ i I — — W L SEE I ETAIL SHEET C12 /ti r i\, W J d (n - _ — -- -_RIM ELEV = 18.50 p W - 24" DIA. NYLOPLAST RISER INV = 16.75`' / `x � W % `. 3" ORPICE INV = 15.45 �\ z 0 i _ REQD., 3:1 12 END TREATMENT__ - �� SUMP NV = 8.00 f X O 0 Q J -- - INV. 12.00 --- �A (S)12" HDP INV (IN): I ._ Z W rus v�ss :Hiss n�ss rwss rass Aiss h r�,�_ _ ,� ` f s� russ �. x x. Q (E)12 HDP INV (OUT): 12,07 ' ✓ \ I x U o� o z W Profile View of Virginia Ave Directional Drill \ J Q Scale: 1°'=10' Horizontal QQ n_ n EX. CONCRETE SIDEWALK, GUARDRAIL, LO C3 0 1 —5 Vertical AND CURB & GUTTER co LL O' PROPERTY/R.O.W. LINE EXIST. RAISED MEDIAN (VIRGINIA AVE) -_ X�� = z W REQD., CONCRETE SIDEWALK Station J H.Q O O O O O O O O o 0 O O O O O O O O O O O LwL,. •Jl O o o O O o O O O O o O o 0 0 O o o o O O " o 0 0 o O o 0 0 0 0 0 0 o O o 0 o a CL o o w M v ,n m r m rn o' w m v b m m m a + +0.5P91 1,7 ]6 Lu 0 0 00 0 3 83 0+ @g, .65 0+5 2I Q - > 20.0 °20.00 Q FINISHED GROUND REQD., CONCRETE CURB & GUTTER (REPLACE (EXISTING) z BACK OF EXISTING 6' EASEMENT LIJ ry, 0 — — U O - — — EXIST. GROUND (VIRGINIA AVE) _ [CROSSING PIPE: EX. 12" WATER LINE] CONNECTION POINT: EX. 10" SSFM @ 0.00% APPROX. STA 0+60.17 STA 1+59.75 J APPROX. TOP: 11.14 APPROX, BOTTOM: 10.10 APPROX. TOP: 10.86 APPROX. BOTTOM: 9.98 zz m - _ MINIMUM 12" SEPARATION AT CROSSING -- 2 ( ) (CONTRACTOR TO CONFIRM LOCATION BEFORE PROCEEDING WITH WORK AND U o 10.0 — COORD WITH ENGINEER AND FPUA IMMEDIATELY WITH ANY DISCREPANCY) 10.00 w z � i I i O I I APPROX. LOCATION EX. GAS MAIN 5.0 ------ } _ _' APPROX STA 1+62 75 [CROSSING PIPE: 28LF 12" HDPE @ 0.25%] REQD., GRINDER STATION CONNECTION (S-16) STA o+ ls.s2 (SEE DETAIL SHEET C14) APPROX. 120 LF 2„ HDPE DIRECTIONAL DRILL TOP: 13.20 BOTTOM: 11.87 t< `! (MINIMUM 12" SEPARATION AT CROSSING) (SEE DETAIL SHEET C14) _ I t D'D 0+0 90 L i 0+3 83 0+ i Ims Be0+5 47 0+5 W O O O O O O O O O O O O O O g O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O t O N O + + + t+ I+ + O O N + V b + + + + + + + + ` ♦ - # 4 b O O O O O O O O O � Station REQD., 2"X10" SS DOUBLE STRAP SERVICE SADDLE AND VALVE'= a TOP: UNKNOWN BOTTOM: UNKNOWN (CONTRACTOR TO CONFIRM LOCATION BEFORE PROCEEDING WITH WORK AND COORD WITH ENGINEER AND FPUA IMMEDIATELY WITH ANY DISCREPANCY) 6 .00 O O O O L ° z Q y 0 u 222d O W O N O O O V] ri CV ri IMF PROJECT NO: ` 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: f PCJ/PWM SHEET NO: C 6 DIRECTIONAL DRILL PROFILE (1) h1 Q C D F J H K L 1r N 2 3 4 5 6 9 ( s y 11 2 113 �`LLUII\IV LIIVLJ L � C k: \ / /.. , X `^ /AI, A. rT ,4 \/ f '7 — - — — REQD., 3/4" IRRIGATION METER (W-4A) � 'NkN / y ,- " E Ix k I r. --REQD., 3/4" POTABLE WATER METER (W-8) 66 `X (COORDINATE WITHLOCALUTILITY) _ ,v / W REQD., 2 X6 SS DBL STRAP SERVICE SADDLE I I ~ I o _ X iC rr o (PER STD DETAIL W-2) xX_ I I \ - o _ L IF) r , 7-.- REQD., APPROX. 190 LF 1" HDPE WATER SERVICE_ \! co h', / I I I / .I �� i� �� ) 1� APPROX. 30 LF 2 HDPE SDR 9 -60 p.Q.C. ._� INSTALLED VIA DIRECTIONAL DRILL' \ �INSTALL %.1 \ % Y l6 X,48 f��.. 1P / \� ,.nT''\ •. '. � ,.. % D�.r/ ! A,' '�/7`•X1q� x�_ '. 17.80 1'.. e e CT /\ A- I 16 17.30\ 46 _.151.7,0 — 7 n.. zx I k, 15. ® .00 T.O. 5651 14- !'a. ✓ A ,/\ ✓w ,�. %\ .il i(`�� ". .,•'V A../A /S'. k. l�, i ;:�. Ylac,.<.++.fuf�2 C O W 10.0 O O O N O + APPROX. LOCATION EX. 6" PVC APPROX. STA 0+90.32 TOP: UNKNOWN BOTTOM: UNKNOWN (CONTRACTOR TO CONFIRM LOCATION BEFORE PROCEEDING WITH WORK AND COORD WITH ENGINEER AND FPUA IMMEDIATELY WITH ANY DISCREPANCY) REQD., 2"X6" SS DBL STRAP SERVICE SADDLE (PER STD DETAIL W-2) Profile View of 38th St Waterline Directional Drill Scale: 1 "=10' Horizontal PROPERTY/R.O.W. LINE 1 "=5" Vertical REQD., 3/4" POTABLE WATER METER (W-8) AND IRRIGATION METER (W-4A) Station (COORDINATE WITH LOCAL UTILITY) 0 0 0 0 0 0 0 0 0 UID P 00') N O O O O O O O O O O O O O 0+0 53 O+C 3 0+0 00 20.00 H 59 1-0167 110107 0+8 EX. ROADSIDE 147— SWALE (SEE GRADING PLAN) I f TOP OF BERM: ismREGRADE BOTTOM OF OND: 15.00 1a0 07 0+8 157 0+6 K97 70+0 53 0 0 0 0 0 + + + + O O O O Station [CROSSING PIPE: 127LF 18" RCAP @ 2.00%] STA 0+53.84 TOP: 12.91 BOTTOM: 11.49 (MINIMUM 12' SEPARATION AT CROSSING) m (D 5.00 w O m 1. Z, 0. 0+4.3 0+00 10.00 O 0 4 O O O S O a o 0 0 V M N O O O O O O O REQD., APPROX. 190 LF 1" HDPE WATER SERVICE (CONTINUED TO BUILDING - SEE UTILITY PLAN) APPROX. 30 LF 2" HDPE SDR 9 INSTALLED VIA DIRECTIONAL DRILL AT 36" MINIMUM DEPTH) 4 5 I u 9 i) 12 13 14 15 16 rn a� W d M W A Z t 0 PFm GRAPHIC SCALE 0 a° 10 0 I � w's ".I—.� nv •� M � R3 N N (IN FEET) Qw ° Ox.� 1 inch = 10 ft. o O ON N o~.~n � - aNLYiOW O vo a bA ao � N Z on C o r IL z - °o U O rvrc��ppy 15 16 STATE OF <v� F W W PW. c p pp E N N N (V w O C a m i-1 00 d- M M ) W w CGQ w PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: N `j / DIRECTIONAL DRILL PROFILE (2) 3 I 6 17 18 9 10 111 112 13 114 115 16 PROJECT NOTES COLORED TOOLEDISERRATED SLIP M t1 REST SCANT SURFACING gN°IpR TACTILE WARNING OEVIOEAG q' C �(\-� REQUIRED BY AMERICA NS WITH • �,^ M p,y SITE NOTES DISABILITIES CT 4C.SeenS.1 W �4 V SEDIMENT CONTROL AND STORMWATE MANAGEMENT NOTES GUIDELINES AND CODE REQUIREMENTS M M tag N . 00 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERAL 1. ALL EROSION CONTROL PROCEDURES SHALL BE INSTALLED AND AINTAINED IN 1:10MAN,SLOPEPAINTEOYELtow C ° g N _ 00 .-1 c� N �. cB .� (71 M M LAWS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OF THESE LAWS AND ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVI ON ENTTAL PROTECTION s BOL ARo, 1' a BOLWRDwRXgOOE561BLE STANDARD v d , 1r i 1 cct tom^ C� STA"°gpE PARKING SIGN. q8 REQUIRED. gC°ESSIB ANNIN° in REGULATIONS HAVE BEEN MET. STANDARDS FOR FDEP PERMITTING. PARKING PACE G YELLOW. I SYMBOLPAI„TEDO„ ---- YELLOW. ". PAVEMENT. PAINT _ ' STRIPING WITH SLOPE COLOR TO BE PER THE ACCESSIBLE 1:10 MAX CONCRETE . AUTHORITY HAYING ^ @% " jl, w V 1 3 •V ` 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 °AftN1NG81GN s`°°E BUILDINcire• 0 °P18O1C"°" - N PER FOOT ANY LOCAL JURISDICTIONAL INSPECTOR FOR APPROVAL 48 HOURS BEFORE THE BEGINNING OF PRIOR TO ANY LAND DISTURBING ACTIVITY. e`0" Q w � • b N N ANY SUBSEQUENT PHASE OF CONSTRUCTION. / M 0 �O 3. ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSED AND MULCHED IF THEY WILL BE h¢z. AOOE9516LE SLOPE p ° RIPES®u O.O: 14 to 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES LEFT N eXOPPING III ^� °� v CARTRAMPTO SICEWgLK qT+B DEGREES. .0 z 0, CV � py y� PAINT COLOR TO BE j° (•J N (li �� •' SCREPANCIES OR UNATTENDED FOR 14 DAYS. OD �a BOL gpD PAINTED q„O„ NGH. O �����a pERTXEAU MORP d O •l ro'9 YELLOW FRO NOEO°RD. I I� G JLIXIURUTION. GO GO W O V D a N ERRORS HE DISCOVERS IN THE PLANS. o U N w 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED B THE PROJECT ENGINEER vy a SiovE SLOPE s-o Q Q ONE CALL LINE LOCATE CENTER AND/OR LOCAL JURISDICTIONAL INSPECTOR. PAIN eD LED.,, o YELLOW aO BLE YELLOW N PARKING SYMBOL PgINTE° FOR THE MARKING OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR AOCESSAISLE YELLOW QNPAYEMENT.PMNT ry C MgMMpw O SHALL RENEW CONFORMATION NUMBERS AS OFTEN AS REQUIRED DURING THE DURATION OF 5. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED BY T E CONTRACTOR AT o °OLORTO°EPE° XB I� COLOR TO HAVING Y BOLLARD PAINTEDJURISDICTION. ..y CG - THE PROJECT. THE CURRENT CONFORMATION NUMBER SHALL BE ON PROJECT SITES AT ALL CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED YELLOW WITH N j A 'Q ACCESSIBLE 1"PgpNING SPACE STRIPE. .^I ----- �§ j/] TIMES. THROUGHOUT THE PROJECT. (NO DIRECT PAYMENT) O ��?/ PARKING SIGN �¢. . C BOLLAR°WRNACCE°81BLE PAINET COLOR TO BE PER PARKING SIGN AS REQUIRED. TNAUTI°RT'NAVING rl 9-0" JURI°OICTI°M to 1 6 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ANY AND 6. THE APPROVED BEST MANAGEMENT PRACTICES PLAN SHALL E PRESENT ON THE SITE FF Clio ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO WHENEVER LAND DISTURBING ACTIVITY HAS BEGUN. 0UJ Z &.Ri 2P 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 ILACED ALONG THE ATOCESSIBLERAMPSAND ACCESS L- 0 SHOWN FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO DOWNSTREAM SIDE OF ALL PROPOSED FILL CONSTRUCTION. AISLES°"""MEE ""°°DE9A"° J i 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 ACCESSIBLE PARKING DETAIL P N _ STARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. --- L p SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. ACCESSIBLE PARKING, ACCESS RAMP, NITz 9. WHEN REQUIRED CONTRACTOR SHALL INSPECT EROSION CO TR L 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 Blv PIS IN ACCORDANCE WITH FDEP. AND ACCESS AISLE DETAILS U 7. ALL WATER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST a ADDITION OF THE "STANDARDS AND SPECIFICATIONS" OF THE FORT PIERCE 10. CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED OR IMPROPERLY NTS UTILITIES AUTHORITY. FUNCTIONING BMP. 8. ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST 11. ANY SILT IN THE DETENTION POND(S) SHALL BE REMOVED AS DIRECTED BY THE PROJECT ADDITION OF THE "STANDARDS AND SPECIFICATIONS" OF THE FORT PIERCE ENGINEER OR LOCAL AUTHORITY. THE DETENTION POND SHALL ALSO BE REGRADED TO Curb Ramp Sign F7P-21-m UTILITIES AUTHORITY. FINAL DESIGN PRIOR TO FINAL ACCEPTANCE OF PROJECT. THERE IS NO DIRECT PAYMENT Face of cprb Idewalk eepu�T npoo FOR THIS ACTIVITY. id Alepeev\ �� C E N AR�!ie 9. ALL MANHOLES WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE CONSTRUCTED THREE (3) FEET 3.6 white zz zz 2z zz ABOVE GRADE 12. ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED N ACCORDANCE WITH THE EV ono/ 6. white �- -�--� -' �oJ NO 0e HANDBOOK PRIOR TO FINAL ACCEPTANCE. Spa°Od r., :Q �s Per rile * + MYi 10. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO ENSURE THAT THE PROJECT IS sa SLUE W W $ { * C OSHA COMPLIANT. 13. CONTRACTOR SHALL ROUTINELY CLEAN OUT ANY SILT ACCU ULA ON FROM THE P r = EAB ROJECTS m vrne> m w� i 7� �q ip 4® DRAINAGE STRUCTURES AS REQUIRED BY PROJECT ENGINEER AN /OR LOCAL AUTHORITY. s STATE OF Iv® 11. THE CONTRACTOR SHALL EXPLORE EXISTING STRUCTURES, UTILITIES AND PIPING SO THAT m _ o0 `z! ANY REQUIRED ADJUSTMENT MAY BE MADE. 14. CONTRACTOR IS SOLELY RESPONSIBLE FOR SEDIMENT CONTROL AND STORMWATER z s F. a rrrP.f ' oo® ®®nei®e ®es MANAGEMENT FOR PROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY , ® 12. ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BY OF ANY FAILING BMP. sap'FTP-zl 06 And FTP 22-06 Curb Ramp Sign FTP-2t-116 - THE CONTRACTOR AT HIS EXPENSE, and FTP 22-W j.. Face of Curb ' v I • Sf ew Ik 1„� 'f 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 BEIS rpl 6 I ` !S !s 1 _. NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND H 1zc5u1 g 7' 11 CIO. 7 9' 7 9 9' 12 1 1-6' White Diagonal w 14. CONTRACTOR IN RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE llTILITY Equally spared Per Aisle ` r L {. I 1 z CF CONSTRUCTION PHASE SEQUEN E s� 3 PROVIDERS AND AUTHORITIES. PROPER NOTICE SHALL BE GIVEN PRIOR TO ANY WORK W:I� W h a STARTING. MrTE m Do iI PHASE ONE _. / 15. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEDDING AND HAUNCHING FOR ALL ' INSTALL CONSTRUCTION ENTRANCE EXIT o wF • CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT ti I o w p � IMPROVEMENTS. . INSTALL SILT FENCE (SBA) _= 1;'4.4 rrPlcaL 4 ry I 9gn FTP-21-0b _ 16. CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT HIS eP and Fie z2-0e sign Frv-zoos h EXPENSE PHASE TWO orb damp �urb Ramp : And FrP-u-gb I , 4s3 s'F. W WW ppH O F a" n'rP.l n A fX W U v7 . _V O d O O • CONSTRUCT AND STABILIZE WATER QUALITY POND/Face of Curb SEDIM NT B SIN Si wait are of Curb (see Note ru ry ry ry ry • INLET AND OUTLET PROTECTION TO BE INSTALLED r 17. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA a• O'o 4. cwmrS 'D,y I g q 4: 0 a +t a o r TO RESET ANY PROPERTY MARKERS DAMAGED DURING CONSTRUCTION AT HIS EXPENSE. rrypi a� rryp)te UNIVERSAi SYMBOL OF ACCESSIBILITY a N .4m C; PHASE THREE 18. ALL PRESSURE PIPE FITTINGS, WATER AND SEWER SHALL BE CAST OR DU • DEMOLITION AND REMOVAL OF DEMO DEBRIS CTILE IRON. • CLEAR/GRUB REMAINING SITE AREAS FORWARN r v ,D fN PARKING RKING tirE5rH/rrA PARKING jV® 1. Dimensions are tD MB ce rce (tnG of markings. 19. CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT. 'FOR AGCEMBLE MARKINGS - SEE ABOVE 2. AD Access Aisle Is required tar each accessible epaae ' AA /� ���LLL I1 A when angle parking Is Used. , PHASE FOUR LOADING ®A ®T A' / AREA C� SLOPE C 3 Criteria rof pav mE R markfngc aNv: nor public Sidewalk 20. NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TO • GRADE SITE TO ROUGH GRADES L H I V V RL L L curb Jampp2raaatf°ns 4 ramp IOcanans refer ro pions BE CONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING. PHASE FIVE ° Federal St. aO Q$ s99A'"9S' 10 3t`n CDmr-is/@S O • CONSTRUCT UTILITIES(WATER SEWER) 1.5% PREFERRED - 2.0% MAXIMUM 5. Mount TP li-°@=lgn 6e,°W `nE FTP 2, °6 s.gn 21. CONTRACTOR SHALL STRICTLY FOLLOW THE LOCAL AUTHORITIES AND/OR GEOTECHNICAL a s USE Dr rhE.Pa,BmEnc srm,", to aaeSSrolB parking spa es M^ • BUILDING CONSTRUCTION BEGINS N - --" " PAVEMENT MARKING FOR PARKING = - is optional. when pavement s mbcl is used, the sins .1 is REPORTS FOR ALL GRADING BACKFILLSNG AND PAVING REQUIREMENTS. ALL RESPECTIVE Eh rer 30�Or s m high a whit° m torsi. IN A DIRECTION O TASKS SHALL BE APPROVED BY RESPONSIBLE INSPECTOR PRIOR TO ACCEPTANCE. PHASE SIX a • CONSTRUCT ROADS (PAVING, INLET PROTECTION, CURB AN G ER, SIDEWALKS) 22. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT • BUILDING CONSTRUCTION CONTINUES - Lasr 1�� OEscprPrtox: ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REVISION FY 2Q20 21 INDEX SRe6P PD PAVEMENT MARKINGS �O � REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN a/or7I9 STANDARD PLANS PHASE SEVEN 771-00T 72ofJ3 DAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER. W � • BUILDING CONSTRUCTION COMPLETED d�-+ 23. ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLE • STABILIZE DISTURBED AREAS WITH SOLID SOS SOUTH FLORIDA WATER MANAGEMENT DISTRICT � 't INST TANDARD STATE I [� BENDS AT JOINTS. • ALL PERMANENT LANDSCAPING 24. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME AND PHASE EIGHT COVER, OR APPROVED EQUAL, FOR ACCESS. • REMOVE BMP MEASURES 25. SOIL TESTING AND ON -SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT PHASE NINE GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO ' CONVERT SEDIMENT BASIN TO PERMANENT FUNCTION BY R MO ING CAPTURED SEDIMENT THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY AND INSTALL PERMANENT VEGETATION IN DISTURBED AREAS. NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED ' PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF T RMI ATION K BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT. 26. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO FDOT NOTES CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTORS RESPONSIBILITY. 1. MAINTENANCE OF TRAFFIC TO BE SUPERVISE) 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 BEGIN ING NY CONSTRUCTION WITHIN THE FDOT TRAFFIC CONTROL NOTES RIGHT-OF-WAY. 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 THA AS- UILT CONDITIONS VARY SIGNIFICANTLY FROM THE APPROVED PLANS, THE PERMITTEE S ALL ROVIDE AS -BUILT PLANS, ALONG WITH A RECORD 3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY AS DRAWINGS REPORT BY PERMITTEFS PROFESSIONAL ENGINEER, FORM 850-040-19, WITHIN 30 PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART VI. THESE DEVICES SHALL BE PROVIDED AND MAINTAINED DAYS. THROUGHOUT CONSTRUCTION. NST UCTION. , 5. IT WILL BE THE RESPONSIBILITY OF TH PER ITTEE TO REPAIR ANY DAMAGE TO FDOT \,, 4. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD LATEST EDITION. FACILITIES CAUSED BY CONSTRUCTION 0 THE PROJECT. FDOT STANDARD SPECIFICATION NOTE. 6. TEST RESULTS OF ANY TESTS TAKEN FO OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FDOT UPON REQUEST. AT LEAST 72 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION OF THE PROJECT THE CONTRACTOR RACTOR SHALL CONTACT THE7. ALL CONCRETE T OBE REMOVED SHALL ESA CUT AT THE NEAREST JOINT IN GOOD. LOCAL MAINTENANCE FOOT ENGINEER'S OFFICE TO SECURE GENERAL USE PERMITS AND/OR OTHER PERMITS AS REQUIRED CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS FOR WORKING WITHIN THE DEPARTMENT'S RIGHT-OF-WAY. DEFORMITY IN SHAPE, NOTICEABLE VOIDS SURFACE IRREGULARITIES, AND OTHER DEFECTS. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA DEPARTMENT OF 8. ALL CONCRETE SHALL BE AN APPROVED FDO MIX DESIGN OF 3,000 PSI. TRANSPORTAT ION, TION, STANDARD SPECIFICATIONS (DATED 2018) AND STANDARD PLANS (DATED 2018-2019). 9. ALL MATERIALS INSTALLED WITHIN FDOTRI HT -OF -WAY SHALL BE LIMITED TO THOSE ON THE FOR DESIGN STANDARDS REVISIONS, CLICK ON "DESIGN STANDARDS" AT THE FOLLOWING WEB SITE: FDOT'S QUALIFIED PRODUCTS LIST OR AP ROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS http://www.dot.state.fl.us/rddesign/. AND DEVICES. ` OIMENSfDNS 95° I2'-g" t2 9" )'-° CONSTRUCTION MONITORING SCHEDULE CONSTRUCTION ACTIVITY INSPECTION SCHEDULE/ RESPONSIBLE NOTES PARTY Construction Commencement Notice Once: Permit Holder After permit has been issued, prior to construction starting, Permit Holder will complete and submit form 40B-1.901(14) Site Prep and stabilized construction entrance ' Daily: Contractor Schedule Site Visit: Geotechnical Technician Install perimeter sediment and erosion controls Daily: Contractor Schedule Site Visit: Geotechnical Technician Install storm water retention basins Daily: Contractor Schedule Site Visit: Geotechnical Technician Clearing/grubbing over all areas except those that Daily: Contractor are designated as buffers/conservation easements Schedule Site Visit: Geotechnical Technician Site grading Daily: Contractor Schedule Site Visit: Geotechnical Technician Install storm sewer and utilities Daily: Contractor Schedule Site Visit: Geotechnical Technician All excess cement and as lalt will b m ph a 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 g stabilization Exposed portions of the site where construction has permanently ceased shall be Stabilize site Daily: Contractor stabilized with sod, zoning -approved landscaping, or other permanent means (if other Schedule Site Visit: Geotechnical Technician means are employed, SWPPP will be modified) no later than 14 days after the last construction activity. Refer to storm water retention basin installation above . - Silt fencing and other non -decomposable osab a BMP materials shall be removed from 9 P e the site Remove BMPS Daily: Contractor following stabilization (i.e., cement truck washout, portable toilets, chemical storage, solid Schedule Site Vlslt. Geotechnical Technician waste container: etc.). Before the silt fence is removed from the project area, accumulated sediment will be removed. Silt fence shall be disposed of appropriately. Erosion control blankets, hay bales and straw wattles will remain on site to decompose. At the very end of construction, a final clean out of sediments in retention basins will Final basin stabilization Daily: Contractor occur, including establishment of design grades, deep raking to reduce compaction, and Schedule Site Visit: Geotechnical Technician any necessary vegetation (sodding or seeding and hydromulching). The 6" filtersand will be removed and replaced with 6" compost/sand mixture and covered suitable vegetation. Daily: Contractor Contractorwill notify Project.Engineer in writing once project has been completed. Project As -Built Certifications Project Completion: Project Engineer Engineerwill Complete and submit form 40B-1.901(16). Schedule Site Visit: Geotechnical Technitian APPROVED ACCESSIBLE SIGNAGE INSTALLED ON A METAL COLUMN AT THE � PROPER HEIGHT REQUIRED. E. PROVIDE ADDITIONAL F5LSIGNAGE BELOW THE u ACCESSIBLE SIGN AS REQUIRED PER REGULATIONS. BOLT SIGNS TO Z I t I GALVANIZED METAL con PIPE COLUMN _ Pa CONCRETE 0 yy,, nn ' FILLED STEEL PIPE BOLLARD, PAINTED Y�•i � I I YELLOW �6 I I CONCRETE SURROUND I .AROUND PIPE COLUMN - P� �•Q - P1 ,21 _ \' • PROJECT N0: 1646.20 - - 1 DRAWNBY. ZAM/PWM CHK'D BY: PCJ W /PM 1 6 MINIMUM C ACCESSIBLE PARKING SIGN DETAIL CONSTRUCTION NOTES NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 .4 I 4 5 6 7 8 9 10 11 12 1 13 14 15 16 W1.:nw„Aa •AarMINES MMO-M-MMM� e, 1/4" TOOLED CONTRACTION JOINT , I BROOM FINISH ' O m SEE PLAN FOR WIDTH q m m -1/ R 1 / 2- R 6, q 6-(MIN. 5r TYPICAL) SOA opf m M PAVEME T SOLID SOD 5" W a M N A A -SLOPE 1:60 OR AS INDICATED 4" 4'7 A2�N (D d o a 1 BATTER z 2„ R 3000 PSI FIBER MESH CONCRETE (1-1/2 LBS. FIBER MESH PER CU. YD.) �" DOWEL BARS, 8" LONG, f! �% P. o 6" 3 O.C., TO BE PLACED BACKFILL TO �' ` �� q 06 o COMPACTED SUBGRADE IMMEDIATELY AFTER FINISHING S° -/ �� BASE CQUFtSE o o N 95% COMPACTION CONCRETE PAVING \ / 0 Cq ON a M N B Newav NOTE:' 1. MONOLITH WALK AND CURB REQUIRED AT ALL LOCATIONS PAVIN p a: g Paved Driveway1500Apr'.n (rYPI 53i�.W.2.P1 Fr.?YN1.3.�P.0 r W 4' WHERE PROPOSED e a3 E 0 SED ABUTS ASPHALT I O o FrtRlon Course (FCI (See: Xd[e 3j _ ii Natniiiiii ' DETAIL UNLESS CURB OR CURB AND GUTTER IS USED. - 4 (j sawrurai cp✓Ise ... Fc ��\ PFC hentltlhn (TYP3 C 0.' (tgq Ftlthorz LaWae. fFq TrMaNlen \ d T NOTE: N Go SOVIXureI Co.,. -) I rP2s "Malrn�r 2. SIDEWALK MUST BE 6 MINIMUM THICKNESS AT DRIVEWAYS. fa-1 ' � ease:-/ . � ��., ,,I a. h F--r siru[turat Lours. �:... \ \ +.. \, w :. 1 . CURB TO BE PLACED BY S 3, 4 WIDE SAFETY YELLOW STRIPE ON ALL SIDEWALK EDGES a LIP FORM METHOD OR APPROVED EQUAL. FRICTION COURSE TRANSITION a.. ABUTTING SAME COLORED PAVEMENT. � DETAIL aA" 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB \ sEcnox AA NEW CONSTRUCTION NOTE: I DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER.. e MONOLITHIC %� 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL ` 1i CURBAND SIDEWALK 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB 3. CONTRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND a ( I -Pas °arm m.Apron Fn[v.n:earte IFc1 DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. i- C I ConeSeNdN 31 NTS 3. CONTRACTION JOINTS TO BE PLACED AT I U INTERVALS AND Edge or Fdpe or : srraawal churn n+YGI w+v �� �� \ \ or w¢ro.ne � \ EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. 4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE �5: i �,;.� rTrayBl war \ \ POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB. q' ' ' S[!ut[nla/ COu/GG " `_^ sn^nlde! 4. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER gsring: Bates . , - CONFORMING. TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) vanes- DelerMned ar thrive Width 5: Raw I 21 -�F ''c' 5.' EXPANSIONS JOINTS: USE 1751 O R D17 EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) B°`¢ 6" CONCRETE CURB 0 TYPE I •Typical AutOtrrob/Ta Traffic I : TYPE II • rkptcab FrUck-Trierfer Traffic SECTION AA RESURFACING NEW DRIVEWAY DRIVEWAY TYPES (OR APPROVED EQUAL) 6" CONCRETE HEADER CURB New structure( Course or Overbuild ' L) E S R� i Friction Course ICE) NTS (0R APPROVED EQUAL l FxlttLog'Gtt.[twM emne NTS "Arch S New Stru[tura! �.i�. f [WFee Match Existing `_Exls{ Exist), $ffY[tural SECTION AA Coarse RESURFACING EXISTING DRIVEWAY GENERAL NOTES: L Driveways are to he CommumetM: Or reburh[edfor low volume!ample family. duplex, farm, Oki residential connections 05 directed by the Engineer. 2 Driveways construction N net required for loss volume residential exhumdons where roadway lh.Wdena Paved. 3 March existing Paved a h YI (witlth a Ft, .1/:a[he immildery millions at 9 Cora Cimadetion, beyond the shoulder.widt h orb to be cormtructed as dliaair by the Fn Ina r. 3 Construct Dbx¢we Base m medan a-wtth / Y a[ c $parr reatlM 286 6 Payment for: structural [Wrap and friction emrse is t0 be im'luded. in Ycode avemMtpar it... LAST 0 DESCRIPTION FY 2020-21 tNOEX sHF£r REvmoN ., Fga PAVED AND GRADED DRIVEWAYS ]t/07/18 STANDARD PLANS 330-001 2Of 2 � I , • 6�M�k l: m -- olurcal Ralf $action FOr Law Tver Half 3et[ron:Far. ¢ $Itle Roaa'- LImrt50r Cledrin tlLrpbbinq I`. Volun2/ResldbMlal ConittIons Ht9np Vo)um¢X Racoons � 9 an , � 1 n g _ �% w : GIS time W wletp Prom .f ronn¢[iron : .W f s,d,�afr . 3''- Aspe balls I All Other BBaB d Edge of a Food ray i',�.. C ffi. fGt2 FOlar d Correction as Shown in the Plans AII.O[M1ei Aeaca i" Wffid¢ Edga of Part., - .». c at Opter/nlitl by Ne.FOglpper: l <y xVY pN Baaest0 APrOn O/ CwD:6 fatter B+d" :Shoulder 9 Ie For I. P yF¢ ;. I N i 9 tallow Or l PI and ro roe nr cure. a e (Sae IAK1 "! B Pa 1 G - P I to DrfVeWa t : 2 Y L TT T� S�4�r i T-�z- m/t ...1 n £ l l 5W^ .. .. ; -B Mn. f0f Srtle Reads. �F Base S ° ..1 (. .:... ..sad. ay [ tlmrts oI stab111zMfon �yx acu Ed D/Travelea We, n -:2 ge r r -)mmr raffR Se eraro Shoulder e r .. p i Somas a r 1 _... b s. PBp see o i Bee' }^$` W i, N.b a6612 _.: _I : } Min For Sid. Fl Oil a ..,e. Sx. _ 'f v way .:..n .. ENIn J.f 9de Hines RAW tied . �� �� ' I w m �' ro C Limit of ta61/fzdtt.n G Ii' ds i1 , D ..F a 'r snowde a . -, 5 de 4li � Shoulder r � n Ede 0f Traveled 14a '. 3 .. :+. .:_ Wale e _ Paved Shmrtle/ ,0 9 Y .� a W h 3 Ea or Tm Iwo Ea ear ravel war is Y ' __.-_. _- s wnife 9 v .. (/ Edge .r Trader r raven uses -- :.- ... ). P day pro Kr , a � ki fare PMM (fuel 9. Y � J PT Edge al TfwEl wa :-I RT, v Vavetl Driven Aran In [or aY p Accordance ee rive �fl $ Sala wlm: n a 2 r. S eN of o as Shown In en Plans Ex Extension oI Edge '. Traffic e i. t f T a'f t Lane _ 9 p R O Yellow : luusnevon OM _.. w x yillZp Wnkcv 9l(Tf�R - ! gel. 6^ o ! rl rf, , .m ul .. :✓#ss Varies-ONermd b i Yana E. b"Whrte flP iP r 5 : Onve Wrtltn and begin II 8 wMre g PLAN .PLAN ., lBa liln: LIMITS OF CLEARING & GRUBBING, --� - STABILIZING AND BASE AT DRIVEWAYS wrote fad(Illustration 9 2rwmte A S 4 6` ! PIMyl awe' =� Shoulder li" White Shoulder , 9-i6 ffi-w Ann, . . Soa See /M x a6 9. (. e 4 Ol). IF white r l S bsee 9pvm)tai Width rear es) �.. ____�-L. ___:�_-_� ___-_ __� 1T 1 n Rd FirDuen,.. D[Mnage Plpe $'a #'' :,.,-_-•- :. M«3 T.,. _.�,__� �._"_. K gg 9 Menlo a rrr rN Airs, ,:.. E so ofE 9 Traffic x DRIVEWAY ENTRANCES :NOT€S.. r � 6'Wnlre ::lliushahon 0nl BWnlM fief See Sheer l]_... ( Y1 --_ Mrferea End Saloon 6Ypd -: 'xid..,i r �T e vmve I see Plans for Driveway M) and Return AetllBs lR) f (See IRtles43B-01I1 _ , dea new ded wed and new new new saw Voilead es -Date. i :. -" .e .. n. _-..> s . ... �.\ � '. rM a 0 Slope InterLe t 2. '. M Finds r r n ..... w..i+ v+a� "`6 ..:,. See, e. 1 s ro. d a/ n / size and month or as deeerminPd h Me £ lien +.: a<m« ,x+s '.. 6"Whlte .sage. 9 Y n9 t -. :.w��.xwa..= ,.. ... _.._._e_.r^:_..:_...��: '. ...., w Cot w w ..: w . aw......:ar w...aaa- , was. me size Colo be m iesslinen is afamdier h: a va a % �^M""'' \ Paved 5n.plder A stir l \ slead m DRAINAGE SECTION ..go BYB etl way is � Ed a of B4Narep Dike lane. $ko a 3 Stable Ontario/ may be required for graded driveways to prlYete property, as tllrectad -.1 !" j (HfartRttldbONY) -. k^ yl St White by the the Eoglne¢r In a[LbrUmlre With Specification /on 101 8 I Roadie, Shoulder: I I: r .. - -. SIDEWALK fr ..._.-� Sloe v a #IT Y. 3tR7 57 bV 1#." A R J SLOPE a UT :.0. ( A S ri Y d �`. d. A tV..iN Iui'Y:ST Driveway: Ta La e. 4 me .' �: uT RI#* . driveway aremeM r ulrement M ceded aoieRlens may be waived i.e connections O t 'qqqA,aae p Y P e9, g Y n f n '.;p Way AUF t er Lanes '.eervfn one or er.red by he Fruitage, entrances hwit leas fh trips , r Y. p sh an s8 Per tlaY. or Stilps �', p. per Iwar as apprwea by the Fn9/near; Or when net mown Inane P(bnb � Travel Wee Paved a, Graded DrNewaV `Ea a 0/ hdveYetl Way 5 Paint oYCanictbn 9 y. : m Existing or Proposed Orle� N', a, ,"I be red drby the s r act eve ed W. r sr p.0 nneNnp Facilities, The connecting palm wllfbe determined Engineer. 'e[erm Y e. /6 Rd 1_ AIM ad.I . IdOTFt� .:. Point of Connection b CenStruGf pev[y drN[we 5 for all busm¢se, f0 .real, mdosrr(al nr high val mB - i[ Lon r g _p. Y: W stdrmuitc. .. residential"r E AY SEi'T1t7N.3 premed [onneam9 facilities. consvua Me [tnisring PMnt 3a P.nbd, <7Ftir CURBED FACILITIES 1At1TN 57G3EWALKS :FLUSH SHOULDER SHOWN �^ beat o-a.a na of-ai RM line, WB¢neaer (s foss DP 'o DRIVEWAY PROFILE AND END VIEW - 9 y' I vva f F` r10 a!Y' Pruex' snftt ) a YfP. pv�kg}Sy:C... I.A1XL.1. DRIVEWAYS %� i_%3'.."i ti e CpnsVu[f sues driveways for air a(tle r onne[[IBng The i M n t! point. o✓ai33h n n r ad s Jw s. a c. net ng po 73t-01: P .. FLUSH SHOULDER ROADWAY DRIVEWAY CONSTRUCTION � `� I PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS a Lilly o OESCRIMIDN FY 2020-21 f x $H ET VSr o OE LRWTtON' AfV1510N N rME W :, pbyfyp h FY 2020-21 INDEX SHEET F® PAVEMENT-MAfltgIINGS 11107119 FD PAVED STANDARD PLANS _ _ �- AND GRADED DRIVEWAYS f ALL GRADING AND PAVING SHALL CONFORM 7I] 001 6.Of 13 77/0]/7 STANDARD PLANS 330-0Oi 1 Of 2 WITH GEOTECH REPORT PROVIDED BY "UNIVERSAL ENGINEERING SCIENCES" - - DATED NOVEMBER 13, 2019. '. AREAS FOR ONE 5' DEEP DRIVEWAY APRON (SY) Core. Width (Fr) lrRernLlken Nmond, : Skewed Type TTP¢ It TYna I Type U 12 2$ 51. 31 " 66 14 27 52 33... 61 10 IB 53 34 63 - ig .29 54 - 3S 64 Xr 37 55 37 as 22 37 So 3B 67 24 33 57 39 6B 26 34 58 46 69 28 35 59 42 70 30. : 36 - 61 od "72 32 34 37 _ 38 6z 63 _44 :� 45 73 74 36 39 64 47 76 38 4] 65 4B 77 IO 42 66 49 )8 42 43 6T 51 ]9 44 44 69 52 8f 46 45 61 53 B2 46 46 ]I 55 13 59 47 71 56 es 52 48. _ 73 54 49 74 - Sae BJ 96 51 T$ 60- BB 58 51 76 fit BD 60 53 ]l 61 91 MATERIAL TYPES AND THICKNESSES FOR PAVED CONNECTIONS Mlmmum Thickness (In ) L Cote Naterlels Lonnecnpru Reedw.Ye 5tm.ral Asphaltr [ rrNe 1rfJ" ]{Q Bases I GpHOMf Base (see Shanxca mm 285) O.B.G. 2 ♦ Travel way flares (bypass hma A aunirary Isis serving more than s ample connection, and $Yl median- o ossnv rs lncludrrp their auxiliary leis ern/Ar naked.., tapers. NOTES 1, tied lame material For drlvewar. svuocur.) ..a Axis resew., overbuild .net ..I [ours4 Accept as approved by the Engineer for graded c.mneetnme. Other Departmam"Pr.ved equivalent Davenovd. my be used M he dis(reelon of the Enomeer. 2. Auxiliary lanes and their transition Tapers shall be the same structure as the adopting travel way pavement thickness or any of the roadway structures tabulated above, whichever Is thicker. 3 If an asphalt Loos ) d f I 11 thickness 1 r pn a s d Gw s n kiss ma be c eased t M1 the edge y y Of 11.10 Nth k I If N are[ [ a) fi' t p N y pw ep am,u to 4 Ahl m r s berm. [ N be Acceptable e I. I!a 0( [ne d h R rid M t[ [Coral'. nt $M NOteS 4 Yfl® P P A A triectur.1 .... is lamin.: foe flexible pavements when they are need for auxr(larr /does 6fnlog entra than a single c.nnectlom S Use Clots NS concrete at lees' he thick for. driveways paved with Portland foment Concrete Construct to al (ordes with figs[/fl[at/ens 347 350 and 522.' 6- The Department may require other pavement criteria where Local ronduldns warrant - 1.5- ASPHALT WEARING SURFACE FDOT TYPE SP-12.50R SP 9.5 (INSTALLED IN ONE LIFT) Crosswalk _ p-P Min iwom, Stop UM Prommej r Loh Walk Wlpth 4_P Mid. (When Stop Lm PhseoD �� Be LIMEROCK, COQUINA OR CRUSHED CONCRETE BA8E _Width MATERIAL (MIN. 100 LBR, ' WS%MODIFIED PROCTOR) !t- F GEOTEXTILE SEPARATION " ax Z W FABRIC(MIRAFI 60OX) Rea : 2 STABILIZED SUBBASE COURSE SINCH MINIMUM -MIN 40 LBR • : W (90%MODIFIED PROCTOR) -_a Lane )me - _ IS Wince" - at- -' Lai one > 4 STANDARD DUTY ASPHALT DETAIL 11 'whm - _ I Lane R,N - Lane r)i a U SCALE: NOT TO SCALE 2' ASPHALT WEARING SURFACE R _-_- - _._ -- FOOT 1260RBP 9.6 3 _ LLEBP (INSTALLED IN ONE LIFT) om a S" LIMEROCK, COQUINA OR ! [are ilea - Lane Ili - N CRUSHED CONCRETE SASE Q MATERIAL p 2M WBRe RYp1 -., : III 9p JU (MIN. 100 LEIR, q'. 3 98% MODIFIED PROCTOR) 3 _ GEOTEI(TILE SEPARATION FABRIC MIRA I600X l We Ilne - Lane Ili SUBBASEMINCOURSE 12INCSTABILIZEDMINIMUM 40 LeR j i Erb (98%M MODIFIED (98%MODIFIED PROCTOR) i ,.+ s ---- --; - - - -- - HEAVY DUTY ASPHALT DETAIL ;y., F, LOnllroalnal Maamgs (ryp} 9 5/81, SCALE: NOT TO SCALE Lane line -._--_ tan. If. ,. REINFORCINGAS Z RECOMMENDED SYGEOTECHNICAL CONSULTANT a --- -- STANDARD CROSSWALK DETAILS SPECIAL EMPHASIS CROSSWALK DETAILS (LLI 7- CONCRETE PAVEMENT (4,000 PSI COMPRESSIVE STRENGTH) - NOTES - - I F aw Ik IV d f the t sidewalk, but d not ak then I eh a T bRer arkhr Ile f- �f-� �""'- elk p, . ellsa elks nd ra for dbl [k vo swalks Me r wI6M ! an M insideof thetransverse crosswalk arkln05, LU STABILIZED SUBBASE COURSE 12 2 pWhen 'he are,hu t. Special helalanellnes Embalm Crosswalk Href perpendimlar t. the Mne lines, make The lonpl[udVil marbnpb TYPICAL I� B I I \ E BIKE tR-a I�a p� K Ia T l`/ I V \E 1 \ DETAIL (� INCH MINIMUM - MIN 40 LBR (BB%MODIFIED PROCTOR) � 3Bere.Iolntle;522-BG2wnnnL.raR psarPPr¢senr 0 0 HEAVY DUTY CONCRETE DETAIL tl (OR CITY APPROVED EQUAL) V N SCALE: NOT TO SCALE - REFER TO GEOTECH REPORT FOR DETAILS ON ALL ease D£sc8rprtON pEvrsfox „ FY 2020-27 FB PAVEMENT MARKINGS txllex SHFEr CONCRETE CONSTRUCTION. AND EXPANSION JOINTS D/DtpB w STANDARD PLANS 711-007 70 Df ]3 11 3 6 8 g 10 11 12 1 13 1 14 1 15 1 1 1 Z m1,0 't 00 O1oo g M M yid L�t NCd R.;cVI�Ow P, rby.QQI. Y iOM Ca a I 1a+ 1i Do •ice 0 Q( ^*d :LL y 'C VC E * lY m A ► Coro 7 � ♦ w I F % s Ij�STATE 0 llv_ I ( 5 6 % 8 9 10 15 16 y m. W mine q yQ Cd "; as cpsCqH Cq M: tn 24" i aw"aw Orr Cd w in CdNtn N I Q w � o I: 4 Q. U » I » vy 1.r o N, m I U 6 as U 18 7 c 0 wpm GENERAL NOTES: a UO v Q W .wi PT a C 9 C ^-' C /�j wx/ rT 1. Cenatrall m aldewalksted In ado dance whh S(See Pion m).. Use G mother controls wits. arM V >n h+l l V w O FY far m w a �5 I Pion i In f if r r[ controls with Back of Sitlewalk VaYla[ldns S 5 5 5 2 R I -"'I N n Curb Ramps Lshow, within curb Rnurna inan P e ¢wa• s a al tithe o e : ( n U Thickness. as shown unless afNerMAxe eH&lee Ln (hB PIenS TJ FlexlDl< an. D 1 \ � -ASPHALT o P7 '• see Index 5YIO02 Far. Jarnrs /.::: V �� U 4J c2. [ earnings aldewalk curb iam s r actor. a with rode+ 522.0G2 < bladed OlNewa i J / N z, Include dx«dineBn a W anc .:.:, � ,� � � G PAVING � a>. � ' ... Warning s¢rf«< \ \ \. \ r. PA O o �" I a (Slpnaf Pale ar Controller Base.Ex} " : \ \ \ \ 1 � .✓"i c r,, \ \ 3 R a O 3 PAT Drlrewas see Ilmex 3Z1-0P3. .� .. : �' /\ \ \ / ` J/` . r, / ,r e � , Y. aNCIllry Pole. ExJ -4 ' lr. / / /r\f t J/ // / ^ M �+ r. .... a__,. _ ... ,..... .. ., ]. ,. t r /n n e t r e who end Can Morel she« memprane or reiNrr Nlmeterfal Pi a ae breaker ma«a a be nip a -A A:I � ;.* r`.:9:..#.. ?1 behinda thickness of nor less Inm 5 mils one no[ More than •.Cq ,.: / / ! a�QyI .. ..... ) .:. « .. _ ;' .... ('mV w or Sloe Road _ '; f ♦ r / \ /. .\ ....n. ?.,. -... _.,., r ..,:, , ...., ear i \ .r Shown) \ NIFAefurn Sn \, 1 r i O a0 Petl s[rfan air de : _ .... 4 5. Construct sidewalks with Edge Beam rMaa h the IIMts 8I an surface m tint e / ... n , 'i � \ \. F + \ y I 3 4 11 amain f plans. See MILfNG nETAr : J \ r \ \ � � 1 RaJifn9 or %pd Gufdeta W n he P n ( U �-�-1�-I J ' ' Bottler t / / / r�%/ ♦ � / :: � / 4PT yr/ .. / \\ Q ��i\♦ A'. A `. A' J 1 ( / Side Road ♦ / / \ / w �� �^� OnxewbY � \ 1 \\ { rb or curb AW GPRer oral a Inlet , ShouneIr title $A KFILL TO � � u .. lino ,� b"✓ PLAN � _- __ __- 95%� COMPACTION OPEN JOINTS � ""'" y ♦____ _ ,. a a- C a. L B c B c B A SIDEWALK WITH UTILITY STRIP _ Edge of Travel wet Nax PAN NOTE: ' LEGEND. S 5 5 5 5 5..•S P� Return Curb CTike Sidewalk Flexible akr. -. CONTINUOUS SIDEWALK C:7 `T. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL An9rtl S[ruOur! uhhey Strip 6 LEGEND: OPEN 101NT5 tn/fky 5trfp i Slowed Omirevow I Thick smawdik z oote[taal< 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB Lm No., See Index 522-002 for Joints uD R. : )20 Nax 3b Max :aa «aX Warning surface I DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER. z Jm tax. O A isrpnaL Fore ar IDntraller Baxe„E+I .la Nax. 3b MaX : 3G Me+ "... .. :. .; ,.. ,•. ... , r rat 3O ads.3a Max ^?a Mek. IRllk Pee 0 Af y I.Exd aJ , :-' '9 .. ':"3. ' ? :i: .:". r , 'i'r"< 3. CONTRACTION JOINTS TO BE PLACED AT 1 U INTERVALS AND A O D'D D D E.D: D FD O A A q A : A A D D D D O - O D F D O A D' ❑ E D:O q Al -I 5 5 s r s s s 5 5 v sr A '�" 5: Ls.l s 4 s s s:J:SDI-, r r s. s r s Ij^-S" EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. U .•`':+ ' "..; I I� RNId vt._�I i t I 1 U U a z`Bordor 4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE H .,i A DrIVBrvMy - ♦ yr .Side Also A G G a B G 14 DrlYeea, or Side Road r c\ )hoarder um r POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB. -� DReturn curb Prohibit. Inlet [bro or Curb And Gutter 1Pa'tud Return shawl) �/ ♦ / y/ Rigid Structure PLAN 5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER SAWED IorrJrs '- CONFORMING TO ASTM D1751 OR D1752 OR APPROVED EQUAL " SIDEWALK WITHOUT UTILITY STRIP � ` � ) SAWED JOINTS Edge of rtbvel Way `_. LONGITUDINAL SECTIONAanJrg (see tend, 515-05z, LONGITUDINAL SECTION pigN LEGEND: 515-1182, 515420 or 5J5-0m). Clear6STI.,M LEGEND: DISCONTINUOUS SIDEWALK F 11 A- Vi' Expansion Jo/Mz (PrNarmed Joint .11eo) other fixed the objects Sidewalk and; 1 ® T TY P E F C®N C RET E CURB A N (._) Cy lJ TT E R lemew s, sidewalk-interaecbrns, aW ail other /Ixed obj«ts fr or B Sid; C Mm) A_ {}^ Expansion Joints into s imn JPlnt filler) between the sidewalk and (e.p. Ostia➢. rMeYs and utN/ty pales). '- a. y d ntk f rs«hons and Elf other irxetl: objects f0[IOty - " n Tables Sfr10 "Sdewa/k Sidewalk pb2 Na+.. 1e.9 drarna9<wl¢ts one On/ICV Was.'s- B M Me, Apra) : Yerlea : Yarl¢a ri:... .Varas, FY 2020-21 FDOT DESIGN STANDARDS, INDEX NO. 520-00- B-1j Dmony hanta,:Too1N SldaWelk C- vj" Formed open JatMs� 6-" AS o D 02 Nak 0O2 Max e- rg Pormetl Open Joints [` D- iF Saw Cut Jonas ZW Deep fan hln 36 hours) Mo.. 5 Centers -. . , •...,, g J .. w min hours) Max. ..CentersI `:pp3 Nax NTJ "t 1 Sitlewalk 6- Me San tut dints I$" Deep t. 1. 9d M10 s). a S E- Ai( Saw tut I`ed W, n L Mph Exceed dT Iwurs) Nax. 3a Centers �. JolnWsl Required When LenpM ExcePds'db 'WT?Ikl' ,',' YdHes Besse on RaNlnp Used E- jf • Saw Cut red W 1 yy Deep (within 23 hours) Max, 30 Centers $ : Jalnn5l Re9Wree When Length Exceeds 30 E $`Expansion Joint When Rua RI Sidewalk Exceeds t1O. Intermediate � RAILING DETAIL --- - Run F5f a slk Exceeds ` locations wme called for In the of.. or at Intention, as duration by SECTION A -A ---SECTION' B-B---- G _ F yr Expansmn Joint Who, n o a w 120'. inalmeemte-SECTJON G-C TO Engineer. hamelons Ens when: called for in the Plan or at Imeatronr as directed by the Enphneer. 6- Cola Joint With BOW Brebker, Tooled ? SIDEWALK JOINTS : R SIDEWALK JOINTS GENERAL NOTES :AND CONCRETE SIDEWALK ON CURBED ROADWAYS ; CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS ~ Loss, 20 DESCRJPT(ON: FY ZO2O-2I INDEX SHEET _ LASE DESCRIPTION.! FY 2020•21 INDEX SHEET REvrslDx N AEvlsfa F® CONCRETE SIDEWALK F® -:CONCRETE SIIDEWAL$ 11/01/ STANDARD:: PLANS 11/01/18 � STANDARD PLANS : I.. S22-DOl 1 Of 2 (� 522-00I. 2Of 2 ar ,B ' A EN Or Curb I. £nd Of !curb . o SMjY `N'n(/rY �'IC! Edge of PdvL Edge 01� 5 : Eega d PavC. Edge III P,av[. GENERAL NOTES: .Pam PLAN s PLAN 3 FLAN PLAN S 9' 1. Cross Slopes arm Grates sty Top Of Cunt -` r r Traps lop Of Curb '.-� Trans iao Of, tyro -.{ IOF DI Curb TI r 0. sedewalk, ramp, and landing )opts E meei 0:05, ids he m nShownimum in this. index ark Sr { F - ere maximums. With approve) of En /neaq.. rev/de the minimum feasible slope Z-0"- Dei«Cable WarmpBs °ham Gutter Gur� pt Guru where the reperemenks cannot be m t. p : 2 g Detectable warnings 4 Gl - PROFILE PROFILE PROFILE PROFILE B, Landings must have Cross-sro es less than or equal to 001 In any elie[Non FLARED ED END STRAIGHT END ND - STRAIGHT EN C. Rm Sl a Single bultgrequiref slope anony each5fe side of the curb ramp. LAfl FLARED E E HT D Rom snipes are'rot required to ekceed Ls feet in Minch, CURB TYPE' A : CURB AND GUTTER TYPES:E & F D. johms pe}mRfad the IMta slope Bt. Otherwise ae.J silCbrRAMe Depth th of 5,(.Wt x ❑aptM1 P5" wCut CURS AND GUTTER ENDINGS with Index SZZ-001. Na joints are permitted within n the ramp hor[Von; athe Curb Ram $ Mfn. 3J( bo , ¢.carecam Guead ar �.Ik ISOMETRIC VfiYISOMETRIC VIEW 0Mrn / taint seal ❑'" ✓ <11J pLLlLid11 III TMax ' Refer to Index 5 1-BDI Far. concrete thickness a Sidewalk details. 1 L. Al Is p Y P- B. Remove an exlslin mr mrbane' tier or SltleWafk to the nearest arM beyond the Y. 9 4 4v. l y -"-T y I� -y / f tI $ curb transition rip the Mac Mremarmn sectbn s. ass than fee, sat D TTER TYPE E- r -; p p 4 ra SHOULDER CRU tPM bra t 3 Cbn rob ' A ..:.:SLIM« _ 9 p• shown An 3 s r m a n Itl Mnr n n. Curb Ramp a e ca aLt 3 Rex. SUKate Oh Low Side Of PavB M to P %Y De Cn Of Sdrv<ut me Pave a P c R t �;' m M g. 4'..p' Min. Eo / a / n -a*Mm. yam' Be 6w Lip r'r. 2 , _i S k A e. W G e 5 ode t N RN ar ro r ed !a reierenta w p A 5lwawelk curb ram al h ,dent(iieanorts e.. CR e e ! p a (9 Al A.. v a iP ".. I / r 11 SlopeBreaki a Ll Dn HI 5oP TO BdFIush W![h purposes in the PP(Is.,� S- �f 6L1 S MaX 9P A I dg Jm .Per k ins mrftee a r 1 z J t � curb or Curb 6 Saint. Ex . Joint and � ._ _ a rw a K a g m S _ aJZY -, ' B. N ha IdenHifcdClgns C f and CR J elf Infep[IOnal1 pmlt[te :. r d% 51- a ales ! Prelarmetl JorM HllalII n ry aR va m e: Detectable We m- TYPE F rat ) c m M ow side sdwrn: :. m ❑ a i/ertd'bath high ant IaN sides of. ova e.. I c h: ..� Q s:4 AP. g. P r o ry a m e a R e A 1n t II d t Ct I"Warnings m a[C roan[. With Specification 52 •• -, o m Saw s should be avolMtl wi Nn volt. [ter and within rub and tt« <rml a. s a e a ab ePr :� J n �. J S v, m � .. Cut [ r w.. wC gu nit 1 ¢ 1 JY{ ra o N.. fldxrbie vevt. 1 e JOINT BETWEEN GUTTER : EXPANSION OI € U _.. width a/. a ram or mW,n to a I ._. CONTRACTION JOINT IN CURB ANDGUTTER B. Place detectable warnings across the full tit the p. 9• / Y . CQ N iJR A t0 a curb line and na realer than 4 % minimum depth of 1 feet measuredperpendicular M pl m .9 n I ry Si p c `c m JSlnts NM Permlt[ed M Ram _ e r the e ! av<ment: P a : �. I+ID CONCRETE PAVEMENT 5 ieet irom h< Back a/ [ curb or edit p p a F A C1N wr'b � ad ry m De rfi 0/ Sewoue '_ A.. p. tle th D/ Saweut tirt S : uurr sin - 1 W , s• R _ Y Y R ' Y. I/'tleterEaale warnings are mown rat the Plans n stop" greater Man 5%, align [ate. : „ r I B P P) 9,,.9 , G �_. De h Of Sa tut `: 3$ prm '.v 3 :Min Y srazs pr es pr: h truncated domes area - "W fGr s xc- -r,. truncated requi dam with the ceMer6ne aP the tam otherwise,. t e t c 4P . .. 3 Mm: YY:! _ , � .. PdvemenO ➢evemenU M [ II L 2^ Y Y trot re piled. a De a Md, e F L 7a, « + its [O botebf h and altres of $, � � APPI 9 low paMmenG low altln. snawn , , LGLLL I �3 � � Applies to Shoulder tlftel enl,Wlla eadbinln traffic M1Es. _ ,. ^t^ pA H Y r 1 ail e. s. DetectaNe Warnops AcceOlance Glefrfa. ✓ .Detectable Warnm 5 p sb I.. �:` n miorm. y ar A. Color and texture shall be complete a v v a >. .rpJ Min din: � CURB AND GUTTER AND TYPE ,A CURB ey, °n TYPE A" r I r ! t AMencan with e B. Disabilities of individual ) Standards domes shah be n accordance with he s PLAN VIEW PLAN VIEW TYPE D . .. ... .. Ma � `.ADJACENT TO FLEXIBLE Transportation Fa ur❑e «tree Los: TYvr. B BLE PAVEMENT Oneabrhtr<s Act Staimertl5 for Facilities. 5 g a R` e / Real orb et r Sheet S. -. NOTE; Fro EXAMPAR (G -A use n e C R ins, s!e P P There Loan ate f10 mare than < iron -cam dent domes b an ` one square toot. CONTRACTION JOINT IN CURB C he P Y e CR A CR-B ON R GENERAL NOTES D. N n- m slant doilies shall not b adjacent to oMfinpn-Cam 08nt dames. B For Type F Curb P CP p da e 1 P gFor .Type E Curb F Curb:shown i M rat fTYp¢ 1 N 1: For centers uflet am curbs tef adjacent - : t. P.sand am r et HD` E. Surfaces snail not dewfate mot✓! than D.10" from a true plane I - • P • p put p. W W 1 Varl¢a g Rex. 6-g cenbrs fines.). Contraction Joints adJacent to conere[a pavement on [bPpelHs IdY Moles 9 k r a to math the payment Johns. rv![N Mterm IMe dints not - r tZs :Mtl flat curves @ p. J. ep 1 Golfe! [Ina O 7 M/m, , tr-(nC'M111 .. [ nt ks. Curb, -tier curb ore Arsenide. p sse d: e located Carter. C it 9u aW [ g1.. , VaHes-r-b'tSre,) 4D'.Mm. J '?.Max. 4e lIXaredlna«a/Santa wlMS e[I}ICafl09 sM RemD '. Lbndm9 Y Nln, m P Atlw . avl - 4 P B Mas a F SM Ik I - [Wa Z 1 DD B: ec hES I ads 46CGrDs 1. a one O Shelf tiaaaltfo lrvm to M Asia nm n gp2 � Z F Yeas A n p 3' CURB RAMP NOMENCLATURE . 11 it"- 11 ` $ Prte" optional Y G Ramp ;Ap P as bets, Gum Long , ost w r cuertl bstpr SECTION A -A aubeea t R , . SIDEWALK CURB RAMP :.CR_A AND CR_.B CNCRETE BUMPER ASPHALTIC CONCRETE E CURB -. tssr N.2nE.5.CRIPTI9N. Fla :DE CRIPTION; rFY zozo-zI INDEX SHEET FY 2O2o21 AEvrS` �FY 2020_ 1. CURB ANGUTTER R INDEX SH EET REVISION 5IONCTABLE WARNINGS AND SIDEWALK CURB RAMPS DETECTABLE WARNINGS AND SIDEWALK CxRBR l r l/7B'STANDARD PLANSIDET� li/mi18� STANDARD PLANS I1/07NDARD PLANS 520-001 2of 2i/01 522-002 ]of B RAMPS 522 02 2of 8 -:. a 'Future Curb AW 2b R a, A Shown 0n Plans h� Guitar Construction s �„p SB Same 5/bp2 M S-0`M Wi I' ere Asian. Min & \ � xN ... g f• Adl e. a M e 4 a /- p` f(/-- rat.. Pi' \\\ r-P M/a S..-_Oyr;MI. �:.. rv'. c /A' :.T '. Ex. hlnC : _ JelM Sidi.:. Ka C : .a � � .ia•.. / / + L _ VBNer Geller wire ire GUCrer : f SIR. Joint And P1etd del tilerConsists Pavement Y D a t V W ruin -: tined 1 F Decatame Warningj 4 et [ape a gs PLAN 1`rt^ ' // I 'For eves, owerenp usage adjacent '. OPTION A ;: _ i P fa Hexob av¢menf, see SMe[Z: OPTION O t 1g i P m � TYPE a' .. .. c - I. 7-0°DebReDle Wartime Y-fY D et[ahWarnings s I n . �. az Ar R Jonate Send e r s-1 ih - n 6 OPTION q E ¢• ISOMETRIC VIEW. d: : I P � '. Y-0• :.. 1 ... 8 .LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS SECTION AA ,.TYPE G ^ 1 - See:CA-F'CA,G a CR-X Res <ctmen For; Detectable. Warning Details Oirons - ( P Y n9 / p ) a•• 1• d„ ,_Z, CBM Part _ Sidewalk D t w nY Z-V Detectable Warnings t l0 1 Z-0• erer aWe ar n9s :` p - p o private, YJ Ex{4 Jp(M An Coe R• F @ x. v I Y ^_ Prefermetl JNnt f1111r OPTION B ^. : OPTIONS PE B ar / ISOMETRIC VIEW ISOMETRIC VIEW C� mYA` C :Loot Seai sib Aewy tt '.1.13 ,I . Transition Seats 1J2 8 S/k'�.I - Not-Ta De pale far AS parent [tiro- P - S-0" 5 P t Ill P 84 f5eown .: t z-g - ( Yawn! avemen is a (l ion O ) >. DROP CURB a Y-0•: Detectable Warnings A r 'sea ).coon £ , p D.Siaewa/k, . SWewa k ( -C) SECTION BB t.::. I I.q$ � � -: SLarr7am )boomer Llrrei m 9: OPTtON B: 0.n2 O '0.02 _s _n _. _ Earth:Belm / ' C : Shoulder Pape ,0 ., Sidewalk WTD -•� Tidnslflon BlepelII" 8' i-t0'I r YX 'ISOMETRIC VIEW ?c+ � -_.,. Cone: vavt. pl ExP Jej And F YarlBs fl'G` MBXJ � tr _+^'.^'.��• r M1 ? r r+ : 9 g (Shown) V � \ P PrefWmbd Jernr iJler a a Sidewalk M r sidewalk Curb - t Y. O d 4 IIg .TYPE D ��. m Sidewalk curb' ISOMETRIC VIEW D E �I � ` a .(eR c snawn, prier swuad.. w � MY z' 3 Nate For use Adjacent be concrete ar ffek{DI! VemPN, ConcrHe L Ngwrt ExpansionerbM cbm,li John filler Andy, ny Joint goal ere ..+pare, Jn e...l. _. o a SHOULDER GUTTER .: g requiredbetweert curbs aW sancreta aVement onI : See Sd 2. 1 Smewa k Coro op Y e !Wpr III` VaN z t 6 Max' I ( J v ; �. -: Pavemem Relief .valid) ; .: a Initial Surface Of Pavement vemeM Home Rr LSM rn 9 , -�i q i I I II Y.m Detaches. whas am Deta t<:warns a SECTION CC SPTNCk A Intl Surfac e g a CONCRETE CURB «,nee /nT The M Z, CIraIM)n9 e / VALLEY GUTTER R . Photons flaybeass i : ,.... Ina! Sdddce:a/ P venom Ae of A :' a li I + e e a s me close ra t utter the t1 I�¢�r / Wnen:used on high s of. atlw r ss a M he k b 6" Mln T-g MJn LI D g.. Y IX p ( gVCD 4-O' Min ' ` OPTION 8 S-tl`Mm, ➢. OPTION A I In Fam : ..Ramp ,' Ramp 1 � mated the cross slope AP inn edle[en[ Pavemm[. rod thlnkness e/ the lip LeW p p mall be it" unless otherwise shown an. plan$. NeTft Rlmave Elevated Pe Ywmtnr By SRetlinp And ROOM,SmaoM Niilfnp, or Grinding, Aafafe entire dNy p so. that utter doss. Slope maz<hes sfa ` of adjacent Z•3' - PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW $ $, D 9 R Pe 1 •SECTION { muma[(np roadway pevemem TRAFFIC REAMING TR )£STAND FOR USE IN P PAVE-.-•-:�..� ,o o: ISLAND N x RouNDae CENTRAL S x a ucrJD PAVEMENT TAMS DETECTABLE WARNING ON FLUSH SHOULDER ' SIDEWALKS LKS For bit a ate to concrete or rnx:bbr aaemem. For details de nun Dr de. B.. to G NbT F DE D C L S O ER 1 WA a.J M p P 9 - CRF CRG'. . CR D CR E adjacent joint sea. a required see curb lb guntd Loin reformed .: usage pavement, rp... Jo hn, P TYPE RA; alit flier and D/tit Baal are re tilted between curb :6 utter and concrete R Ravemen( only, see Sheet 2 F' � tl SIDEWALK CURB RAMPS CR D, CR E,. CRF &CRG a CURB RAMPS WITHOUT SIDEWALKS AND FLUSH SHOULDER 51B CONCRETE CUR. A S : .,. AND GU TrER F DESCRIPTION 2 DESCRIPTION DESCRfPi'ION.. USF �n rLAlT a SHEET O'. r. E �^ � irvDEX sxEEr - 1x❑ax S FY 2020 2i :.. �: iND x sMEEr _ FY 2020 21 -. FY 2020 27 REVI L N AEWSION AfVr31aN 5. m ,.. : , w M Fit _ W D R _ Fo euR6 uT"fE .. F'DO DETECTABLE AND DETECTABLE WARNINGS SIDEWALK RAMPS G C C _RNIIN 7t/flt/17- STANDARD PLANS I .: _ ' 7]/O]/78 ..- STANDARD PLANS 5Z2-Q02 40f8 77/OY 18' ' STANDARD PLANS 522-OD2 60f8 - �` - 520 007 1 of Z' 12I 13 14 rl ratW F.t fi W� Qr z >✓ Q U Qz 6 4 � S+ � Q W W W U U O O F E� N N N ci N d ca cV N C \O ♦O t� .4 I N( Lei l 41 to 1-a i a v ha "re sd {x ` y vs ; •sn'ts` " � r may:' 1 1 - 1 1 1 1 PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: CIO CIVIL DETAILS 2 1 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 F I a. i 1 4 2 3 5 6 7 11 12 13 14 '; 8 9 10 15 16 N cm, M Mo GENERAL NOTES w M10 0 26 A A 0100 1 1. THE FILL SHALL BE PLACED AND FINISHED AND A SHORING REMOVED BEFORE ANY CONCRETE SHALL v �¢ N M M 2" CL BE PLACED ON SLOPES. kn ® ' 2. QUANTITIES SHOWN INCLUDES THREE (3) COMPLETE HE WALLS, UNLESS NOTED OTHERWISE. 0 IT. Q al .- j 3. WHERE 6:1 FRONT SLOPES ARE REQUIRED, THEY SHALL E ADJUSTED AS NEEDED TO FIT. Q kf) N N b 4. 8 INCHES THICK END WALL SHALL BE PERPENDICULAR TO FLOW LINE, WARP AND DRESS ADJACENT FILL „ N w o �O x1 t3 TO FIT SKEWED CONDITIONS. EDGES OF PAVING PLACED UPO SLOPE SHALL BE PARALLEL TO SLOPE LINE. 36 o 5. DETAILS AND QUANTITIES SHOWN ON THIS DRAWING APPLIES TO REINFORCED CONCRETE AND 2" HEAVY DUTY ASPHALT 17" 18'� ,r o O� ow g CORRUGATED METAL PIPES. N 1.5 STANDARD DUTY ASPHALT N N B a.;cNvp4Ow 6. SLOPE PAVED WITHOUT GRATE SHALL BE CLASS 1, HE WALL WITH GRATE SHALL BE CLASS 2. q fi 7. PIPES LARGER THAN 30 INCHES IN DIAMETER SHA HA A CLASS 2 END TREATMENT WHEN 8" BASE v �' x Lry a Q, A TERMINATED WITHIN THE CLEAR ZONE. bA « +� II mill V. r , v .^. N 8. ADDITIONAL 4DI CH THICK KDTOOENALLLA12 INCHES 6„ BASE ES DEEP WILL BE REQUIRED ON 30' AND 45' SKEW Y, � Y ILLu fj .._ 9. A MINIMUM OF 12 INCHES COVER IS TO BE PLACED OVER EACH PIPE THAT IS 48 INCHES DIAMETER OR N Y v IL.. v LESS, AND 24 INCHES OF COVER IS TO BE PLACED OVER EACH CULVERT THAT IS GREATER THAN 48 Q INCHES IN DIAMETER. i • fpy �' 10. ADJACENT PIPES SHALL HAVE A CLEAR SPACING �ET EN PIPES OF AT LEAST ONE HALF THE PIPE (SEE SHEET C9 AND GEOTECH REPORT FOR PAVEMENT BUILD-UP DETAILS) DIAMETER. ttddd w WWF 6" X 6" � j W2.9 X W2.9 MIN. REMOVE HATCHED PORl10N OF PIPE. DETAIL OF CONCRETE VALLEY GUTTER q (FIELD CUT) CONCRETE PIPE SHALL BE BEVELED BEEN PLACEDBY AFTER ANDSLOPE FFICENTLY CURED. NTS , U SOME HAND FINISHING MAY BE NECESSARY. -- METAL PIPE SHALL BE SHOP CUT A AND REPAIRED. LENGTH 1 DIA./SPAN 2 NO. 4 BARS U LOPE PAVING 11 e • e • cL WWF 6„ X 6„ _ W2.9 X W2.s ,e�♦ pT T S �R,°°° d (FIELD CUT TO FIT) rev V Cj° s ®`J 3 • WWF 6" X .9 s a (OPTIONAL) ON JOINT ® 7/1 20 2m` W2.9 R W2.9 MIN. N N s< (OPTIONAL) »-o ,, (FIELD CUT) i� STATE OF g (� ♦ s END VIEW -CONCRETE PIPE 2„ L _ _ o� SLOPE PAVED HEADWALL PIPE SIZE SLOPE A B CU. YD. (EACH) 18"X11" 4:1 5'-6" 6'-0" 1.06 18"XII" 3:1 5'-6" 5'-O" 0.96 12" 3:1 5'-0" 514' 0.90 SLOPE PAVED Vi 12" BERMED RIPRAP (� mmvw mmamvanmmcxm�.um..s+cnmmunumm 4 h ; xi p• f P*r ao, + 24 t% M".. WVFJ4 ,x S ; k I'+£ G'dAMACTM SRkL COMPLY *74 ,. ACT �^: TAl-^d1AWFAL SidiWCL X MNO RA CM, Tp 12' ABOW fi+t watt 1w #dtq'e'GdGLY PAMPW V A, w4w OF eon u: .. - . ...... M cx 3 NTS W.EN�H NARIES - SEE PWJ RIPRAP AS R NON -WOVEN GEOTEXTILE FILTER BLANKET 2.C, R C.M. PIPE 1 CONCRETE HEADER CURB B 4" SEE PLAN44 _ •. a TOP OF CURB CONCRETE, 3000 PSI, TYPE II L6x6 W 1.4 x W 1.4 WELDED WIRE FABRIC 6x6 WIAx W1.4 B WELDED WIRE FABRIC 1" PVC PIPE FOR TEMPORARY STORMWATER DRAINAGE DURING CONSTRUCTION .TEMPORARY STORMWATER SECTION A -A S ON B-13 4" CONCRETE FLUME DETAIL NTS ej %4 tCEtTf W Zt rOPOM6 A fE1W"rM WT Be ik010E bbMIG L4 H s7rAwP74r TO iijE *tE t,#,rFVA ✓P T4 4;PAi}E: 3 -1t ER #1tF AOXVLe A UN kM AW Ad W4,fTE ,tL!EIG!'P»?,3iNAt si WUN06W,, AMMW,S*a SE KW FtI E'7. TO 7kf' 7W ThE, Po% 94'IOW 344U BE i'073E0U4fAtFD 4MUR 'NE PY£ AVf +A" T*&Ef TO PPQV&X ADEMATE S475 Summpy', 37 AV7w 9ACKr?L 4T mwAL '-'wl &E 7ON9 A CW TD': f1" AKVE TriC Ti?P OF PAP r $Ck 5ft U.AE Q1VPs_-TER TO fOUS MAX bEhSny(AASHTC r-a4t:' s) McA wP AL `%IA4 Of Comwim TO lotA aT wK. a) rR: r AE PtR , r 9#. Tp R ,dp,7r st!` 6EtGW?tADSt"is ;grad€a's Gb[' ta�i:£'�+s'Tu�, G$Af3£. Y+tE 1'111A¢. A" raf' :EACXFit,{ SM#,t T+i 48% ix= l MSkPP Aa P€fi Ai4.4YIG': T far, 67 .0 da'm w"u. eE Gfww,.c' APAFka" P'T#MAVEa @Y Pfr Owma €NP�IhY'tR GR PE4 *7 7 iOi ft �WWTM AT. Ti" TRAG705 EXPVOS _ if iOWMACM T6 CCdG X WR,{ Alt F,47r P.NC WOO TPvJC'1'i SA,E ki"G:t.hfAi7Eyy�F��S', ff11 r..�Y /�'�;r tzC �+ p,� 'tirt�"akF?I.<.r°+.'iti�a RE,6idJtRlEVENi : !SR' Lr T Shcd 4 I 5 I 6 7 8 9 I Cigf1.M mc. .1WROMON WLOM MMMAWANNIARLE 1N1$ "lJtM �`i x lo'I T M'I. iN: o S Ct,. GASs'%r1wsPfobTw 10 PIPE DIAMETER/RISE PIPE DIAMETER/RISE " w FTTZ F¢ Lu TZ c a a - z IG 0 W> a NON -WOVEN GEOTEXTILE FABRIC o 0 0. o No A T',PPED PIPE . JOINT i SOLMNG FACE rF S 4} a„4p f UVCAiM D,RAW1Na TR 0141m w R' t R'FRCM @! MMk16tYY CKK'C GN mm.z®er EDD$ DRBIN 'R/1G D1fG 4&10lDUENAN BMW ALL •Ye: CLIANMT „iru;l. NILLURo,DHpA3GY@ T(£ DRgWMNURREFt STD-10C1 e®.zthty ;^ mrti,r es: 12 14 I i s 3 4 b FS � 4 .. d } kM1✓.: $ YA- u A � s e i , 1l+,aa 1 P+ x i x� i' s PROJECTNO: 1646.20 CHK'1 PcJ/pwm e 1 2 ( 3' I 4 5 6 I 8 ( 9 10 1 11 ( 12 3 15 Lo N C5 Ll REQD., ENSURE WATER TIGHT SEAL BETWEEN RISER/HDPE iv AND PRE -CAST STRUCTURE W/ NON -SHRINK HYDRAULIC CEMENT J ENTIRE CONNECTION TO BE ENCAPSULATED W/ GROUT REQD., 24" NYLOPLA T "DRAIN BASIN" RISER 00 TO FORM SMOOTH INVERT RIM ELEV. 16.75 a P •{ tl w N p ar, GROOVE SLAB TOP SECTION ° ' READ., 24" DIAM. INYLOPLAST "DRAIN BASIN" RISER r 11 9„ N iP' �— 24" 20 LF 12" HDPE @ 0.25% - D , READ., 1211 HDPE INV. 15.25 K I N REQD., MANHOLE RING & COVER TYPE III (FDOT INDEX NO. 201) ELEV. 18.50 REQD., 1 EA. 3" DIA. SCH 40 PVC ELBOW INV. 15.45 r: 2LO„ _ FINISHED GROUND ' REQD., GROUT RISER TO BASE REQD., 24" DiAM. NYLOPLAST "DRAIN BASIN" RISER SUMP INV. 8.00 1 , 1 r a r REQD., GROUT RISER TO BASE v , tl t- n r S 1 PRE -CAST CONC ETE BASE a If) 0 y• w a i 8 LF 12" HDPE @ 0.25% EV LL. _J 1 f P72" DIA PROFILE VIEW It PLAN VIEW R QD., 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. 12.07 2d ro )p Ad ✓ vwnr.. ap � � MDIY iW rH f a of nrl r State Line 5oud Edge Lt. w Lane tine j p YeBop (]d-3d1 RPNs� 6• Yellow tltl 1- v 1 111111 IS Y/fRi(TY0_/I -- L IN -1 6" Ngek COMrest YFY RPMS J I-I9otted Extension Line flz(n9 the s IIII�IIIIIIIIIIIIIIIIIIIIIIIIII�II����11fI0�I�tll� +� wr.r.,«.of,.ffi,a,� 9Yxlfow (IT P, 1Y yr59" -. anar iremnti 7 6-Id Oatt 0 E t Ian Line r liilG'a i,io T.70 ):-T .ALTERNATING SKIP LINE ---- --- SOLID -LINE WITH. SKIP. rpn Lane Pazsmq Pr¢nro"ed ems 1/ r �I 0 'B d' a p a �-{ -p Dared Inre d ape Lore - p 99999F4S 9PD 99999� 8" Y : Ye"ow (id 3d) �q0' 15• 11 T 33 d. 31'Y 499A3.3,1. 111!'33333T6 Double Eontl Unes II��----�� WfR RP"s 6^ wl,lYve (Id 3dJ Y q• 3 P-0of[etl orop Llne Y/Y RPMs fiYp1 I""I IF Two. ... m ITrael r 4n¢ fl fl 'q % 9 9 Y 9 Y 5 - . v ev m u nr tr rc/n� ° 71/Y p '! v A_PNs 6 td 3d .i 10 SoliU P d [rlen Crosswalk Llne 3 N # 3 3 3 3 3 3 3 �' 3 37 i j d 2a• solid Stop Une 11T �: S SKIP LINE aa4 yedles W]R RPMz SMp Line or 2C 330 Ill 3d 3d 3V �J'P wawa Imo-- a.»a./a� T Id Q !p Ip IO.T :PAVEMENT MARKING LINES SKIP LINE WITH TWO-WAY LEFT TURN LANE 19 Rp 6"YeBktl-w � ND/YIRPPoa T. i ?YP)To f Peters Sklp 1 19 BIMk Conotaint (i Re Ye IIUW (III-3d) 6• leaek Contrast ..."ne _ m--.� L a• White OV-30I)1 r--id ---� /0 10 1 td 20 1 19 1 ol 20' 1 Fd 1 -I& I 2T : I IQ I tad I —f-Iry H - y SOLID LINE WITH ALTERNATING SKIP Wra RPM; 6^. fall..�pl..d'e„aI'll tr v 10' 30' SKIP LINE WITH: SHADOW MARKINGS.— Y(I PPNs J ^ Nv.� 6' Yellow (10-3p) '� j 6• Doubto Yellow 6" BIXk Control Ryp.) 1F IF yete d, qd •� ` �- ai IA bd tp o w �if White Skip fi : y 3 Rlxk Camrest?Y.N ! •I m: •� • • Rossg Y/Y rTYca wrarnen tt"End[i ALTERNATING SKIP LINE WITH TWO-WAY LEFT TURN LANE g 11. C 13'131 G 9. p 9 ,1� 6 IW g p3t a 9 6• IS DOTTED LINE WITH ALTERNATING SHADOW MARKINGS DOUBLE SOLID LINE (3-9 Dotted Line shop, other Datted imes Eli GENERAL NOTES:. LEGEND: T. offset all Ease t" Fred diS/C BACK 01' CURB oted or shown el Lines tinfess ofnerplse noted of ESP EDGE OF PAVEMENT n Yield UnitsnsA , of w whit. 1 30, qd �-= = Seeded FPM s RMSED PAVEMENT NAgKER I9 2 Srves ow b seduced far Slowed 9 lane Une Lene Line Edg2 Urre /fee -'18' X 4r wnlfe 10 Travel Cane.. �en4 IB tAadyk Whl b f e 'I, ,..N// W/R=WHITE/REV RPM �� 1�7W/ft traffic.Connote PX 3 P. Indel 7M of flPMs. on tampb, 'Yn - YELLO'NNELLOW PN R SeeIMex ]I]-003. 1 Id ' i.. I E0P tliened !thin tta/fm - \ Line. Who dblke la,le gI RPMs fTYp) a irol erorv, nr rrx{e: Y/R=YELLOW/RFD :RPM I prosN dd one N Make too t l/I /an of the RPM 3 : EvuallY Spared additional triangle rn the yyy the -s de coo, as the pavement 1 MD/Y NONO-DINECTICAM. Senter of the the lane: A A MULTILANE ne fkfry that it Is supplementing. YELLOW RPM - x YIELD LINES 1 5 1 LAST REVISION. '� DESCRIPTION' FY ?D1D-11 ':. TYPICAL PLACEMENT OF : INDEX SME£Y L45! DESCRIPTION, FY 2020-27 :INDEX 17/01//8 Fp STANDARD .PLANS RAISED PAVEMENT. MARBLiRS 706-001 T of Rend 77/DF :' h STANDARD PLANS PAVEMENT MAi2B,IINGS aR€€T �t 2 3 4 5 6 7- 8 9 10 11 0601 D1 APPROX. DRAIN AREA = 9.98 80 IN APPROX. WEIGHT m 3.54 USE 07.57 DIMENSIONSARE FOR REFERENCE ONLY ACTUAL DIMENSIONSMAYVARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUIYRATING QUALITY: MATERIALS SHALL CONFORM To AMM A536 GRADE 7040-05 PANT! CASTINGS ARE FURNISHED WITHA BIACKPAIM SIZE OF OPENING MEETS REQUIREMENTS OFAMERICAN DISABILITYRERtWDCnoN ACTASSTATEDIN FEDERAL REGISTER PARTIII, DEPARTMENT OF THIS PRINT DLSOCIIIES WIJECTMATTER N WHICH NYLDPUSTHAHPROpRETARYWGHTB THEMCEIPF OR P099ESyN>H OF1HIs wurvTOOFSNOfCaxFER TRANSFER, OR UC`NSETHE IISE OF THE DEBM M TECIN1culxroWumDN sxOVN xEREN OF 1H6pRNi D"WIY RfORtARCN CONTAINWHEFEINDATE Mi1CIE NFAEFWMI,FdiTHE DBCLGGUREioDTHER6 ORAWNSY AWA "1 340 MATERIAL YINIAERDMAYE zumzmius y FAXDT))i? N/g 14y p aSf MaMMEI Ipwani Fpm REMDSY JJC M1 1f I'lliNOMME TITLE /INDROPN JUSTICE,2SCFRPART38: 1SwMoDEN, EJ(CEPt8Y8PE4TFlCWRRTEN PERHLA9IDN FROM NYLORA4i. .11. IN' m A 8P IA SHEET Iml DAIi 1011.11 a REV D DROP IN GRATE TOPSOIL / r )601D1 0801 DI 1001 DI DI N ST DROP IN GRATES FIT INSIDE1201 ADS WlE ADS KIZMANCOR,DUAL WALL, SIX295 �1501 DI SEWER PVC, 10 SCH 40.DAN PVC PIPE == 1801 DI 2401 DI _ I III I I Tfl I_L___u I I Ill l _ TT THl4PWNi p8CL09E98U84EGT MTTBtIN WHX%1. NYLOPVST HAB PWNWETARY RI@118 THE RECEIPT. - DMWNBY AWA. MIPAWL 91>DN:RDMAVE GA W6f1 8HN ORPOSEEBSION OFTHIB PPBIID�BNDT WN FER DATE SNAI PNN 1/ 09Y1W (?M B1 TWWBF CR LICFMNETHE JIBE CFTHEOEeIW Eft OR -vJ. f EAX.R10) r4✓ ��YY TECHNCPLINFgi1MT10NSHdhN HERFLY FEPRODUCTIONDiLOR RfACTWOFORMg1RW RARfiEDSY ERC .PROJECT XOifUME - _!*as �,lal wval.nylopletue.cwn dlest.. CONiA1NEO HEREIN,ORMAIICFACMEOFANY GATE 1&11 TITIE BIM•&NDROPINGRATE NBTAWTON 11FORMHERFFR E IPISMc"110MLRETDOilERB IS FORSIDDFN, EXCEPT 8Y SPECIFIC WRIREH PERMISSION FROM NYLOPLAST. .yelp Hadnvat WYOBNE A BCAIE 1-0 BXEET 1DF1 pWp NR 10N-116Bii REV E 12 13 14 15 T lu r� �..: W 3 KT 26 N 4 cd d• 00 N N b Z {�'i C'Yi t` Ci4.l nkin "ad �N K, o x w cd Q 1M i NN di t 4 :$ E ky •� F Cd0 ��D� o C ONra, o o B a NwOw 0Nro d oI` ClaDO w ICOD �" 04 z EA to Me C o .._1 - z 0 U <( V'� 7NONABON SQF:•: >a v o 0 Q N w W i N a� „I Y1 M � I P � 1 Y w 1 t-x 1 W ' fLv x✓ .- - 1 T Y M , S x� k c Y T NO: 1646.20 V BY: zAM/PWM BY: PCJ/PWM SHEET NO: CIVIL DETAILS (4) H 3 4 5 6 7 g g 10 1 12 II 13 14 15 16 N N h M M to =+ r� v1 M i-I M W Ca M �o o (z dt 00 00 p M M.:.. -•• _ . ..ma'sa�-' wuH:w:iw+ tts�is4+Mrtw_ as M're�xak^avccar katn sMiienvii±`i�t�AeS a'+.u.54a`.rA�Pe*LKJai+alfiklPt 'VtaY�sYP^e« '*3. a$" . .. _ ia O a% ';t WM ^W$a" " 3O INVf EY. C d r AF e$PPF7t, ED 13Y 1`t fd:"jt,iPa EN&9EEP AIM3 T Gouw E ' �4'dES io' { 3� * 14 TWJq JO 94,wkE"N SfAiL 5TR(l #1 Qr j:'it t 13, SFt$'TTiYi'&C ;,, $&B C 6T RfS7L*E0 #4 WiN RPPVCA L O:.. fN* AAW REGLYREW-kF5.,- 4, EVS71NC sd7kiVE'S AN . E $ALt:U'E F7ELD ARi`FPr J POVON 7V COMMUCTOAt ANO ?LOi'EV OY 'S} WEER L OVS SWU 'E E'CgO A'WOO 5st€'� APPLt "Ptk'},' MA OfPW EN7 OF EAIVJc�"YPWA TA4. A.NO'-t4bWA ';'L6,,57 F -„ L73;s:AdFEG75`�?N.... e 4 t7" .� 7/I /202.0 STATE OF /13 r � � W a a o o 10111110 �I-4INI�iI'lIll; i x v� Gi{a: j �ry 5� S Y } � • i�``Q • } CHK'D BY: PGJ/PWM WATER CONST DETAILS 6 7 8 9 10 2 15 16 NOTE: SEWER LIFT STATION DETAIL INCLUDED FOR REFERENCE. CONTRACTORTO REFER TO "PUMP STATION DESIGN CALCULATIONS" DATED JUNE 1 2020 AND UPDATED JUNE 12 2020 BY IME CIVIL & SURVEYING LLC A� �2OO N A z M REFERENCE F.D.E.P. PROJECT # 0040075-323-DWC-CL AND COORDINATE WITH F.P.U.A. BEFORE ANY WORK IS TO BEGIN N q, 0 r. . v ada,rn Q �^ DC "C) w E -- - 9./� FLOOD PROOF ALUMINUM PUMP INFO tl Z, ACCESS DDDR TAT W xp % N bin B � C� (Y O { , WET WELL LATERAL VENT HORSEPOWER 2 HP LIFT STATION / l C ION SCHEDULE C o .o o a� FIBERGLASS VALVE BOX .. VOLTAGE AND PHASE 230V 1PH U 30 X 40 X 36 MANUFACTURE GRUNDFOS Z 0 x ® wEXAGGERATED FOR DETAIL - H (INLET PIPE SIZE 4 ❑ 6"' ❑ 8" ❑ OTHER_____.___ a 4 o MODEL# SEG.A15j20 _ Z o ( - LOCKABLE LID LOCKABLE LID -. SCH-40 S R- N FORE MAIN SIZE 2.00 INCH I INLET PIPE TYPE ® ❑ DR- 35�._ SS HANGER PUMP DISCHARGE SIZE 1.25 INCH J INLET TYPE ® GROMMET GRADE �. [:]CAULKING HUB OTHER ❑ K ALVE BOX Z YES ❑ NO W Z f -', E/ONE EQUALIZER _ "; L ALVE BOX PIPE ❑SCH-40®SCH-80[jHDPE SD_R11 zpp� M ENT TYPE STANDARD MUSHROOM VENT H V) .2 Z ODOR CONTROL VENT s CDD CC) V) :D r ;I TO CONTROL { C %) W r, PANEL 2 SS CAM AND GROOVE LIFT .NATION SIZE CHART FLUSHING CONNECTION Ii 06 Z a n: I3I iI DIAMETER (A) HEIGHT (B) COVER OVER DISCHARGE (C) I- ® U 2 HOPE 36" 84" C]12 ,% - BALL VALVE 48„ 102 18 ui I , I FLEXIBLE _ TO FORCE MAIN El 60 ❑ 108 [❑ 24 �-" ENTRY BODTS M, ❑ 72 _ ❑ 114 30 „ ❑ OTH R ❑ 120" ❑ 36" -_� � umNu %r I 126„ 48 T ❑ 132„ OTHER �4 P�'♦i♦ __._ � .`v ,t'♦. I ❑ 138 a. . N .. � � J 2 ♦ HEIGHT (B) ❑ 144" 7� OTHER E HDPE HOPE ❑ i W• CHECK VALVE _ li BALL VA VE p • OF <v• LIFTING CHAIN + n ?• P TRAP GRINDER PUMP II { HDPE 900 ELBOW ♦♦i� TONAL POWER CHORD Ip11,11 I� FIBERGLASS VALVE BOX ,. I ( 36 r l {� I HOPE PIPE , 2° SS CAM AND3GROOVE X, 1 DISCHARGE ADAPTER HDPE CROSS N GH WATER ALARM FLOAT FLUSHING CONNECTION LAG PUMP ON FLOAT I ;,{ HDPE ~ E LEADPUMP,ON FLOAT;( CHECK VALVE HDPE BALL PUMPS OFF FLOAT, CONCRETE BALLAST VALVE W 9 (BY OTHERS) CD 8 P-TRAP --- ---- yi - d W �' "y L o r J�00 ,j wLai --- `.i ,L.L{I a: e ©0 (� L L Q o h CD BOTTOM a ® DIAMETER (A) w � II r _I HDPE WE T WELL VENT BALL VALVE W I FLEXIBLE rT, ENTRY BOOTS AwI�-I LIFT S "i'.:N SECTION VIEW I� I LIFT "ATI N LA '�-D NOTE VIEWS EXAGGERAT F- _ _:_.__ U. O i OR DETAIL ` __, __ I N,T. S O j FASTENERS AND APPURTENANCES: ALL FASTENERS, F E S, LIFTING CABLES, FLOAT CABLE BRACKET, HINGES, AND APPURTENANCES SHALL BE MADE OF 304SS. MINIMUM. a NEMA 4x ' NOTES. A 30455 SLIDE/LATCH ASSEMBLY SHALL BE PROVIDED. FOR HOLDING THE ?':+ �--I DUPLEX CONTROL PANEL.COMPONENT SPECIFICATIONS: - m ENCLOSURE L. OWNER TO FURNISH AND INSTALL DOORS OPEN ON THE WET WELL AND VALVE BOX. ` CONTROL PANEL SHALL A ASSEMBLED AND BUILT BY. A ULSOHA ALL CIRCUIT BREAKERS SHALL BE MOLDED THERMAL MAGNETIC. li S/ 1 ELECTRICAL EQUIPMENT AND ALL :. CERTIFIED. MANUFACTURE FACILITY. - •. SLIDE. RAILS SHALL BE MADE. OF SCH 40 304SS PIPE.- '{ ASSOCIATED CONDUIT AND WIRE. •. PUMP LIFTING CABLES CHAINS SHALL BE 304SS. THE MECHANICAL INTERLOCK SHALL: PREVENT THE NORMAL AND ( / 2.' ALL WORK SHALL BE FURNISHED AND PUMP LIFTINGBALES.SHALL BE MADE OF 304SS. THE ENCLOSURE SHALL BE NEMA. 4X FIBERGLASS WITH PADLOCKABLE EMERGENCY MAIN .BREAKERS BEING ENERGIZED AT THE SAME TIME. y.ml { +rve, asr INSTALLED BY THE CONTRACTOR i DRAW LATCHES. EXECUTIONS +se rx cxihreoi. anvFr (. UNLESS OTHERWISE NOTED. -- -- C -- - �. AN EMERGENCY GENERATOR RECEPTACLE SHALL BE SUPPLIED IN 3. PUMP CONTROL PANEL SHAH BE RED ALARM LIGHT THE ENCLOSURE SHALL BE ABLE TO BE WAIL MOUNTED: ACCORDANCE WITH DEP STANDARDS. THE GENERATOR RECEPTACLE SHALL INSTALLATION SHALL BE STRICT.A000RDANCE WITH THE MANUFACTURE'S INSTALLED ON SIDE. OF BUILDING OR RECOMMENDATIONS IN THE THE LOCATIONS SHOWN ON THE. DRAWINGS. ^ M M --ti:. / NO FARTHER THAN 25 FEET FROM BE ADEQUATELY SIZED TO MEET THE EQUIPMENT OPERATING CONDITIONS. --- Iv _.LL.-� '- � . � '� '� -- THE FOLLOWING COMPONENTS SHALL BE MOUNTED THROUGH THE WET WELL. ALARM PANEL ENCLOSURE: NEUTRAL TO BE SUPPUED FOR BOTH 230 VOLT 3 PHASE OR 230 VOLT CERTIFIED ELECTRICIAN SHALL MOUNT CONTROL PANEL AND CONNECT POWER - -RED ALARM BEACON (LIGHT) SINGLE PHASE POWER. SERVICE TO PANEL PRIOR TO STARTUP AND FACTORY REP SITE VISIT. i ,rsx�ewt`c• 4.. PUMP CONTROL PANEL SHAH BE ALARM HORN { FOR EASE 0� SERVICE OPERATIONS. ( ) ', THE PUMP CONTROLS AND PUMPS' SHALL BE CHECKED FOR PROPER OPERATION I 5. ALL PANEL PENETRATIONS SHALL BE GENERATOR RECEPTACLE WITH WEATHERPROOF COVER ALL MOTOR SHORT CIRCUIT PROTECTION DEVICES MUST PROVIDE DE FOR ' FROM THE BOTTOM OF THE ALARM SILENCE PUSHBUTTON' UNDERVOLTAGE RELEASE AND CLASS 10 OVERLOAD PROTECTION ON ALL AND ENSURE THAT ALL LEVEL CONTROLS ARE IN ACCORDANCE WITH THE PLANS- Q� NEMA 4x OWNER TO FURNISH AND INSTALL THREE PHASES. VISIBLE TRIPINDICATION, TEST, AND RESET CAPABILITY AND FULLY FUNCTIONING. ....ENCLOSURE ENCLOSURE. I DEDICATED PUMP BREAKER SIZED THE BACKPANEL SHALL BE FABRICATED FROM 0.125 MARINE ALLOY MUST BE PROVIDED WITHOUT OPENING INNER DOOR. y a-- 6. INS ELECTRICAL EQUIPMENT SHALL BE I INSTALLED ABOVE THE 700-YEAR- ACCORDINGLY TO PUMP ® ALUMINUM ALL COMPONENTS SHALL BE MOUNTED BY MACHINED PUMP STATION SHALL BE VENTED PER MANUFACTURERS RECOMMENDATIONS G i FLOOD ELEVATION IF APPLICABLE. SPECIFICATIONS IN EXISTING STAINLESS STEEL SCREWS.. OPEN FRAME, .ACROSS THE LINE, CONTRACTORS SHALL BE RATED PER IEC { E'�taRM - ELECTRICAL PANEL BOARD STANDARDS AND PROPERLY SIZED PER. THE MOTOR REQUIREMENTS. � N F•�� � •4 (("" THE FOLLOWING COMPONENTS SHALL BE MOUNTED T - i BASIN INSTALLATION INSTRUCTIONS; > u" TED 0 BACKPANEL 1. INSPECT ALL MATERIALS SUPPLIED TO ENSURE THERE tK -MOTOR CONTACTORS .CONTACTOR SHALL PROVIDE FOR SAFE TOUCH POWER AND CONTROL ARE N0 DAMAGES �j -VOLTAGE MONITOR FOR SINGLE PHASE MOTORS OR PHASE TERMINALS. DUE TO SHIPPING PRIOR TO INSTALLATION. - � 2. EXCAVATE HOLE LARGE ENOUGH TO ACCOMMODATE BASIN, UNDERGROUND J.. { - COIarnaL Pawls : j MONITOR FOR THREE PHASE MOTORS I. pu -CONTROL TRANSFORMER FOR 460 VOLT LIGHTNING ARRESTOR SHALL MEET OR EXCEED THE REQUIREMENTS. OF PIPING; BACKFILL MATERIAL, .AND ADEQUATE WORKING SPACE. IGH • SILENCE RELAY ANSI IEEE AND SHALL BE SUPPLIED BE INSTALLED BY ELECTRICIAN AND 3. PREPARE THE BOTTOM OF THE EXCAVATED HOLE WITH 6" OF BACKFILL FROMM-DUPLEX ALTERNATOR MOUNTED ON THE .BOTTOM SIDE OF THE SWITCH DISCONNECT AHEAD OF MATERIAL OR .CONCRETE PAD. CHECK BASE TO: INSURE IT IS .LEVEL AND O �T � GENERATOR CONDUIT AS � -TERMINALS FOR FIELD CONNECTIONS THE PUMP CONTROL PANEL. : I SMOOTH. �n �l F•I-I + L_. .. \, REQUIRED PER • TERMINALS FOR MOTOR CONNECTIONS,: FOR SINGLE PHASE MOTORS 4. INSTALL BASIN ON GRAVEL BASE OR CONCRETE PAD,.. ANCHOR IF TT { ( RECEPTACLE LOCAL CODE ::GROUNDING LUGS A VOLTAGE MONITOR SHALL BE SUPPLIED FOR SINGLE PHASE SERVICE. NECESSARY. �I 5. CONCRETE MAY BE PORED AROUND BASIN BOTTOM IF BALLAST. IS REQUIRED • s-� I-- THE INNERDOOR SHALL BE FABRICATED FROM 0.08 MARINE ALLOY A PHASE MONITOR SHALL BE SUPPLIED FOR THREE PHASE SERVICE. FOR BUOYANCY,' { I { { LOCKABLE € ALUMINUM: THE INNERDOOR SHALL HAVE A CONTINUOUS ALUMINUM : - �', 6. BACKFILL WITH PEA GRAVEL 4" TO 6" AROUND THE ENTIRE PERIPHERY OF ' } I I E { { ENCLOSURE PIANO HINGE. A GREEN PILOT LIGHT SHALL BE SUPPLIED.. FOR EACH MOTOR. THE PILOT THE BASIN/COMPACTED BACKFILL MATERIAL IN 12" LIFTS. STOP .AND. 0 I lT1k CONDUIT HUB LIGHT SHALL ILLUMINATE EACH TIME THE MOTOR IS CALLED TO RUN. CONNECT PIPING AS REQUIRED.- L, { I { { LEVEL- ' ( { I - I ( - THE FOLLOWING COMPONENTS SHALL BE MOUNTED THROUGH THE c7 Cam' 'CON,:ROLS II.1 PUMP POWER.( ( THE C EACH PUMP SHALL HAVE AN ELAPSED TIME METER TO RECORD THE RECOMMENDED BACKFILLMATRIA Z (FLO.AI'S OR PUMP POWER CABLES -MAIN CIRCUIT BREAKER GRAVEL OR STONE TO BE FREE FLOWING, NATURALLY ROUNDED AGGREGATE , - ({ ({ CABLES { 1 ACCUMULATED RUN.. TIME. ' THE ETM SHALL BE 2" DIAMETER,'( '{ TRANSDUCER 2 CONDUIT - : -EMERGENCY CIRCUIT BREAKER NON-RESETABLE` SIX DIGIT TOTALLY ENCAPSULATED UNIT. : WITH A .PARTICLE SIZE OF NOT LESS THAN 3 8" OR LARGER THAN. 3 4" IN rl + I I " + �.,i I I I ( } 9 i� �GRAVITYSEWER FROM B ILDIN / / I {2 CONDUIT) -MECHANICAL INTERLOCK FOR EMERGENCY AND MAIN BREAKERS i DIAMETER. I I y { { j� I ( - -SHORT CIRCUIT PROTECTORS RELAYS SHALL BE ICE -CUBE PLUG IN TYPE OR PLC TYPE. RELAY J +, •'°"-'-.1 -'-- -CONTROL CIRCUIT BREAKER ELECTRICAL NOTES. W CONTACTS SHALL BE RATED 10 AMPS MINIMUM DPDT. i i { � {` I I ` � _' � ° ,. � ` -SEAL FAILURE INDICATOR LIGHTS <{ ! `N �� I Ii ` �I '"I°)` •HAND -OFF -AUTO SELECTOR SWITCHES (.DISCONNECT IS REQUIRED WITHIN SIGHT OR 50' MAX FROM PANEL F-1 { { ..1.,+.. _ ( �= TWENTY TERMINALS SHALL BE SUPPLIED FOR FIELD CONNECTIONS. ! - s - I 1 „ - i (. { { (I _ .: { ,,,[� -PUMP RUN .PILOT LIGHTS ' LOCATION. ( • P R N P 2. COORDINATE ALL ELECTRICAL WORK PRIOR TO CONSTRUCTION. ' T I - OWE 0 (LOT LIGHT _ EACH MOTORS OVER -TEMPERATURE CONTACT SHALL BE -CONNECTED TO 1. -''. ,.�¢, -, ( { {) '�•<'. �-.- �- -ELAPSE TIME METERS NON-RESETABLE T _ i i.' PANEL SHA[,1, BE MANUFACTURED TO UNDERWRI7"F,RS'S LABORATORIES �! ,.,I`AY �I, - E I I•. ( ) HE TERMINAL STRIP AND SHALL OPEN A CONTACT TO DE ENERGIZE THE STANDARDS AND LABELED ACCORDINGLY. •CFI DUPLEX CONVENIENCE OUTLET APPROPRIATE MOTOR UPON A HIGH TEMPERATURE WITHIN THE MOTOR.. !., PROJBCTNO: 1646.20 ' _C < •. - 'LI ,f , , 4. EACH PI,EXIBLF, CABLE SHALL BF, PROVIDE WITH A WATERTIGHT SEAL AND I { I.. -- "- I: - MISCELLANEOUS: ALL WIRING ON THE BACKPANEL SHALL. BE A 15 AMP GFI DUPLEX RECEPTACLE SHALL BE SUPPLIED AND MOUNTED li SEPARATE STRAIN RELIEF: DRAWN BY: Z-,AM/PWM CONTAINED WITHIN THE WIRING DUCT. ALL WIRING BETWEEN THE ON THE INNERDOOR. 5. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL MEET THE. Date I REQUIREMENTS OF WEATHERPROOF EQUIPMENT NEMA 4X. �i! �i�2017 INNERDOOR. AND THE BACKPANEL SHALL BE CONTAINED WITH A CHK'D BY: PCJ/PWM PLASTIC SPIRAL WRAP.: GROUND LUGS SHALL BE SUPPLIED AND. APPROPRIATELY SIZED FOR EACH 6. A 110VOL'I' POWER RECEPTACLE WITH GROUND FAULT INTERRUPTION (CFI) MOTOR AND FOR SERVICE ENTRANCE. I, PROTECTION SHALL BE AVAILABLE TO FACILITATE MAINTENANCE EITHER Scale NTS , - EACH WIRE SHALL HAVE: A WIRE NUMBER AT EACH ENO TO �, INSIDE THTRICALCONTROL PANEL OR WITHIN 25 RDA OF WITCONTROL PANEL. �'' ET NO: CONTROL [�/� RACK MOUNT CONTROL /� A' CORRESPOND TO THE AS BUILD DRAWING FOR FIELD NAMEPLATES FOR NN RDOOR AND BACK PANEL SHALL BE OF A. 7, ALLELECTR[cALwoxxsxALLBEYNACCQRDANCEw[THi.O�ALCOnES. CONTI OL PANEL 1 LACK MOUNT CONT' `OL PANEL WALL MOUNT TROUBLESHOOTING: '�, GRAPHIC DESIGN SPECIFICii �Y DEPICTING THE INTENT FOR EACH DEVICE !I 8. ELECTRICIAN SHALL SEAL OFF. CONDUIT RUNS WITH APPROPRIATE Drawn EDS MATERIAL 9. CONTRACTORS SHALL VERIFY POWER SOURCE PRIOR to ORDERING THE CONTROL PANEL SHALL BE ASSEMBLED BY A UL508A CERTIFIED EQUIPMENT MANUFACTURING FACILITY, ANY VARIATIONS TO .THIS PLAN SHALL BE Checked By BDS SUBMITTED TO FJ NUGENT & ASSOCIATES TO CONFIRM THAT THE 10.NEUTRALTO BE SUPPLIED FOR SINGLE PHASE AND THREE.PHA§E POWER. ' PROPOSED CHANGE DOES NOT CREATE A N ILELECTRICAL EQUIPMENT SHALL BE INSTALLED ABOVE THE ih,YEAR FLOOD EQUIPMENT CONFLICT. I ELEVATION (WHERE APPLICABLE).Sheet A, 1 SEWERY.S. L_JDETAILS 1 6 7 g g 10 11i 12, 1 13 1 14 1 15 I 1 2 1 3 1 4 5 6 7 8 1 9 10 11 12 13 14 15 16 I LEGEND IVU / ,� BENCHMARKW p O , .. : u��/\ ,'6`J� l d' 00 �t �!`�/\ /'`'!' 1... \� ,,% / ^ v...' X`h. 1. %'• r,..:yx: .^ �•" / /\,'\ , /.'a, i 1. ;i\f'.. r ct G� goo r•-1 > ,/, X ,.., n f: r.>f \ CAPPED ROD FOUND N x CRF V ` V 1. y.• ,M \ '� K J a\{.c\53, av: \/ . �a. � J � ^'�,/ Cd ice. r` � ,. `Cj )< , ..; ,y. � . CRS CAPPED ROD SET n :K\/ P y t r >' RIGHT-OF-WAY � ;T. "' x.N , ,x. y. " `s..f _ _ PROPERTY LINE 0 a�:i \ / \ t� t w ti < k }\ w E a. N � O. O lyil v� t \. '� O M 15�Q to :G N n •,' ,- ` - PROPERTY LINE (ADJACENT) Z a, N U .0 N ,.. .^'-✓'X _>l ,.� ems,.. _ N v O + c N .EXIST. EASEMENT LINE m o .� m n AyN(y C�I3w -F ./ '. -_✓ �TCHH 94 o -� r r ` e '.-.: k.': :.... .'e .v"'PP '1'-.,' '.:::'... '�'>�" '' n '' a,. e a. .$" ',. I O..P7 .. 'O } x x 7 l EXIST. OVERHEAD UTILITY AND UTILITY POLE a x .. r r ..uT. � `� P� P uFe { { c� -�>— i. .., e .v :a .+ ::�:.,.,• 6FlE — OM ONE +' a x '.O ,-�-{, a--ii6 a s �7-� I - - fHHO ® ,�, I I GUY - EXIST. GUY WIRE AND UTILITY POLE /x ... %\.�s—..-,+m a_t . a . .a_a 6 /.� a . i. .i_i a. .. a �_a t��_a . a �— a . a _a_ i . • �_ {. :a �_ a. . i �_ {. z.w:_.: f :r ° " { _ < 3 =>.. PP: r POLE , {UTILIT>EASEMET (ORB {75 P661 IxxWITH Cq i { S?C i RAFFICa CABINET � S bli "DROP GRAPHIC SCALEa { { > .-( ss EXIST. SANITARY SEWER LINE X- X. W 20FAI 20 0 g TEL TELEXIST. TELEPHONE LINE P .- i",`> i { i _{ _i`:"_`�-...__a�'_: - >`.i { i a a -i {i �"4•r;�_3� i ♦i i i .-a i a 16 .i_,{ :i. { .i`.:�{. '..i: {= { i >.�a w_,.> ..t—. i-- { _a ;::a" `. { i-- i__'a:-...i...., a, { '�a . {�a{' .{rJa, iW>,{ {i: ' Y7 { { �:I I I II � __......./".____.._. / �: •Jt \ : I 1 D)C a., { a i ii > { IN FEE EXIST. FENCE LINEOP IfCh 2) f EXIST. PIPE f SEA PROPOSED SETBACK LINE I P APPROX. OUTFALL LOCATION L..—)OP TE CURB & GUTTER Z 7-7 'UPROPOSED 24" CONCRE27p25t30 N 80p21t45nW p V CJ V --__._ _. ___ -._ __ , I c� l a ,�, , / PROPOSED 6 CONCRETE CURB �,�,� : O " I I P _.�\. .+..... _`.-... Y^"...: __•_ .. O :-, '�:. _._._._.-... _ i I I I I I i s Y, '.K \ LPP I U, •Q.� ..; / �{ _.. .. __.. _ -, _: ,_._ _- ® EXIST. CONC. POWER POLE ai e \ , _ . OF jS ------------- I i Ow EXIST. LIGHT POLE ., a EXIST. WATER METER .__ , IID^r EXIST. WATER VALVEk I 0 PX\, �.' { > a > a { {I EXIST. FIRE HYDRANT x aj I` W EXIST. ASPHALT PAVING °°°° °`t�®,(��P�\+'C��>,' tl•TI� �iB3/ylZ �i H , E i WA I P3 �{ fag L I Ix I I EXIST. CONCRETE E 7/CS EXISTING BUILDING FFE:17 85' 14/R OF DBA PROPOSED LIGHT DUTY ASPHALT C0 b.TI,. 'CEP tT I I I I II PROPOSED HEAVY DUTY ASPHALT . X / v f F I PROPOSED LIGHT DUTY / I " _ 18{' I I II� (� EROSION CONTROL LEGEND F j i la J i i a t ++� I + I i i �„ W a I I I I CONCRETE (BROOM FINISH) F 1 ��{ CEP Construction Exit Pad 111I, GS Gfa555Wd1e : - .° �'• � w P�$ PROPOSED HEAVY DUTY aW . 0 X`'liS" `, /^ a a i i i _''.. ;. 3. ,' _ •" �{ i I I � � I OP Outlet P rotection CONCRETE (BM FINISH) m iC 13ti7 { E IP� r ,xx.,,;'f+ . Inlet Protection O pg iXx,f \! . 'x i�`��t<(:\I.\, y, �lY'• /..'/<,' .„\... . a ';..._ {a ai J{ a{ •,.I r; a�: a{ { >> i{ { >a -a{ --t{ - ,__..__, ,:`�.�B-'lf - _ ," >{.♦' a I IIII I .�' EXIST. 1 FOOT CONTOURr ` SBA Sediment Barrier Silt Fence Type A) xI iYia i a a a a { a a i +s- O - EXIST. 5 FOOT CONTOUR W F DBA Double Sediment Barrier (Silt Fence, Type A) I 1 - a i i i > { 3 n! I O O O O O 16 `- ' - 9 ~ { { ,y I I I I I I II BA Bio Retention Area x 4,6p EXIST. GRADE SPOT ELEVATION N N N N N u, y n a ,., �s4 + 1 _ O oo I P 15 J� 4 I C] N m m x x'`t. a"i i Nd �.'.�'. { a SS .Solid Sod 16 PROPOSED 1 FOOT CONTOUR -�.u.. OSE TP Tree Protection 1s �� PROPOSED 5 FOOT CONTOUR I wattles 13.50 T. D.C. FINISHED GRADE ELEVATION (TOP OF CURB) {x Y a{ i{ { > i > { i �99 W I P P Ys� r>{ { { i i i i I 13.00 FINISHED GRADE ELEVATION x _ x �, { I o SUBJECT PARQ� LS i { i i , I I III Silt Fence (SBA, II I II IIIIII I �I I I I ia DRAINAGE DIRECTION 0 1.80 AC APPSS (SolidSod III Seed .&Mulch) ia All Areas Required To Be Properly Stabilized PROPOSED RIP RAP W/ FILTER BLANKET PROPOSED , � s BUILDING ;` CONSTRUCTION PHASE SEQUENCE {{ i > i a' vPHASE ONE SF �--� 4-1 a� v. ItiYXx x� 'i { ©'O a a {B i� > I { I I I� IY I • INSTALL CONSTRUCTION ENTRANCE/EXIT I •:�X"> a a i >� I a' p { I I • INSTALL TREE PROTECTION y k y , ,ass,{ {' i ��+" : i i I a a K a I I �� I • CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT i eo i - : ' { > > i es xrses > { a • INSTALL SILT FENCE (SBA) m _ I`x' � .� - � :�. { , _�:: P �� i , I ro, �i i i s > I ( f II PHASE TWO v a LL > i a . 19.00 IP I� I RAINFALL INSPECTION NOTE. m a _ _ { > { • CONSTRUCT AND STABILIZE WATER QUALITY POND/SEDIMENT BASIN t (•. 1 I y i { > . > a > i • INLET AND OUTLET PROTECTION TO BE INSTALLED ALL EROSION CONTROLS SHALL BE INSPECTED BY A QUALIFIED �I PHASE THREE PERSON WITHIN 24 HOURS OF A RAINFALL EVENT OF INCH OR F� GREATER AND REPAIRED AS NEEDED. '_ {• _ _ . II I I. II ...DEMOLITION AND REMOVAL OF DEMO DEBRISW II •CLEAR/GRUB REMAINING SITE AREAS SITE CONSTRUCTION DEBRIS DIS POSAL NOTE. > - jrXK K,X I { ;' { i 18__� - ry ' a t a \\ v , ' �' ,' { • i I I III I PHASE FOUR A DUMPSTER OF SUITABLE SIZE SHALL BE ON -SITE DURING ALL PHASES OF CONSTRUCTION ACTIVITIES AND EMPTIED AT A a0 A ✓ X' ' a { a a > { { -`_ .. 6 >' 1 I I • GRADE SITE TO ROUGH GRADES SUITABLE PERMITTED DISPOSAL SITE AND REPLACED AS NEEDED , 't ' a { I I I THROUGHOUT THE DURATION OF THE PROJECT. ALL DISPOSAL :: tdXi0 II II I I C) xPHASE E SHALL MEET ALL LOCAL, STATE, AND FEDERAL CODES AND 1> 18 i 17 REGULATIONS. {17 CONSTRUCT UTILITIES (WATER, SEWER){ a � 18 I BUILDING CONSTRUCTION BEGINS NOTES i — \ {{a a a { { a { 1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND PHASE SIX SH9 57 W 255.31 I I MAINTAINED IN ACCORDANCE WITH THE LATEST FDEP - �s I I • CONSTRUCT ROADS (PAVING INLET PROTECTION CURB AND GUTTER SIDEWALKS) Ui STANDARDS. I 1 N j/ I x " I I • BUILDING CONSTRUCTION CONTINUES Ij yI I SE& 5/8" IRC sur 2. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 14 DAYS (L680 8) / ( I I PHASE SEVEN SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND SITE SURVEY PROVIDED BY; R MULCHING. (),4rd rr FND 5/8" ' SBA _ I lei I ` d • BUILDING CONSTRUCTION COMPLETED XN,x NO,.ID) Q xrr r • STABILIZE DISTURBED AREAS WITH SOLID SOD O -._ } J I I 3. ALL SLOPES SHALL BE TRACKED PERPENDICULAR TO THE INSTALL PERMANENT LANDSCAPING 11 A xr$ \ _ �, I I • SLOPE. ' PROJECT NO: 1646.20 3p;'- f 4. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION ° DRAWN BY: ZAM/PWM PHASE EIGHT L 9x �ox ROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE CHKD BY. f I REMOVE BMP MEASURES PROJECT ENGINEER, AND APPROVED. PCJ/PWM 7 1 ENGINEERS Q SURVEYORS xr6sa PHASE NINE ENVIRONMENTAL SHEET NO: \ I I I I I 5. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL \ < BE CONTRUCTED INSPECTED AND APPROVED PRIOR TO r\.,x, THE / u\ ; i I • CONVERT SEDIMENT BASIN TO PERMANENT FUNCTION BY REMOVING CAPTURED SEDIMENT WORK 10250 VILLAGE PARKWAY ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY t ^... - I I I I I AND INSTALL PERMANENT VEGETATION IN DISTURBED AREAS. UNIT 201C16 t PROJECT n ENGINEER. `/ / r J \� j i� I I I I • PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION PORT ST. LUCIE, FIL 34987 L xV, I p r- 6. ALL DISTURBED AREAS WILL BE SOLID SODDED OR SEED & M 772-462-2455 _ EROSION 90AK �,h �W I I I I I MULCH (SEE LANDSCAPING PLAN). www.edc mc.com Co .CONTROL 1 2 3 4 5 6 7 8 9 1 10_ 11 1 12 1 13 1 14 1 15 � 3 n u a I 7 6 HOGWIRE FABRIC MATERIAL �IN TRENCH APPROXIMATE COMPACTED BACKFILL STORM DRAIN 6" X 6" TRENCH PIPE T RUNOFF 3xd a r T ` i DUMPED RIP -RAP - ROCK BERM PLAN VIEW N d ROCK BERM DUMPED RIPRAP // C STORM //////////------ 2" MIN. r�,,,.,o''..✓'a,,+r.✓s' .A, SEWER PIPE r �'`•.. r✓ ,... ;-_z..zir-=�- DOZER TREADS CREATE --+� `, �° -`�" h- GROVES PERPENDICULARr✓ �0 TO THE SLOPE 6 x d SECTION - <1. GRADE FILTER BLANKET OR FABRIC 4 5 6 STEEL "T" POST OR AN APPROVED EQUAL 9 12 13 14 15 p�+�i++MOIS���e�•�Cii�sp���is�ii0'�i`��%i� -1*' i�i'%%i' �' r �++'•{ ls.�l:►.q, ..�4w•.•�.s. -ssM, N..200MOR..Qi•.+i•� •.Ee►�iA1. ..+..!1+.�..�1►+�Oiso as.�+. �. ..�.+....� r�..roo•.+.•.000:•.+.+.+.r.� .+: Q.��t:`Pwe'ae.+�,aa:.:•.e,+:'d0r�. Pad:•.+.ee.•a.�:•..�..•,•..o�0a.1r❖; ......... ---'-'--+-'•'-aa.+-•-�:a°a oSITE VIEW ROUGHENING , NTS U K II II II II II N a II II I II II RIPRAP OUTLET PROTECTION u u STEEL "T" POST u� HOLES SHALL BE PROPERLY u u NTS STORM DRAIN INLET OR AN APPROVED BACKFILLED AND TAMPED WITH WATTI-E EQUAL (TYPICAL) SOIL TO APPROXIMATE DENSITY , a OF EXISTING SOIL SILT FENCE STORM DRAIN PIR_E ; N w u il a r q v w y 4 TYPICAL SILT FENCE INSTALLATION NTS C.PNIPPAI NinTPQ SURROUNDING STABILIZED AREA y STORM DRAIN INLET WATTLE ;— WATTLE STORM DRAIN PIPE_ TYPICAL INLET EROSION CONTROL NTS ADJACENT ROLLS SHALL TIGHTLY ABUT 3 �0 �r 3"-5" SLOPE ISOMETRIC NTS / 8"-10" DIA. 1"x1" STAKE NTS SPACING DEPENDS ON SEDIMENT, ORGANIC MATTER, SAND NATIVE SEEDS ARE OIL TYPE AND SLOPE STEEPNESS. CAPTURED BEHIND THE ROLLS SLOPE SECTION NTS NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" - 5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. STRAW WATTLES NTS MIN. N.S.A. R-2(1.5"-3.5") COARSE AGGREGATE GEOTEXTILE UNDERLINE WIDTH = FULL WIDTH OF VEHICULAR ACCESS, 20' MINIMUM. PROVIDE PERIODIC TOP DRESSING WITH 2' STONE, AS NECESSARY. STONE SIZE = 1 1/2" TO 3 1/2" DIA. \ 50, MINIMUM AS EQUIRE 20' MIN. —/ STONE PAD CONSTRUCTION EXIT NTS WOOD OR METAL STAKES (2 PER BALE) STRAW BALES (2 BALES HIGH MAX) - 3 4 5 6 7 8 9 0 ORIGINAL GROUND GRAVEL -FILLED BAGS IN CORNERS STAPLES PLASTIC LI (2 PER BALE) SECTION A -A 14'-9" MIN 1. TYPE "A" SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. 2. SILT FENCES ARE TEMPORARY EROSION CONTROL ITEMS THAT SHALL BE ERECTED OPPOSITE ERODIBLE AREAS SUCH AS NEWLY GRADED FILL SLOPES AND ADJACENT TO STREAMS AND CHANNELS. 3. REPAIR OR REPLACE DAMAGED FABRIC AND SUPPORTS AS NEEDED AND REMOVE SEDIMENT WHEN IT HAS ACCUMULATED OVER 1/3 OF THE HEIGHT OF THE FENCE. SEDIMENT MUST BE RETURNED TO SUITABLE ONSITE SEDIMENT STOCKPILE OR TRUCKED OFFSITE AND DEPOSITED IN AN APPROPRIATE DIRT STORAGE FACILITY. 4. WHEREVER POSSIBLE, SILT FENCES SHALL BE CONSTRUCTED ACROSS A FLAT AREA IN THE SHAPE OF A HORSESHOE. THIS AIDS IN PONDING OF RUNOFF AND FACILITATES SEDIMENTATION. 5. AFTER THE CONSTRUCTION AREA IS STABILIZED AND EROSION ACTIVITY CURTAILED, SILT FENCES SHALL BE REMOVED. 6. RING FASTENERS USED TO SECURE GEOTEX11LES TO WOVEN WIRE SHALL BE 13 GA. (AMERICAN). 7. IF WOOD POSTS ARE USED, STAPLES FOR SECURING WOVEN WIRE TO POSTS SHALL BE NINE (9) GAUGE, GALVANIZED, 1 1/2" LONG, FIVE (5) PER POST ® APPROXIMATELY 1'-0" ON CENTER. 8. WOVEN WIRE TO BE 12 1/2 GAUGE (MINIMUM). SPECIFICATIONS o a o 0 0 0 0 0 0 0 0 � 0 0 0 0 o 0 o 0 0 0 0 o a o 0 0 0 CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION PLYWOOD + CONCRETE + WASHOUT I —STRAW BALES �— WOOD OR METAL STAKES JA — WEDGE LOOSE STRAW BETWEEN BALES GRAVEL -FILLED BAGS IN CORNERS 4'-0" X 2'-0" PAINTED WHITE BLACK LETTERS 6" HEIGHT LAG SCREWS o W00pp POST (3J¢" X 3Xi" X 8'-0") CONCRETE WASHOUT SIGN DETAIL co STEELAW II II IRE STAPLE DETAIL i[: b0 r Wm�d 4 aides 5wo"'w CIL NN Q m a�ra m cq k N iB �Y c} WO W m � o a.+ Z �d E.. _I U V) o <u 0 O 4 (� N �Q D PLAN TEMPORARY CONCRETE WASHOUT FACILITY (ON GRADE) 12 13 4 i5 16 E a H x H a > a z rVi> �>] Fo 0 0 0 0 ca N a �a r� cV cri v .n w H O � ao d' Z M M E-1 > Q-1 t4 O � FBI O W m PROJFCT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: C17 EROSION DETAILS 3 4 5 6 ? 5 ( 9 E TRAFFIC CONTROL PLAN 6 ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART 6 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CURRENT EDITION. h POSTED SPEED LIMIT OF VIRGINIA AVENUE IS 45 MPH f POSTED SPEED LIMIT OF S. 38TH STREET IS 25 MPH I 12, 10 ( 11, 13 14 15 16 N SPEED LIMIT 5 POSTED SPEED LIMIT (VIRGINIA AVE) SPEED LIMIT POSTED SPEED LIMIT (S 38th ST) (U M W �O �N� A �i M OGC$��.. � N � to -0 ax Corn �cts Q m pr. o �c�NN O.ice M V �zC fir. �i m w Ny g c0O w oN v PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWN1 SHEET NO: 2 3 4 i i 1 5 6 7 8 9 1 A B 30HT OF WAY TAKING (ORB 787, PG 57) NST51'45"(D) N89"53'42"E(C) a �25.91D"-I--) ,2'V 12'W —�2'w — 1, r OHE OHE O { O U U D r� N N N 00 zz Z— 11 u EO= i I 10 {�_ IQra , II i I I v --,� 1 TREE PROTECTION PLAN '-' 2`'I Scale: 1 "= 20' z 0 2 3 4 5 6 7 8 9 10 12 TREE REMOVAL & MITIGATION (No Trees to be Preserved 13 Total Regulated Canopy Tree DBH To Be Removed: 30" Required DBH To Be Replaced (2:1): 60" Required 4' Trees To Be Replaced: 15Trees Provided Canopy Replacement Trees: 15Trees Total Palms to be Removed: 4 Palms Required Palm Replacement (1:1): 4Palms Provided Palm Replacement: 4Palms PNT # DRH (',FNt1C SP _I S COMMON 1002 40" Quercus laurifolia NAME QQTY 1 MITIGATION MITIGATION SIZE N/A No/ Laurel Oak 1003 40" Quercus laurifolia Laurel Oak 1 No/Unhealthy N/A 1000 24" Quercus laurifolia Laurel Oak 1 No/Unhealthy N/A 1009 36" Quercus laurifolia Laurel Oak 1 No/ N/A 1011 10" Quercus laurifolia Laurel Oak 1 No/Unhealthy N/A 1007 Saba[ palmetto Cabbage Palm 1 Yes N/A 1008 Sabal palmetto Cabbage Palm 1 Yes N/A 1010 Sabal palmetto Cabbage Palm 1 Yes N/A 1012 Sabal palmetto Cabbage Palm 1 Yes N/A 1004 18" Pinus ellioottii Slash Pine 1 Yes 18" 1001 12" Pinus ellioottii Slash Pine 1 Yes 12" TREE PRESERVATION NOTES TREE SURVEY DISCLAIMER: 1. ALL TREE SURVEY INFORMATION HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY JADE ENGINEERING. TREE PRESERVATION/REMOVAL NOTES: 1. ALL TREES PROPOSED FOR REMOVAL ARE SHOWN IN BLACK WITH AN "X", WHILE ALL TREES TO BE PRESERVED ARE SHOWN IN GRAY. 10 12 13 14 I 15 I 16 landscape architecture land planning placemaking. ,.948.7181 Foley,251. Alabama � \ J Mobile, Alabama GNP. 23 Jackson, Mississippi DES 601.70.081 P. 601.790.0781 landscape architects LC26000643 www.was-design.com 14 1" 16 �O O �O 00 M_ d\ M M M c�NN B P;NP4ou: HU o Y L/) C W � d) L." O 1� ^UUY w Registration — FL LA6666896 Drawings not valid without seal F July14, 2020 F 717 LL I yr� L ' yr® l ' w J n9an O M K ld/ i--1 bA L .� w M PROJECT NO: WAS: 193097-142 DRAWN BY: SW CHK'D BY: Vw SHEET NO: N Tljzuu 1 2 3 4 5 6 7 9 10 12 VIRGINIA AVE. FRONTAGE ROW REQ. PROVIDED 1 tree per 30 LF ROW @ 229.1 LF = 7.64 trees Total Frontage Trees Required: 8 trees 8trees 1 shrub per 3LF ROW @ 229.1 LF= 76.35trees Total Frontage Shrubs Required: 77 shrubs 50shrubs S. 38TH ST. FRONTAGE ROW REQ. 1 tree per 3OLF ROW @ 293.8LF = 9.791rees Total Frontage Trees Required: 10 trees 10trees 1 shrub per 3 LF ROW @ 293.8 LF = 97.941rees Total Frontage Shrubs Required: 98 shrubs 50shrubs BUILDING FACADE LDSC STRIP REQ. 1 shrub per 3LF of BLDG perimeter @ 200.0LF = 66.67shrubs Total Shrubs Required: 67shrubs 83shrubs INTERIOR VEHICULAR USE AREA REQUIREMENTS Required Interior Landscape Area 24063 sf VUA - 15 $f = 1,604 sf Total Interior Landscape Area Required: 1,605 st 1,608 sf Required Interior Trees 1604 sf - 180 sf = 8.91 trees Total Interior Trees Required: 9trees 9Trees SOUTH LDSC BUFFER BjTVUA & ABUTTING PROPERTY 1 tree per 30 LF VUA @ 90.1 LF = 3.00 trees Total Trees Required: 4trees 4trees 1 shrub per 4LF VUA @ 90.1 LF = 22.52trees Total Shrubs Required: 23 shrubs 39shrubs EAST LDSC BUFFER BJTVUA & ABUTTING PROPERTY 1 tree per 30LF VUA @ 3W.1 LF = 10.10trees Total Frontage Trees Required: 11 trees 11 trees 1 shrub per 4LF VUA @ 303.1 LF = 75.78trees Total Frontage Shrubs Required: 76 shrubs 77 shrubs 10 12 13 I 14 I 15 I 16 landscape architecture land planning placemaking ,. Foley, Alabama P. 261.948.7181 Mobile, Alabama ` I DESIGN P 7ackson, Mississippi S 60251.344.4023790.81 P. 601.790.0787 landscape architects LC26000643 www.was-design.com t` tn tn Z "DM 01 M M mr—r- 05 CNN g a:clr�Ow HU o Y Y r aq Q' O — I--1 U 'A � O Q;UU� l� Regbtradon - FL LA6666896 Drawings not valid without seal E A ✓ --------- July 14, 2020 F E. o � w Q G N Q � W ® /�� v , w^ � M M Hn ct bA L W M PROJECT NO: WAS: 193097-142 DRAWN BY: SW CHK'DBY: VW SHEET NO: A B D E r G i i K I Z 2 3 4 i 5 6 7 PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS AR 15 Acer rubrum Red Maple 30 gal. or B&B 3" DBH 12' Full head, specimen quality BS 3 Bursera simaruba Gumbo Limbo 30 gal. or B&B 3" DBH 12' QV2 19 Ilex x attenuata 'East Palatka' East Palatka Holly 45 gal. or B&B 3" DBH 12' Standard, Full head, Florida #1 Quality LN 2 Lagerstroemia indica'Natchez' 'Natchez Crape Myrtle 30 gal. or B&B 8'-10' Minimum 3 trunks; full head TD 20 Taxodium distichum Bald Cypress 45 gal. or B&B 3" DBH 12' Full head, specimen quality TR 2 Thrinax radiata Florida Thatch Palm 30 gal 5'-7' Single Trunk PALM TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS SP 4 Saba] palmetto Sabal Palm FG 14-16' H Clear -trunk height noted SS 6 Sabal palmetto Saba[ Palm FG 20' C SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS OBW 168 Conocarpus erectus Buttonwood 7 gal 48" o.c. NP 32 Nerium oleander'Petite Pink' Petite Pink Oleander 3 gal 42" o.c. + RS2 44 Rhaphiolepis indica'Snow White Snow Whill Indian Hawthorn 3 gal 15" 36" o.c. Full ZP 194 Zamia floridana Coontie 3 gal 36" o.c. GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS SB3 89 Spartina baked Sand Cord Grass 1 gal 30" o.c. Ic SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS JD 66 Juniperus chinensis'Parsonii' Parson's Julniper 3 gal 30" o.c. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS AB2 66 Agapanthus africanus'Blue' Blue Lily of the Nile 1 gal 18" o.c. SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS PIN 31,224 sf Paspalum notatum Bahia Grass sod Sand Grown Sod GENERAL NOTES 1. ALL PLANTED TREES ARE TO HAVE AT LEAST A 5 FOOT SPREAD AT PLANTING. 2. ALL PLANT MATERIAL TO BE INSTALLED ARE TO CONFORM TO THE STANDARDS OF FLORIDA NO. 1 OR BETTER. 3. ALL LANDSCAPING TO BE WATERED BY AUTOMATIC IRRIGATION SYSTEM. 4. ALL PLANT MATERIALS SHALL BE MULCHED W/ AT LEAST 3" OF NON -CYPRESS MULCH. 5. ALL CATEGORY I LISTED INVASIVE PLANT SPECIES SHALL BE ERADICATED FROM THE SITE. PARCEL SHALL BE MAINTAINED FREE OF ALL FLEPCC CATEGORY I SPECIES. 6. ANY TREE INSTALLED WITH 10 FT. OF DRAINAGE STRUCTURE OR PIPE SHALL INCLUDE A ROOT BARRIER PRODUCT TO PROTECT THE DRAINAGE SYSTEM. GENERAL CONDITIONS PLANT MATERIAL AND PLANTING CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY P NT COUNT FROM WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PLAN AND REPORT DIFFERENCES. ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. 0 ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH 0 PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING PEC MENS WITH GENERAL CONTRACTOR AND/OR OWNER. GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL B FREE FROM • CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL DR SURPASS CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK AS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. FORI NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. • ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE & UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. BURLAPPED OR CONTAINER GROWN. LANDSCAPE AREA SOIL PREPARATION 0 FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A • SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. MINIMUM OF 24" BEHIND BED LINE ® LAWNS OR WALKS A14D A MINIMUM COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND OF'36" BACK OF CURB ®PARKING SPACES. SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST NO ',PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH.WOUND PAINT IS NOT INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. RECOMMENDED FOR ANY CUTS. • INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: APPROPRIATE EQUIPMENT. PRE -PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST 3" DEPTH PINE BARK El INCORPORATION, AS NECESSARY. I 4" DEPTH SHREDDED HARDWOOD MULCH • RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. • REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, 3" DEPTH LONGLEAF PINESTRAW, SETTLED AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 0 TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREA S AND LAWN, • WATER THOROUGHLY AFTER PLANTING. UNLESS NOTED OTHERWISE. • CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN 0 TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE FROM EXCESSIVE WINDS. ALL TREE -STAKING APPARATU3 SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. PROPER FUNCTION OF DRAINAGE SYSTEMS. 0 ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. GENERAL PLANTING NOTES 2 329399-05 1 1 2 1 3 1 4 1 5 1 6 I 7 s MULCH LAYER loll 9 10 11 12 FORM S' SET ROOTBALL CROWN CONTINUOUS 1 " HIGHER SAUCER AROUND THAN SURROUNDING PLANTING PIT FINISHI D GRADE. SLOPE FINISHED GRADE TENSION BAR AT BACKFILL AWAY FROM ROOTBALL. MULCH TO DEPTH AT WATER WELL. 1" GUYLINE WEBBING I FINISHED GRADE. I! 'L,� III IIII _I�IIIIIII-1IIIIII1= -III ROOTBALL PLANTING TABLETS, -I —I AGRIFORM OR EQUAL, PER I=III I MANUF. RECOMMENDATIONS. i — 1—I I IhI BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL r 2 X ROOTBALL AND PREPARED PLANTING SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE SHRUB PLANTING STAKING DETAIL 1„ = 1'-0' DETAIL -FILE + + + + A B + + + + + + + + + BEDLINE + . + + -I- F F { + + CURB A SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR - SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. B SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. TYPICAL PLANT SPACING NOT TO SCALE 329399-04 NOTE: • STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT • WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE' SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN 'FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE 'PRIOR TO BACKFILLINGJ 3" MULCH -III I — III —III FORM SAUCER WITH 3" III— I III-- I I I IJ - CONTINUOUS RIM .III=III—I�II�IIIiI�I SPECIFIED PLANTING MIX. 2X BALL DIA. I WATER AND TAMP TO l REMOVE AIR POCKETS. 13 14 15 16 landscape architecture land planning �. placemaking Foley. Alabama ARBORGUY TREE ANCHOR ` P. 251.948.7181 SYSTEM, INSTALL APPROPRIATE / Mobile, Alabama MODEL PER MANUFACTURER'S D E S I G N P Jackson, ks n, Mis23 sissippi INSTRUCTIONS P.601. 9 Mississippi LC2,009o.o781 LC26000643 landscape architects www.was-design.com r— ARROWHEAD ANCHOR '.. ROOTBALL LEXISTING SUBSOIL FINISHED SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT PLANTING AT TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 24" KEEP MULCH 2" - 3" RADIUS CIRCLE AROUND THE FROM BASE OF TREE. TREE. MULCH' WITH A 3" THICK LAYER OF SHREDDED BARK. MULCH WATER WELL AREA TO 3" DEPTH. TRENCH EDGE, RE: 3" HIGH WATER DETAIL WELL AT SHRUB AREAS. FINISHED, GRADE AT LAWN. FINISHED GRADE AT SHRUBS. `\ %`R III "�• :• `` -SPECIFIED PLANTING MIX. 2X ROOTBALL WATER AND TAMP TO REMOVE AIR POCKETS PLANT PIT DETAIL TREE PLANTING - GUY STRAP 1" = 1'-0" 329343.26-02' PLANT SPACING PER PLAN/PLANT SCHEDULE 2" MULCH INSTALLED BEFORE PLANTING (PINE BARK MINI -NUGGETS ACCEPTABLE FOR INITIAL PLANTING IF TIGHT SPACING NECESSITATES ITS USE.) PREPARE BED PER SPECS UNDISTURBED SUBGRADE 5 MULTI -TRUNK TREE STAKING 6 GROUNDCOVER PLANTING 1/2" = 1'-0" 329343-01 3" = l'-0" 329313-01 CROWN MULCH NEAR NOTE: EDGE IN A BERM -LIKE BUD SHALL BE PERPENDICULAR TO GROUND 1" CONT. CHAMFER MANNER AS SHOWN PLANE. TRUNK SHALL BE STRAIGHT AND AROUND 'TOP OF POSTS WITHOUT CURVES. NO DAMA ED, SCARRED OR PREPARED BLACKENED TRUNKS. 2%6" TOP RAIL, TYP. SUBGRADE BASE OF LEAF HURRIC NE CUT OR FULL 2"x4" SUPPORT RAILS, LAWN BUD HEAD, S INDICATED IN Ilk TYP_ GENERAL NOTES. BASE OF 1"x4" TRIM BOARD, TYP, HEART/NUT OF ~ PALM x BURLAP TO PROTECT 1"x6" FENCE BOARDS, 3" N D , E3 I I III III III; I I' 1— OR TOP OF CURB/PAVING GRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. TRENCH EDGE TREE- MINIMUM 5 TYP., NAILS -WIDTH LAYERS o SPACING' BETWEEN BOARDS 2 NON SLIP METAL 6"x6" POST, TYP., COLLARS BEYOND. SPACE ON 8' (6) 2 X 4 WOODEN CENTERS. STRIPSOVER BURLAP MULCH I PER SPECS 2"x6" BOTTOM RAIL, TYP (3) 2 k 4 BRACES NAILED'', TO 2 X 4 WOODEN STRIPS FINISH GRADE =_ 2"x4"x3' STAKE ELEVATION III / I _ SOIL SAUCER NOTE: d I a 3000 PSI CONCRETE PLANT PALM 0-2" ABOVE ALL WOOD SHALL BE PRESSURE w FOOTING NOTE: TREATED NO. 2 SOUTHERN ALL WOOD ASSEMBLY PARTS GRADE YELLOW PINE. HEIGHT MAY BE Q a UNDISTURBED SUBGRADE TO BE PRESSURE TREATED PINE PLANTING SOIL ADJUSTED TO SUIT PROJECT. UNDISTURBED SUBGRADE PALM TREE PLANTING 4 WOOD FENCE W/TOP RAIL a ro 1' z Y p z H a J W U QLij = U\ 3" = l'-O" 329413.23-02 � 3/8" = l'-O" 8 9 10 1 12 329343-02 1/2" = 1'-0" 323129.23-02 13 j 14 15 1 6 z � 1p 0,0 M �dNrn N O �i rn PQ v7 ai g a v�Ow HU o cG IL..L� m E-i v o r~ O Registration - FL tA6666896 Drawings not valid without seal E July 14, 2020 F z 0 �W y q � G o sC q � H QrF91 C�l Mill CPi am °? l Am A —I L r1 M PROJECT NO: WAS:' 193097-14 DRAWN BY: $W CHK'D BY: VW 1 1 2 3 4 5 6 7 8 g 0 C 1 J K L M N I n Fs P va le� . M 1° 0 �'® 1 LANDSCAPE IRRIGATION PLAN Scale: 1 "= 20' 2 3 4 5 6 9 10 11 ! IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY e & a & ® Rain Bird 1806-SAM—PRS 15 Strip Series 21 EST LCs RCS csr SST Turf Spray 6.0" Pop —Up Sprinkler with Co —Molded', Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal-A—Matic Check Valve, and Pressure Regulating. 0 M ' BO © Rain Bird 1806—SAM—PRS 8 Series MPR 34 Q T H F Turf Spray 6.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating. to to tD ® Rain Bird 1806—SAM—PRS 10 Series MPR 28 With Seal—A—Matic Check Valve, and Pressure m Regulating. to rn I I t5 is is is 15 Rain Bird 1806—SAM—PRS 15 Series MPR 3 W ¢ U �.' I I Q T H To F Turf Spray 6.0" Pop —Up Sprinkler with Co —Molded w a Q Z I I I Wiper Seal. 1/2" NPT Female Threaded Inlet. Q I With Seal—A—Matic Check Valve, and Pressure Regulating. w I ®® Rain Bird 1812—SAM—PRS 15 Strip Series 107 0 z I I I IL'I I EST LCS RCS CST SST Shrub Spray 12.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal —A Matic Check Valve, Vand Pressure Regulating Device. �(3 0 Rain Bird 1812—SAM—PRS 8 Series MPR 10 i I I Q T H P Shrub Spray 12.0" Pop —Up Sprinkler with I Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Motic Check Valve, I I and Pressure Regulating Device. T a Rain Bird 1812—SAM—PRS 10 Series MPR 1 III I I I Q T H F Shrub Spray 12.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female I Threaded Inlet. With Seal—A—Matic Check Valve, I I I i and Pressure Regulating Device. Rain Bird 1812—SAM—PRS 12 Series MPR 2 I Q T H TQ F Shrub Spray 12.0" Pop —Up Sprinkler with j Co —Molded Wiper Seal. 1/2" NPT Female 0 r I I I I I Threaded Inlet. With Seal—A—Matic Check Valve, — I I Regulating Device. 6 I ® Ran Birdure 1812 �Q PRS 15 Series MPR 14 84� I Q T H "' r Shrub Spray 12.0' Pop —Up Sprinkler with I I Co —Molded Wiper Seal 1/2" NPT Female s I I Threaded Inlet. With Seal—A—Matic Check Valve, II I and Pressure Regulating Device, I I 1 I 0 0 Rain Bird R—VAN-1318 RD-1806—SAM—P45 35 R-VAN 1318 R-VAN 1724 Turf Rotator, 13`-18' Hand Adjustable Rotary 12. t I I I I I r+ 2 III I Stream, w/RD-1800 turf spray body, 6.0" Pop —Up. With Seal—A—Matic Check Valve and 45 psi in —stem pressure regulation. i 1" 111 I SYMBOL MANFACTURER/MODEL/DESCRIPTION Y «lye" 0 525 Rain Bird 5006—SAM—R—MPR 23 1y2 II Turf Rotor, 6.0" Pop —Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal—A—Matic Check Valve. Pressure Regulating. I I I I �1RG 30 Rain Bird 5006—SAM—R—MPR 3 Turf Rotor, 6.0" Pop —Up, Plastic Riser, Matched I I1I I Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal—A—Matic Check Valve. Pressure Regulating. �RC 35 Rain Bird 5006—SAM—R—MPR. 9 Turf Rotor, 6.0" Pop —Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal—A—Matic Check Valve. Pressure Regulating. 12 13 14 15 16 landscape architecture r` land planning I "JaA placemaking. � FA S0P. 251.9 8.7181 a P. 251.948.7181 M oMo �-� OMO .4 Mobile, Alabama C31 M DESIGN 6P1.023 Jackson, Mississippi P. 01.790.790.0787 Landscape airchltects LC26000643 www.was-design.com N taA N N PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 25 Rain Bird PGA 1" 18 Electric Remote Control Valve BF Febco 765 1" 1 Pressure Vacuum Breaker, brass with ball valve SOV. Install 12" (305MM) above highest 25 downstream outlet and the highest point in the downstream piping. Water Meter 1 ' 1 1 Basis of Design; 1" Meter w/ 37.5 GPM ® 551 PSI, Contractor to verify and size accordingly 25 Irrigation Lateral Line: PVC Class 200 SDR 21 1" 4,312 Lf. Only lateral transition pipe sizes 1 1/4" and above are indicated on the plan, with all others being 1" in size. 25 Irrigation Lateral Line: PVC Class 200 SDR 21 1 1/2" Only lateral transition pipe sizes 1 1/4" and above are indicated on the plan, with all others being 1" in size. Irrigation Mainline: PVC Class 200 SDR 21 1 1/2" 1,001 I.f. 25 Pipe Sleeve: PVC Schedule 40 258.1 Lf. vows callout Valve Number 25 #" Valve now Valve Size 25 25 25 25 30 PSI GPM RADIUS 25 23' 25 29 25 32' g a:CIA P45 T yN 0 � O D Fri ~ 169.1 I.f. Registration Drawings - FL 1A6666896 not valid without seal 0 I III. I 800-432-4770 I business sunshine 1 .com Always call 811 two full I days before you dig I6 to have underground utilities located & marked. NOTE: MAINLINE AND VALVES SHOWN OUTSIDE OF TRENCH III FOR GRAPHIC CLARITY. ALL EQUIPMENT AND PIPE I SHALL BE WITHIN PROPERTY BOUNDARIES UNLESS OTHERWISE NOTED. SLEEVE SIZES TO BE DETERMINED BY CONTRACTOR. _J,A'2' L 0 20' 40' 7 8 9 10 11 12 13 4 j 15 16 July 14, 2020 f O o � G W a o Q f{ Q� J O_ 4-4 °° Cri Valn to L � � W I M PROJECT NO: WAS: 193097-142 DRAWN BY: SW C1K'DBY: VW SHEETNO: N L12UU A B c N E F v H J K F M N I 4 I 5 I 6 I 7 g 9 10 11 ( 12 III, 13 3 0 w m z TURF POP UP HEAD. 1/2" MARLEX STREET ELL. BARB ELL X MIPT, 1/2" MARLEX 77 STREET ELL. 177 a III-III=Ii �IIIIIIIIII111Ii a° WATERING SCHEDULE 14 I 15 16 landscape architecture land planning r:4FMjWj F, placemaking Foley, AlabamaP. 251.948.7181 Mobile, Alabama 1 GNLC2.0,0643 P. .790.40231 Jackson, Mississippi D 60 P. 601.790.0781 landscape architects www.was-design.com NUMBER MODEL TYPE PRE SUN MON TUE WED THU FRI SAT IN. WEEK IN. WEEK GAL. WEEK GAL. DAY Unknown Rain Bird PGA Shrub Spray 1.41 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 43 526.3 75.2 Unknown Rain Bird PGA Turf Rotary 0.49 in/h 18 min 18 min 18 min 18 min 18 min 18 min 18 min 1 122 1,237 176.7 Unknown Rain Bird PGA Turf Spray 1.79 in/h 5 min 5 min 5 mi 5 min 5 min 5 min 5 min 1 34 319.9 45.7 Unknown Rain Bird PGA Turf Spray 1,42 in/h 7 min 7 min 7 7 min 7 min 7 min 7 min 1 43 742.2 106.0 Unknown Rain Bird PGA Turf Rotary 0,58 in/h 15 min 15 min 15 milIn 15 min 15 min 15 min 15 min 1 105 595.8 85.1 Unknown Rain Bird PGA Shrub Spray 1.49 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1 41 896.7 128.1 Unknown Rain Bird PGA Turf Rotary 0.57 in/h 16 min 16 min 16 min 16 min 16 min 16 min 16 min 1 106 1,506 215.1 Unknown Rain Bird PGA Shrub Spray 1.68 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1 36 575.6 82.2 Unknown Rain Bird PGA Turf Rotor, 0,61 in/h 14 min 14 min 14 min 14 min 14 min 14 min 14 min 1 98 1,948 278.3 Unknown Rain Bird PGA Turf Rotor 0.61 in/h 15 min 15 min 15 min 15 min 15 min 15 min 15 min 1 99 2,097 299.5 Unknown Rain Bird PGA Turf Spray 1.28 in/h 7 min 7 min 7 min, 7 min 7 min 7 min 7 min 1 47 886.4 126.6 Unknown Rain Bird PGA Shrub Spray 1.64 in/h 6 min 6 min 6 min, 6 min 6 min 6 min 6 min 1 37 692.6 98.9 Unknown Rain Bird PGA Shrub Spray 1.29 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 47 876.1 125.2 Unknown Rain Bird PGA Turf Spray 1.96 in/h 5 min 5 min 5 min 5 min 5 min 5 min 5 min 1 31 234.4 33.5 Unknown Rain Bird PGA Shrub Spray 1.14 in/h 8 min 8 min 8 min, 8 min 8 min 8 min 8 min 1 53 1,103 157.6 Unknown Rain Bird PGA Turf Rotary 0.60 in/h 155 min 15 min 15 min 15 min 15 min 15 min 15 min 1 101 2,153 307.5 Unknown Rain Bird PGA Shrub Spray 1.33 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 46 699.2 99.9 Unknown Rain Bird PGA Turf Spray 0.90 in/h 1',0 min 10 min 10 min 10 min 10 min 10 min 10 min 1 67 1,345 192.1 TOTALS: 1',74 174 174 174 174 174 174 1,156 18,433 2,633 6,. CLEAR TO FENCE OR HARDSCAPE, WHERE a APPLICABLE. SET CONTROLLER 60" ABOVE INSTALL ASSEMBLY i _ _ 17mr7mrsa CONTROLLER AS SPECIFIED. -� FINISHED GRADE UNLESS FINISHED GRADE. w " TO 1 1 /2"ABOVE=III-I I -I SECURELY BOLT CONTROLLER OTHERWISE NOTED. 4" o TO CURB OR O TURF ROTOR POP UP. WALK. o w m D MARLEX STREET ELLS, INLET SIZE DIAMETER. 2 0 1 ¢ FINISHED GRADE. c� 0 0 a w DO NOT USE SIDE INLET. - m HIGH POP HEAD. z 1/2" MARLEX STREET ELL. BARB ELL X MIPT. a 1E MARLEX -7 STREET ELL. �r1 1=1 I I-1 I I- a d TO WALL. INSTALL BACKUP III -III -II BATTERIES AS REQUIRED. I -III -I GROUND AS PER MFG. I II I II I I I(-1 SPECIFICATIONS. 4" 1/2" DIAMETER RIGID STEEL CONDUIT FOR TO CURB 0 AC ELECTRICAL 1 '1/ 2" DIAMETER RIGID 110 V WALK. SOURCE. INSTALL AS STEEL CONDUIT FOR PER LOCAL ELECTRICAL RCV WIRES. CODES. PVC TEE (SXSXT) OR ELL. 1/2 LATERAL LINE. TUBI 5 TURF SPRAY FLEX ASSEMBLY 3" = 12" POLYETHYLENE G,LENGTH FLEXIBLE AS REQUIRED. 328403.13-02 N SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. O, 6 TURF ROTOR MARLEX ASSEMBLY 3" = 12' 32M3.16-01 LATERAL LINE. PVC TEE (SXSXT) OR ELL. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. 7 SHRUB SPRAY HIGHPOP W/ 3" = 12" FLEX ASSEMBLY 328403.29-01 2" MINIMUM, 4" MAXIMUM 2" ABOVE FINISH EXTEND CONCRETE PAD NOTE: ALL ABOVEiGRADE PIPING AND 1. ALL MAINUNES TO HAVE A MINIMUM OF 18" OF COVER. CLASS 200 PVC PIPE. ( ) 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE HER LOW HEAD DRAINAGE BELOW TOP OF BOX. GRADE AT SHRUBS.LDEVICE BEYOND BACKFLOW AT APPURTENANCES 0 BE FOAM 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. (CLASS 200 MAY OCCUR. RECTANGULAR VALVE BOX. 3/4" ABOVE FINISH SIDES. INSULATED. COORDINATE COLOR OF PVC PIPE).0X15 17. CONTRACTOR SHALL UTILIZE VALVE I.D.. TAGS ON ALL REMOTE CO TRO VALVES. GRADE AT LAWN. INSULATION WITH OWNER PRIOR TO 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF 18. 24 VOLT WIRE SHALL BE COLOR CODED; COMMON -WHITE, CONTROL D. REMOTE CONTROL VALVE, ONE PER BOX. PRESSURE BACKFLOW TRENCH. 19. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED GROUNDING EQUIPMENT FOR PLASTIC I.D. TAG AT EACH VALVE. S SPECCFFED.INSTALLATION. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. POWER'SUPPLY AND VALVE OUTPUT WITH (2) 5/8" COPPER CLAD G OUND RODS. WATER PROOF WIRE CONNECTORS GALVANIZED NIPPLES 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID TEFLON. 20. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION N FAULT GROUND AND ON 30" LOOPED WIRES. AND ELL AS REQUIRED. 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER HEADS. LIGHTNING PROTECTION. 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. 21. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: _ 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS SHOWN ON A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEADS o OUTLET PIPE SAME SIZE C4 II I I) 1 11-1 I I- J¢ DETAILS. AND VALVE SUPPLIED. ¢ AS VALVE, 24" MIN. 2 III 11= m GALVANIZED UNIONS 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND FURNISHED BY B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. TO FIRST FITTING. -I CLR III -I - ¢ o AT EACH SIDE. THE CONTRACTOR. C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS _ J Li cs', GALVANIZED RISERS. 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A VALVE CONTROL 22. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC VALVES AND o 45 DOWN AS m 0 BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR CONNECTIONS. WIRING'', ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN PRO ER BOUNDARIES. m REQ. TO \ = ii 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE REFERRED TO CONTRACTOR SHALL REFERENCE THE LANDSCAPE PLAN PRIOR TO THEINSTALLATION OF PIPING TO LATERAL THE LANDSCAPE ARCHITECT BY THE CONTRACTOR FOR CLARIFICATION BEFORE PROCEEDING WITH AVOID CONTACT WITH PLANT MATERIALS EXISTING OR NEW. iv PIPE DEPTH. THE WORK. 23. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHE NEEDED FOR PROPER 0 0 0 12. ALL 24 VOLT WIRE SHALL BE #12 OF/UL FOR COMMON WIRE, AND #14 OF/UL FOR COVERAGE. \ of 4" THICK CONCRETE I I I LI�I I -I (- CONTROL WIRES, DIRECT BURIAL, SOUD COPPER. 24. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM OUN ATIONS. ALSO INSTALL 00 00 0 pa 0 O PAD. -"', 13. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO BE WATERED. I.E. SPRINKLERS 4" FROM CURB OR WALKS.. 0 o GALVANIZED ELL AND ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO BLOCKAGE BY EXISTING OR PROPOSED 25. PRIOR TO BID, IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND BACKFLOW LATERAL 0 CONCRETE THRUST BLOCKS, NIPPLE. SITE FEATURES. REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS CONTRACTOR SHALL NOTIFY LINE gSEPE SERVICE 90 LBS. OF CONCRETE EACH SLIP/THREAD ADAPTER 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER EQUIPMENT AND CONSULTANT OF ANY CHANGES FROM PLANS AND SPECIFICATIONS. IRRIGATION PLAN. SIDE. AS REQUIRED. ACCESSORY MATERIAL FROM INTERFERING WITH PROPER PLANTING, i.e. VERIFY ROOT BALL SIZE 26. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE IRCHITECT WITH A CONCRETE BRICK SUPPORT, SEPARATOR FOR PLANTING, REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF THE INSTAL D IRRIGATION SYSTEM IN TWO ON EACH SIDE. FABRIC, C 15, CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX AUTOCAD 2000 FORMAT BEFORE FINAL ACCEPTANCE. INLET PIPE, SAME SIZE 6" THICK WRAP UP d ° (WRAP AROUND 3/4" PIPE 12 TIMES). 27. A -YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM kFrER SUBSTANTIAL AS OUTLET PIPE. LAYER OF PEA SIDES OF a a MAIN LINE, SIZE COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF SYSTEM I SPRING TIME SHALL BE GRAVEL OR 57 VALVE BOX a iAS PER PLANS. INCLUDED IN WARRANTY. MAIN LINE. STONE. AS SHOWN GENERAL IRRIGATION NOTES ELECTRIC REMOTE CONTROL VALVE REDUCED PRESSURE BACKFLOW 1 1" = 1" 328415-01 1 1/2" = 12" 328406.13-01 \J 1 1/2" = 12" 328409.43-02 FINISHED GRADE °a LONG SWEEP ELL. �I USE PVC SCH. 40 BELOW' GRADE. WALL MOUNT CONTROLLER 1" = 12" NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED. SLEEVING DETAIL 1/2" = 1'-0" 528409.13-01 328409.76-05 t` A z d 00 M 00 Q\ rd M m r- t� a:; - - N N Ox OW B a v�OT2 U � L •o U Registration - FL LA6666896 Drawings not valid V" seal E r July 14, 2020 F 0 P- w G d Q � FI a 0 0 a ® � -- O_ w P Aff- N aQ I�i L P4 r--I 0 \i PROJECT NO: WAS: 193097-14< DRAWN BY: SW CWDBY: VW SHEET NO: N L15UU 3 4 5 6 10 12 1,5 1 14 1 1 16 C D K I N 2 3 4 GENERAL NOTES: DISCLAIMER 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWING REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR PERFORMING THE WORK. BUILDING DESIGN CRITERIA: A. CODES 2017 FLORIDA BUILDING CODE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 531) ASCE 7-16 B. DESIGN LOADS ROOF DEAD LOAD PER PEMB: 5 PSF COLLATERAL ROOF LIVE LOAD 20 PSF - REDUCIBLE : C. WIND LOADS PER 2017 FLORIDA BUILDING CODE & ASCE 7-16 ULTIMATE WIND SPEED = 158 MPH ASD WIND SPEED = 118 MPH EXPOSURE CATEGORY = B RISK CATEGORY = II 2 1 3 1 4 5 5 6 7 8 1 9 1 10 1L REFERENCE GEOTECHNICAL REPORT DATED 13 NOVEMBER 2019 BY UNIVERSAL ENGINEERING SCIENCES FOR FILL, COMPACTION, AND PREPARATION OF SOILS. ALL FOOTINGS OR PORTIONS THEREOF BELOW GRADE MAY BE EARTH FORMED BY NEAT EXCAVATIONS. . FOOTINGS TO BE CENTERED ON WALLS OR COLUMNS UNLESS NOTED OTHERWISE. . ALLOWABLE SOIL BEARING = 2500 psf ANUFACTURED METAL BUILDINGS: 1. METAL BUILDING MANUFACTURER SHALL BE ACCREDITED BY INTERNATIONAL ACCREDITATION SERVICES (IAS) FOR INSPECTION PROGRAMS FOR MANUFACTURERS OF METAL BUILDING SYSTEMS (AC472). METAL BUILDING MANUFACTURER SHALL PROVIDE IAS ACCREDITATION DOCUMENTATION TO THE ARCHITECT. METAL BUILDING SHALL BE DESIGNED 1N ACCORDANCE WITH "THE METAL BUILDING MANUFACTURERS ASSOCIATION'S DESIGN PRACTICES MANUAL." THE METAL BUILDING MANUFACTURER WILL BE RESPONSIBLE FOR COMPLETE DESIGN OF THE BUILDING STRUCTURAL FRAME (INCLUDING LATERAL LOADS) DOWN TO THE FOUNDATION. THE DESIGN SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. METAL BUILDING DESIGN CALCULATIONS' COVER SHEET AND ALL METAL BUILDING SHOP DRAWINGS AND ERECTION DRAWINGS SHALL BE SEALED AND SIGNED BY THE MANUFACTURER'S PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. STANDING SEAM STEEL DECK SHALL NOT BE CONSIDERED AS PROVIDING DIAPHRAGM RESISTANCE FOR LATERAL WIND LOADS. E. ALL COLUMNS SHALL BE ANALYZED AND DESIGNED AS HAVING PINNED BASES. HEADED ANCHOR ROD SIZE, TOTAL LENGTH AND LOCATION SHALL BE PROVIDED BY METAL BUILDING MANUFACTURER. FOR ANCHOR ROD EMBEDMENT LENGTH, SEE TYPICAL DETAILS. HEADED ANCHOR RODS SHALL BE PURCHASED AND INSTALLED BY CONTRACTOR. ANCHOR ROD INSTALLATION TOLERANCES, HOLE SIZES IN BASE PLATES AND PLATE WASHERS TO BE COORDINATED BETWEEN METAL BUILDING SUPPLIER AND CONTRACTOR INSTALLING ANCHOR RODS: BEFORE FOOTING INSTALLATION, THE HEADED ANCHOR ROD EMBEDMENT LENGTHS MUST BE VERIFIED. THE FOOTING DEPTH SHALL BE THE SCHEDULED DEPTH OR THE HEADED ANCHOR ROD EMBEDMENT LENGTH PLUS 3 INCHES, WHICHEVER IS GREATER. HORIZONTAL FORCE TRANSFER FROM METAL BUILDING COLUMN BASE TO CONCRETE SHALL BE BY THE METAL BUILDING SUPPLIER. 10. METAL BUILDING MANUFACTURER TO VERIFY COLUMN LAYOUT.ANY CHANGES MUST BE SUBMITTED FOR REVIEW OF FOUNDATION DESIGN BEFORE CONSTRUCTION STARTS. 11. GRAVITY DESIGN LOADS: A. LIVE LOAD: 20 PSF B. DEAD LOAD: WEIGHT OF STRUCTURE 12. COLLATERAL LOAD: A. PROVIDE 5 PSF MINIMUM LOAD ALLOWANCE FOR HVAC, LIGHTING AND OTHER COLLATERAL LOADS SUSPENDED FROM THE UNDERSIDE OF THE ROOF STRUCTURE. SEE ARCHITECTURAL AND MEP DRAWINGS. 13. 14. ROOF PURLINS TO BE SPACED NO MORE THAN 48"o.c. 15. DEFLECTION LIMITS FOR MEMBERS: A. ROOF PURLINS AND RAFTERS: a) DL SPAN/240 b) LL SPAN/240 c) TL SPAN/180 B. GIRTS SUPPORTING METAL PANELS: a) HORIZONTAL DEFLECTION: SPAN/120 16. OVERALL BUILDING DRIFT: A. FOR BUILDINGS WITHOUT SENSITIVE INTERIOR FINISHES AND WITHOUT RIGIDLY ATTACHED SENSITIVE MECHANICAL SYSTEMS: H/240 17. H IS THE BUILDING EAVE HEIGHT. 18. DEFLECTION AND DRIFT LIMITS ARE TO BE CONSIDERED WITH A 10 YEAR WIND OCCURRENCE. 19. ROOF PURLINS MUST BE CAPABLE OF RESISTING NET WIND PRESSURES (IN OR OUT) ASSUMING INTERIOR FLANGE -UNBRACED EXCEPT WHERE FLANGE BRACING IS PROVIDED. 0. BEFORE INSTALLATION OF FOUNDATIONS, METAL BUILDING MANUFACTURER SHALL SUBMIT DESIGN LOADS AND COLUMN REACTIONS TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW. THE CURRENT FOUNDATION DESIGN HAS BEEN BASED ON PRELIMINARY CALCULATIONS PER ASCE. 1. EXCEPT AS APPROVED BY ARCHITECT, STRUCTURAL CLEARANCES SHALL BE MAINTAINED AS CURRENTLY INDICATED IN THE CONTRACT DOCUMENTS. 2. METAL BUILDING ENGINEER SHALL VISIT THE JOB SITE AT LEAST ONCE EVERY TWO WEEKS DURING ERECTION TO OBSERVE INSTALLATION OF METAL BUILDING FRAMING AND ISSUE REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT. 3. ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALL DEVIATIONS SHALL BE EXPRESSLY LISTED AND DEFINED IN THE SHOP DRAWING SUBMITTAL. ARCHITECT AND STRUCTURAL ENGINEER ARE NOT RESPONSIBLE FOR DISCOVERY OF DEVIATIONS NOT LISTED AND APPROVAL OF UNLISTED DEVIATIONS SHALL NOT BE IMPLIED. 10 12 1 13 1 14 1 15 CONCRETE WORK: 1. CONCRETE (NORMAL WEIGHT) COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI UNLESS NOTED. 2. ALL REINFORCING SHALL MEET ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC (WWF) SHALL MEET ASTM A185. 3. CONCRETE COVERAGE OF REINFORCEMENT SHALL BE: FOOTINGS 3" BOTTOM AND SIDES WALLS 1Yi' SL BS X" PE�ESTALS 1Y2" CLEAR OF TIES 4. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT "ACI MANUAL OF CONCRETE PLACEMENT". 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE I OR II. 6. ALL AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C 33. 7. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED PER CRSI AND ACI STANDARDS, INCLUDING CONCRETE COVER AND BAR SUPPORTS. LAP BARS AT ALL SPLICES, INCLUDING CORNER BARS AND DOWELS, IN ACCORDANCE WITH SPLICE SCHEDULE: OR IN LIEU THEREOF 40 BAR DIAMETERS. LAP WWF 6" OR ONE FULL MESH, WH�CHEVER IS GREATER. WIND BORINE DEBRIS PROTECTION FOR EXTERIOR WINDOWS FBC I 1. WINDOWS �O BE DESIGNED FOR A DP OF ±40 PSF 2. THE CONTRACTOR MUST USE IMPACT RESISTANT WINDOWS PER ASTM E-1886 & E-1996. STRUCTURAL DRAWING INDEX: SO.0 - STRUCTURAL NOTES S1.0 FOUNDATION PLAN S2.0 - SECTIONS AND DETAILS P4a z N � a N V� 6� W] w U 4 H go z w U 12 1 13 1 14 1 15 1 16 o � N w Z�doo 0 c's <4 jz NN O Min �t� aZI N�c�w F o F-LI cl 0-4 H U a ytlllt° .•.Qa9T0 J. .63599 E STA i e� • 1 FOR PERMIT ONLY NOT FOR CONSTRUCTION 0 rd A b w r--1 M M U � U rz' w PROJECT NO: 20-xxx DRAWNBY: - OWD BY: SHEET NO: STRUCTURAL NOTES N 2 3 SLAB —ON —GRADE CONSTRUCTION 4" CONCRETE SLAB REINFORCED WITH 6X6-wl.4Xwl.4 WWF FLAT SHEETS PLACED ON BRICKS/CHAIRS. PLACE OVER VAPOR BARRIER AND COMPACTED STRUCTURAL FILL MATERIAL. FILL TO BE PLACED IN 8" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR DENSITY. REFERENCE GEOTECHNICAL DATED 13 NOV 2019. E 0 I N N 0 I 0 I O D it N L O I N N L N N 2 5 4 k, 6I 1 7 mmmmmmmwmmw� FOOTING SCHEDULE MARK SIZE BOTTOM REINF. TOP REINF. A 10'-0" x 10'-0"x 1 6" 13 5' EW (1 13 5 EW © 7'-6" x 7'-6" x 1'- " ) #5 EW (10) #5 EW © 6'-0" x 6'-0" x l'- " (8) #5 EW (8) #5 EW OD 4'-0" x 4'-0" x 1'- " (5) #5 'EW (5) #5 EW 009 9 130'-0" 10 11 12 �G ALL FOOTING & ANCHOR BOLT SIZES & REINFORCEMENTS ARE BASED ON PRELIMINARY/ESTIMATED REACTIONS. DO NOT USE THESE SIZES FOR CONSTRUCTION. FINAL PEMB REACTIONS AND ANCHOR BOLT PLANS ARE TO BE PROVIDED TO BARTON & SHUMER ENGINEERING PRIOR TO CONSTRUCTION SO THAT FINAL SIZES AND REINFORCING MAY BE DETERMINED. 13 14 15 NOTES: 1. VERIFY A DIMENSIONS ALL 0 & FLOOR ELEVATIONS WITH ARCHITECTURAL PRIOR TO STARTING CONSTRUCTION. 2. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMNS OR FACE OF SLAB U.N.O. I � 1 2 3 4 5 6 26'-0" 26'-0" 26'-0" T 26'-0" 26'-0" 0 0 N N 16 P4U a z 0 �� W a e M C�3 u� O �®o F� RRO U CD cn RIGID FR 'ME RIGID FRAME N RIGID FRAME RIGID FRAME FTURNDOWN FOOTING -1,-8„ ©r- Q r- - --- ©r - ---1- -- I I f I I I- a---------------------1-- -4----- -------------1-----1-----------t-------1-----1-----------------T------------------- --I I I I I I L--J I I I I I I I i Lam_ _J\/ / \ \/ /\! / \ \/ /3 52.0\! j \\ \\� 11 1 I \j/ / \ /\ 4" SLAB ( 4 SLAB I i ON GRADE L 4" SLAB ON GRADE7 cv l #5 HAIRPINS 20' LONG BEHIND ANCHOR BOLTS W/ 8" THICK ON GRADE #5 HAIRPINS 20' LONG BEHIND SLAB ® HAIRPIN ANCHOR BOLTS W/ 8" THICK SLAB @ HAIRPIN 5 S2.0 S2.0 CJ I - I -I — — — — — — — — _— I I I I 2 52.0 I I o I II NTURNDOWN U) / / FOOTING % L N SLAB 7 ( TURNDOWN 2 S2.0 I ON GRDE� I FOOTING I I 3 S2.0 I +0'-O" I I I i i I I I 2'-8" I I I i I I I I I I I --- I I I C J I I I I I I_ -_ _- 5 S2.0 - - - - O I - -I O I- - - -I O I- - - I O —+ S2.0 I 6 S2.0 6 S2.0 6 52.0 6 S2.0 I I I OL- �_j I I ► I I I I I LL -_j,�p I I I I I I I I L, i +-(� 00 I I I I I I +0' I v L---- ---- J 1----- -----I I----- ----J L---- -----j 4„ SLAB T T N ON GRADE I I #5 iAIRDINS 20' LONG BEHIND #5 HAIRPINS 20' LONG BEHIND I L 4" SLAB' ANCHOR BOLTS W/ 8" THICK I ANCHOR BOLTS W/ 8" THICK L 4°SLAB SLA ® HAIRPIN SLAB @ HAIRPIN I ON GRADFJ r r r \ _7 ON GRADE I r1 1 L, r-I , r1 L-I r-A L L_ r-I- - I I I I f I I I I I I I I 1 1 L_t-------------------- ---+--------------------1-----I------------ p- ---{-- ----------------------t---_F-------------------1-- TURNDOWN C I I L----J© N L- ---- L-_ ____ N L_ _ _- FOOTING O L_ ___ _ -1'-8" RIGID FRAME RIGID FRAME n RIGID FRAME RIGID FRAME -1'-8" o -1'-8" -l'-8" -1`�8" o N NN � LEGEND N (n M I N N N 0 I O r- +0'-0" FINISHED FLOOR ELEVATION FOUNDATION PLAN CJ CONTROL JOINTS � " SCALE: 3/16"=l'-0„ _ FINISH FLOOR +0'-0" U.N.O. _1'_8" APPROXIMATE TOP OF SCALE: 3/16" - 1'',-0" FOOTING ELEVATION CONTRACTOR VERIFY S' 3' 0 3' 6' 12' 3 4 5 6 1 7 8 9 10 11 12 13 14 15 6 a N In w z � a M_ M cn a CIS ch ch NN o� a� aNa,�w fit ' ►-� w. a� o L + Vl A .. 63599 a E `i CTA-m Vs d 1;�; FOR NOT FOR O _O 00 "tt M M Lu PROJECT NO: 20-xxx DRAWN BY: SHEET NO: FOUNDATION PLAN N SLO A B. 1 2 I 3 NUT WITH WASHER (TYP.) 5/8"0 A307 - ANCHOR BOLT (VERIFY) 1/4"x2%2" PLATE 0 W WZ N ANCHOR BOLTS C DETAIL 1 NOT TO SCALE 52.0 11 E 12 G a H K m N 4 15 6 1 7 g 9 10 11 ZEE PURLINS, REF. PEMB i II II MFR. it FRAME COLUMN I II Y METAL WALL III OND PANEL, REF. 1 /4„ III II SAW JOINT, FILL .WIT PEMB MFR. � III II JOINT SEALANT & B CK R ROD III II H/4 PER SPECS L If II HT d . (1), #4 BAR CONT. I #4 DOWELS GRADE a II 12" 4' CONCRETE SLAB REINF. WITH i II it @ 24 °'C 6x6 W1.4xW1.4 WIRE FABRIC (TYP.) III II NOTE: +0' 0" j4 SAW. CUT JOINT WITHIN 4-12 .. HOURS AFTER PLACING CONCRETE CONTROL JOINT00 i -r l I-1 I I - VAPOR BARRIER � I I i— o _ z r ° DETAIL I' COMPACTED STRUCTURAL NOT TO SCALE (:E 2.0 FILL (2) #5 BARS CONT. II II I11 II RIGID FRAME COLUMN ' EXTERIOR WALL II II REF. PEMB MFR. METAL WALL i II 14" SECTION 3 PANEL, REF. I p p SCALE: 3/4"=1'-O" S2.0 PEMB MFR. I II #4 DOWELS 111 11 @ 24"o.c. 12 I II II (1) #4 BAR CONT. i II II 8" THICK SLAB© HAIRPIN ONLY I II II (2) #5 BARS CONT. III II II II 4" CONCRETE SLAB REINF. WITH II I 6x6 W1.4xW1.4 WIRE FABRIC (TYP.) GRADE III i 9 T Do d a - r . �JA o g III - 1i III. =III- *#5 HAIRPIN 20' LONG C. BEHIND ANCHOR BOLTS d _.d d VAPOR BARRIER COMPACTED STRUCTURAL • e " FILL * REF. SCHEDULE FOR *FOOTING, REF. SCHEDULE FOR SIZE REINFORCEMENT EXTERIOR WALL & RIGID FRAME SECTION 4 SCALE: 3/4"=1'-0" S2.0 I II II II II WIND COLUMN, REF. METAL WALL III II PEMB MFR. II II / PANEL, REF.���, II li PEMB MFR. II II I II If I II ll (1) #4 BAR CONT. III II 14" II II (2) #5 BARS CONT. II II #4 DOWELS II II ® 24"o.c. 12 4" CONCRETE SLAB REINF. WITH GRADE II II 6x6 Wt'.4xW1.4 WIRE FABRIC (TYP.) I II II c - I -V PO BARRIER o z III-1 II I I-- ME COMP CTEO STRUCTURAL 74. FI L uj a. i d n-" W W * REF. SCHE)ULE FOR *FOOTING, REF SCHEDULE FOR SIZE REINFORCE EN EXTERIOR WALL SECTION 5 SCALE: 3/4"=1'-0" S2.0 2 3 4 5 6 7 ALL FOOTING & ANCHOR BOLT SIZES & REINFORCEMENTS ARE BASED ON PRELIMINARY/ESTIMATED REACTIONS. DO NOT USE THESE SIZES FOR CONSTRUCTION. FINAL PEMB REACTIONS AND ANCHOR BOLT PLANS ARE TO BE PROVIDED TO BARTON & SHUMER ENGINEERING PRIOR TO CONSTRUCTION SO THAT FINAL SIZES AND REINFORCING MAY BE DETERMINED.- ui of Cl �m O J Q d I - Li rnm DBL NUTS WITH WASHERS (TYP.) 3/4"0 A307 0 Ji - m ANCHOR BOLT d- 1/4%2"x2" PLATE /4" U ANCHOR COLUMNS BASE PLATE W/ 2"- NON -SHRINK GROUT CONCRETE BOLT ® BLOCKOUT Y2" EXP JOINT 12 13 1 14 1 15 SECTION INTERIOR COLUMN SECTION 6 SCALE: 3/4"=1'-O" 52.0 8 I 9 1 10 11 12 13 FE SLAB REINF '1.4xW1.4 WIRE a� 0 MULE FOR MENT 16 �aa 0 W N ZO ad u5 ooa mW U t, 10 `� N Vy it 00 F m cn a. V) a cq 3 � Q\ �.EvaNN 0 B 1:4 04 O w 0 onFill,, 11 � _ U H U ��:...•;Wj r .`AAJ •• ENQ�('j•• �,y''. • s s . 6m E STA w FOR PERMIT ONLY NOT FOR CONSTRUCTION I � G (`7 Gi d A.r C� Cf�LIM Lu K PROJECT NO: 20- XX DRAWNBY: CHK'D'BY: SHEET NO: SECTIONS &'DE' S200 2 9* ESKPSI M-10 VH-tOCOKE ESfM,U „J ems' L c 3 ��icara W C/)� W � r WC 0 a ri Q E-� ocLU d- w �:D (1) a .! z PROJECrNO: i2O.005 DRAWN BY: RID CHKD BY: TAS SHEET NO: FIXTURE PLAN O I 2 7 I l f� C_ r 1 TZ RECEIVING AREA ohlN.(D 103 fYrl I 4 i 4' I 6 13Q o 0 0'- ' 26�_0„ 2614„ 261_p 20,: DIMENSIONS FROM INTERIOR UlMLNSIQN FACE OF COLUMN. 3 A03 I I 1 OUTLETS FROM 11" A02 12 A03 RIGHT SIDE OF UNIT (TYP) 2SA 26A 26A 2&t 'l k - In, ,� � �_ I - JL-- I- t_-( �IL _ I' ` MEN 10,-3„ 1p,-3„4' ` 12 9" 13,_0, 2_9„ �2,_9„ C � 12'-y 1, l j 104 -__^-- 2_ 112' i21 - I 104 21 iv 9'-2 1/2" BEVERAGE ANCHOR SALES EA rn I I IjALLWA io BOARD, REFER TO 2/A01 F102 i� o ! 0 79 107 C%4 CONFIRM LOCATIONS AND -BE - 13 LENGTHS WITH FINAL c ADDITIONAL REGISTE S M , i 28 27 N N i DG FIXTURE PLAN I REQUIRED IF THE ANN AL ALES 1 (' 6 I 105 I 74 PROJECTION EXCEEDS THE I I OMEN I 1 15 1 PERFORMANCE OF A AN ARD STORE. 1 @ALL TOILET 105 I I - --- �----_-_-_--____ -------- ROOM WALLS _ _ _ r -- - -- jE00RDINATETHEFi _,___ _ _-_J T10N"RND _01 ho AMOUNT OF THE REGI TER3 WITH THE 1 21 26 21 26 ' { f ( APPROVED FIXTURE P N. 26 27 I 3 I------------ - - - - - - - - - J r----------- ---------- 1 i NOTE METAL BUILDIN CO UMNS SHALL I I i A03 I I. I I BE STRAIGHT. TAPERED CO UMNS REQUIRE WRITTEN AP RO AL. MAINTAIN 13'-7 1/2" 1 INTERIOR CLEARANCE OF 6,8'-0" BETWEEN 1 16 FACE OF COLUMNS O SALES FLOOR. I ! 20 4 12 I t `----------- - - - - - - - - - - 28'-31/2" r----------------------- q 106 1 i 1 NOTE: THE CLEAR DIS ANd,E BETWEEN I t Ij THE BACK OF THE SAL 1S FIXTURE AND WALL 19 I !! THE GYPSUM BOARD SHALL NOT EXCEED 11 112'. IF GREATER THAN 1 112", FURRING I tIi WALL j i STRIPS SHALL BE INST LLEP TO THE FACE I 3 KEY W j 14 OF THE GYPSUM BOARD, T P OFSTRIPS I I IIVM 15 17. AT 78" A.F.F., PAINT TO MATH WALL. ----------- -- - ---- 0 1 NOTE IF A UNIQUE W L A SEMBLY IS' _. _ _ UTILIZED P_ER_LOG . EN L_ _ 1 _� _ �- - -�-- - - .- -T _. __ _ r I # _ 5 'REQUIREMENTS, THE UILDING 22 j FOOTPRINT SHALL GROW OUTWARD TO j I 22 22 6'-4" OFFICE 25 1 MAINTAIN THE MINIMUM SAFES AREA 1 I 25 25 ! 6 1 DIMENSIONS.IJ I 1 I NOTE: SALES AREA MINIMUM DIMENSIONS I I TO BE MAINTAINED. _ I `-------- --t ------' v - I 101 13' v 100 I a � I 1 BREAKROOM i 1100 I @ OFFICE & 7 4 i 11 12 BREAKROOM A01 WALLS 03 i 1 1 I I 102 A02 a 77I i D I 1 A03 I I I i t I '' I I i 11 '-6" (MINI .UM CLE R DJMEN I N, INI UM DIM SION MU T BE MA TAINED) 1 FL OOR OR PLAN VAO-Ij SCALE: 1/8"=1'-0" LINE OF FREEZER CONTRACTOR TO /'—FRAMING BEYOND NOT INTERIOR FACE OF PEMB DRIN FIX URE WALL MOUNTING SUPPORT S' -- i-COOLERS BEYOND PROVIDE AND INSTALL 2x6 WHITE PINE GRADE ANCHOR BOARD: CONTRACTOR 1. PROVIDE AND INSTALL 2X6 WHITE PINE - 1 2 OR BETTER TO PROVIDE ANDINSTALL 2x6 GRADE ? OR BETTER. WHITE PINE GRADE 2 OR BETTER, 2. PROVIDE AND INSTALL 2X4 WHITE PINE - - FURR OUT A REQ'D TO BE FLUSH GRADE 2 OR BETTER. ' I WITH FACE OF STL FRAMES 3. FAl§TENIiTHE 2X6 TO THE WALL WITH THE I TO EDGE OF THE BOARD AT 78" A.F.F., FIXTURE SUPPLIED ( -- TOP OF FIXTURE TO BE AFFIXED RE ERG FINAL DG FIXTURE PLAN FOR AND INSTALLED —1 TO DRIED PINE NAILER I BY DOLLAR GENERAL 4 j ( I DOLLAR GENERAL LEI 4GTH AND LOCATION OF BOARD. MERCHANDISING I y 4FA. TEN�THE 2X4 TO THE WALL WITH THE I I j MERCHANDISING DEPT TO ED E OF THE BOARD AT 12" A.F.F., I ; DEPARTMENT CONTRACTOR TO - I FURR OUT ANCHOR REER O FIXTURE PLAN FOR LENGTH AND BOARDS AS j,, _, FIXTURE SUPPLIED & INSTALLED LO ATON OF BOARD. 5. PR -DRILL PILOT HOLES IN ALL BOARDS REQUIRED TO BE 11,1. BY DOLLAR GENERAL PR OR TO INSTALLATION TO PREVENT CONTRACTOR TO FLUSH WITH STEEL MERCHANDISING DEPT WOOD SPLITS. I PROVIDE AND FRAMES 6. SE UR9 THE 2X6 WITH TWO SELF -TAPPING f INSTALL 2x4 WHITE �y MTL LINER PANELS SCREWS. MINIMUM SCREW SIZE IS 4(1/4". 1 PINE GRADE 2 OR 7. FASTEN THE 2X4 WITH WITH SELF -TAPPING BETTER ( - ANCHOR BOARD: CONTRACTOR SCREW �ER WALL STUD. MINIMUM SCREW I TO PROVIDE AND INSTALL 2x4 SI E IS 'x 114". WHITE PINE GRADE 2 OR BETTER, 8. CA LK THE EDGES OF THE 2X6 AT THE TOP FURR OUT AS REQ'D TO BE FLUSH AN BOfifOM WHERE IT MEETS THE WALL ? _ WITH STEEL FRAMES PRIOR TO PAINTING. ME ND PAINT BOTH BOARDS TO MATCH l ANCHOR BOARD DETAIL A01 SCALE: 12"=1'-V' DOORSTOP SALES/ 8'-0" HIGH RECEIVING WING WALL �\ ' DOOR ALUMINUM CORNER GUARDS- T-0" OF 48" HIGH Ff w J U z 10 ' w w F U O F_ Z3 - -- 22 25 b fo (p FAUCET THIS WALL MOP HOLDER WATER HEATER MOP SINK "EWH-Z' ON SHELF ABOVE MOP SINK 5'-0" OF 48" HIGH FRP a 1 ENLARGED MOP SINK PLAN A01 SCALE: 12"=1'-0" 3 FINISHED FLOOR W LL C LOR. 21'-0" BI-PART WITH TRANSOM 1/2" GYPSUM BOARD METAL LINER PANELS (BY AND GLASS. COLOR: BRONZE PEMB) INSTALLED DIRECTLY 2X WOOD FINISH. TO METAL BUILDING GIRTS BLOCKING 10 SHIM AND ANCi IOR PER MANUF INSULATION WITH RECOMMENDAI IONS. PROVIDE VAPOR BARRIER CONT SEALANT & BACKER ROD POST: (2) BOTH SIDES I P.) 40OS162-16 WIT Ii (2)400TI25-16 FULL HEIGHT PRE -FINISHED METAL WALL PANELS i __ W SPLIT FACE METAL BUILDING COLUMNS SHALL CMU PAINTED BE STRAIGHT. TAPERED COLUMNS 3 518" (20 GA.) METAL STUD TO MATCH REQUIRE WRITTEN APPROVAL. @ 16" O.C. TO UNDE SjllDE _ _: SIDE WALL MAINTAIN INTERIOR CLEARANCE OF STRUCTURE ABOVE AT PANELS. OF 68'-0" BETWEEN FACE OF EXTERIOR WALLS. — COLUMNS ON SALES FLOOR. DETAIL AT COLUMN 5 EX ER ORCORNER DETAIL SCALE: 1/2"=V-0" A01 SCALE: 1 '=1'-0" 4 5 6 PEMB ROOF TYP. PURLIN/GIRT. SPACING (6-0" O.C.) PANELS PEMB INSULATION, COMPRESSED AS REQ'D. FOR BLOCKING PEMB PURLIN/GIRTS. - f70 METAL STUDS, ATTACHED GALVANIZED DEFLECTION TO PEMB PURLINS/GIRTS. TRACK WITH OFFSET LEGS TO ACCOMMODATE GYP. BOARD ON METAL RUNNER, FASTEN TO TRACK @ 24" O.C. CONTINUOUS DEFLECTION RUNNER ACOUSTICAL TILE CEILING AND GRID (WHERE OCCURS, REFER TO REFLECTED CEILING PLAN) 1/2" MIN. GYPSUM BOARD ON 3-5/8", 20GA. METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK. GYPSUM BOARD TO RUN TO UNDERSIDE OF DECK ABOVE AT ALL "OPEN TO DECK ABOVE" AREAS OR TO 6" ABOVE ?< CEILINGS. (USE MOISTURE RESISTANT GYPSUM BOARD AT WET LOCATIONS). R-13 INSULATION (@, TOILET ROOM WALLS) SEALANT (BOTH SIDES) BASE TRACK, FASTEN TO FINISHED FLOOR FLOOR w/0.177"0 xl-7/16" P.A.F., SHOT THRU A VO x 160A. HOLELESS WASHER 6A TYPICAL PARTITION SCALE: 1"=T-0" FLOOR PLAN KEYED NOTES Q RECEIVING DOOR BUZZER -TORK MDL.#TA725 OR EQUAL 02 DOOR SCOPE. REFER TO DOOR SCHEDULE. a WEATHER STRIP & LOW PROFILE THRESHOLD. SEE DOOR SCHEDULE. STRIPE FLOOR FOR DESIGNATED EGRESS PATH (PAINT YELLOW) AND T-0" DESIGNATED EMS PANEL CLEARANCE (PAINT RED). ® STRIPE FLOOR FOR DESIGNATED ADA EGRESS PATH (PAINT YELLOW). O PROVIDE AND INSTALL A TEN GALLON WATER HEATER (OR LARGER IF REQUIRED BY CODE) ABOVE THE MOP SINK. O 3 5/8" METAL STUD WITH 112" MINIMUM GYPSUM BOARD (BOTH SIDES). REFER TO NOTED WALL SECTION. REFER TO ROOM FINISH SCHEDULE FOR GYPSUM BOARD HEIGHT AT ANY PARTICULAR WALL. METAL LINER PANELS TO 8'-0" A.F.F. (BY PRE-ENGINEERED BUILDING MANUFACTURER). QS DIMENSIONS ARE TO COLUMN LINE UNLESS OTHERWISE NOTED. a METAL BUILDING PANELS (BY PEMB. PROVIDE TAMPER -RESISTANT FASTENERS FOR BOTTOM V-0". 10 CONCRETE SLAB WITH STRUCTURAL MIN. 6x6xW1.4 WELDED WIRE MESH OVER POLYETHYLENE VAPOR BARRIER (MIN. 10 MM THICK) OVER CRUSHED STONE BASE, TYPICAL, OR EQUIVALENT. SEE STRUCTURAL DWGS. PROVIDE CONTROL JOINTS AS SHOWN ON S03. 71 METAL BUILDING FRAME. REFER TO NOTED WALL SECTION FOR ADDITIONAL INFORMATION, t2 112" GYPSUM BOARD (TO 10'-0" Al OVER METAL LINER PANELS AND INSULATION WITH VAPOR BARRIER. 13 NICHIHA BRICK PANEL INSTALLED OVER METAL WALL PANEL. 14 SLOPE CONCRETE 1/8" PER FOOT AWAY FROM BUILDING. 1s COORDINATE CONCRETE SIDEWALK WITH CIVIL AND BROOM FINISH, TYPICAL. 18 BRONZE STOREFRONT SYSTEM. REFER TO NOTED WALL SECTION FOR ADDITIONAL INFORMATION. CONTINUE GYPSUM BOARD ABOVE STOREFRONT TO DECK. n LINE OF SOFFIT OR CANOPY ABOVE. to A.D.A. COMPLIANT ACCESSIBLE RAMP WITH YELLOW PAINTED SIDES TO ACCESSIBLE PARKING STALLS. 19 MC CUE CART AND BUMPER GUARDS. TOP INSTALLED @ 3'-5" A.F.F. ORDER TRIM KIT FOR THIS PROTOTYPE. 20 WALL HYDRANT. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. zt REFRIGERATION BY DOLLAR GENERAL. 22 ROUND PIPE STEEL COLUMN WITH RECESSED BASE PLATE. PAINT SW7005 PURE WHITE. WRAP COLUMN WITH TIGHT LOOP CARPET (BLACK) FROM BASE TO 48" A.F.F. 23 POWER POLE. COORDINATE FINAL LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN (F01). 24 CONTROL JOINTS ARE TO BE PLACED ALONG COLUMN LINES AND MID POINT BEWTEEN COLUMN LINES. COORDINATE WITH STRUCTURAL DRAWINGS. FLOOR AREA AT BASE OF COLUMNS, WITHIN THE CONST JOINTS, TO BE PAINTED BLACK MAGIC TINT. z8 ENDCAP COOLER/FREEZER AND DISPLAY LIGHTING AS NEEDED TO BE HARDWIRED THROUGH WHITE SO CORD. GC TO LEAVE BOTTOM HANGING AT 80" A.F.F. (SEE ELECTRICAL). CORD ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN. ® WALL OUTLETS FOR BANKS OF COOLERS AND FREEZERS, SEE ELECTRICAL FOR DETAILS. F2-11 MC CUE RAILING IN FRONT OF ELECTRICAL PANELS. 8'-0" LONG WITH TOP TWO RAILINGS AND NO MIDDLE POST. 28 CART AREA. REFER TO 5 & 6/A06. ALUMINUM TRIM (PAINTED) WOOD NAILER (IF REQ'D.) METALTRACK 1/2" MIN. GYPSUM BOARD ON 3-50, 20GA METAL STUDS @ 16" O.C. O O { SIMPSON HTT4 (AS REQ'D.) SEALANT (BOTH SIDES) BASE TRACK, FASTEN TO FLOOR w/0.177"0 x1-7/16" P.A.F., FINISHED SHOT THRU A 1" O x 16GA. FLOOR HOLELESS WASHER 1 PARTITION, -OFFICE & BREAKROOM SCALE: T'=T-Y' 13 x U cli r q CJ F—, I u Q} _ a0- -<C U n �/ h�l v� O Q � � N Q � W 00 z M M Q) i-1 as � O (D PROJECT' NO: 20-005 DRAWN BY: RJD CflKD BY: TPS SHEET NO: FLOOR PLAN, DETAILS, & PARTITIONS A01 i 7 8 9 (OCCUPANT LOAD @ 30O/1 11 I S.F. EQUALS 4 OCCUPAN J AA Two ♦- ❖oo❖ .�,s 0000• Leo•..-.•.o• :......... .......... .000•♦aoo•. 1�1•I I!»��i� � DOOR,Fell EXIT EGRESS EXIT DOOR, CAPACITYCAPACITY •• OCCUPANTS 160 OCCUPANTS J `—EMR/EXIT SIGN AND LIGHT LIFE SAFETY PLAN 1.1 SCALE: 3116"=1'-0" U 4' 81 121 OCCUPANT LOAD CALCULATIONS: Table 1004.1.2 7. OCCUPANT LOAD: Table 1004.1.2 Retail Sales Area 7,263 S.F. @ 60 Gross = 122 Occupants (Egress Calculated Occupancy Stock/Shipping: 1,111 S.P. @ 300 Gross = 4 Occupants (Egress Calculated Occupancy Break Room/Office Area: 175 S.F. @ 60 Gross = 4 Occupants (Egress Calculated Occupancy Toilet Rooms/Hallway Area: 175 S.F. @ 60 Gross = 4 Occupants (Egress Calculated Occupancy Actual Occupancy 134 Total Occupants Actual Occupancy 160 (Based on Min. # of exits required Exit Capacity of Egress Doors and 0.2" of exit width per occupant) EMR POINT OF BEGINNING FOR TRAVEL DISTANCE OCCUPANT LOAD S.F. EQUALS 122 UCCUPANIS SALES 102 04 DRAWING LEGEND EXIT SIGN/ERM LIGHT COMBO f::::::l EMERGENCY EGRESS LIGHT EMR LIGHT TYPE ABC, I LIGHT-! EMR LICIHT--� _ I_ I I I I I EMR LIGHT 0# FIRE EXTINGUISHER OCCUPANT LOAD @ 60/175 S.F. EQUALS 4 OCCUPANTS FE� ISLE WIDTHS ARE TYP. MINIMUM 44" i -, REGISTER m I I FJ OFFICE I OCCUPANT LOAD @ 60/175 40 EMR LIG T 101 /I S.F. EQUALS 4 OCCUPANTS Fi �__—� j I .77 iN BREAKROOM PLAN NORTH 1i 2 13 14 E it M O�dOc zE �MM tt'Ir 3drn cr�CIA x a:t�xOw 0 W .. �U 0 o 3 0 U A U U ti F d N N N w Vl n.i (V a H 0 O � 0C qtt z M M o W �w 'a � m o U by 0 v�1 w PROJECT NO: 20-005 DRAWN BY: R1D CHK'D BY: TFS SHEET NO: LIFE SAFETY PLAN A01.1 15 16 ,f L2P1r rr r;j 1n n4- f DOLLAR GEC ERAC 1 RIGHT ELEVATION SCALE: 1/8"=V-0" 53'-0" LEFT ELEVATION SCALE: S-5 STANDING SEAM METAL ROOF CLAMPS OR APPROVED EQUAL I b RTU v h- SUPPORT GUSSET AND STANDING SEAM CLAMP'. SECTION VIEW PLAN VIEW S-5 STANDING SEAM METAL ROOF CLAMPS SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" W METAL GUSSET (DING SEAM CLAMP EIFS TRIM COLOR 1 SHUTTERS AND DOOR TRIMS FINAL COLORS TO BE VERIFIED EIFS FIELD • • WAINSCOTBRICK 2 I 13 ELEVATION KEYED NOTES SIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP. WITH CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE CENTERED ON FRONT OF BUILDING. CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400 LBS, EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY THE FACE OF THE CANOPY. COORDINATE THE PROPER SIGNAGE TO BE USED WITH DOLLAR GENERAL. a NOT USED. FLOOD LIGHT. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO. ❑4 6'-0' X 7'-0" EXTERIOR REVEIVING DOOR. SEE DOOR SCHEDULE. WALL PACK. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. Q T-O" X T-0" EMERGENCY EXIT DOOR. SEE DOOR SCHEDULE. ❑7 TRIM - SEE EXTERIOR FINISH SCHEDULE FOR COLOR. n GUTTER AND DOWNSPOUT - SEE EXTERIOR FINISH SCHEDULE FOR COLOR. Eg NICHIHA BRICK PANEL INSTALLED OVER METAL WALL PANEL. 10 STANDING SEAM METAL ROOF. 11 METAL WALL PANELS WITH REVERSE RIB PROFILE WITH STUCCO FINISH (COLOR BAUHAUS BUFF SW 7552. 12 LOUVERED SCREEN FOR HVAC UNITS. 13 VENT FOR BATHROOM EXHAUST. REFER TO M01 FOR ADDITIONAL INFORMATION. 14 DOOR BUZZER. REFER TO E01 FOR ADDITIONAL INFORMATION. 15 METAL AWNING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER. 16 HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICAL SHEET M1 FOR MORE INFORMATION. 17 OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOORS @ 9-0" AF.F. 18 MINIMUM EAVE HEIGHT IS 14'-0" A.F.F. 79 FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON PAVED AREAS. ® INSTALL NON CORROSIVE METAL SNOW GUARDS IN COLD CLIMATE DESIGN LOCATIONS. 21 21'-0" X 10'-0" STOREFRONT ENTRANCE. Q PAINTED DECORATIVE SHUTTERS. n FAUX WINDOWS. SW 7747 Recycled Glass €nt2rinr(EKter:pr 14 15 r-' Q w ¢n h+H C/) b4� u r sue, U V J O 3 Q � W N Q � W a � � � o � ® 4-4 o0 � M M Lu 8� cd C%1 �C..G�, ��1-�I F4 c0 .rr 0 1 r1 W PROJECT NO: 20-005 DRAWN BY: WD - - CHK D BY: TFS SHEET NO: EXTERIOR ELEVATIONS A02 5 7 8 ( 9 10 i 11 3/8 r TYP. 12 28 o _ 8 N 13 BUILDING SECTION SCALE: 1/4" = T-0" �A) WALL SECTION 03 SCALE: 1!7' = V-Y' 3/8 1— 2 f f1 �t.r�,r�;•1 2B WALL SE( A03 SCALE: 1/7' = "4 ft mw `i 110 3 A03 7 ICI III 131 r4 32 BEYOND WALL SECTION SCALE: 1/2" = V-0" I / / o / o / o r 0 io -4_� WALL SE( A03 j SCALE: 1/2' =SCALE: 1/2" = 10 12 SECTION KEYED NOTES PRE-ENGINEERED METAL BUILDING 19 SOFFIT BEYOND (BY PEMB). SYSTEM BY BUILDING MANUFACTURER. 2 MIN. R-19 BATT INSULATION IN TWO 20 PRE -FINISHED METAL WALL PANELS (BY LAYERS WITH R-5 THERMAL BLOCKS AT PEMB). PROVIDE TAMPER- RESISTANT EACH PURLIN. (BY PEMB) - INSULATION FASTENERS 8'-0" AFF AND BELOW. SYSTEM TO LEAVE BOTTOM OF PURLINS 21 GRANULAR FILL. EXPOSED FOR ATTACHMENTS - "SAG AND BAG" PREFERED, "LONG TAB/BANDED 22 REINFORCED CONCRETE FOOTING. FILLED CAVITY" ACCEPTABLE. (REFER TO NOTES ON S2) STANDING SEAM METAL ROOF, 23 PREFINISHED METAL COPING. GALVALUME FINISH (BY PEMB). 24 STOREFRONT SIGN (BY DOLLAR ® ROOF MOUNTED HVAC UNIT, SEE GENERAL). REFER TO ELEVATIONS & MECHANICAL DRAWINGS. STRUCTURAL NOTES FOR REQUIRED MINIMUM R-13 VINYL FACED BATT BLOCKING. INSULATION (BY PEMB). 25 FINISH GRADE (NO SIDEWALKS) AT 6 METAL BUILDING GIRT (BY PEMB). EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR. VERTICAL METAL LINER PANELS, 28 GA. 26 LIGHTING, REFER TO ELECTRICAL DRAWINGS. g 1/2" MINIMUM GYPSUM BOARD OVER LINER PANELS. METAL LINER PANELS 27 WHERE DOWNSPOUTS DISCHARGE TO DECK ABOVE; T.O. GYPSUM BOARD ONTO GRADE (NO SIDEWALKS), 1174' AFF, PAINTED. REFER TO MINIMUM 5'4' LONG, 4" PERFORATED INTERIOR SALES FLOOR ELEVATIONS. LANDSCAPE PIPE STRAPPED TO A 12'k24" CONCRETE SPLASH BLOCK PRE -FINISHED GUTTER & DOWNSPOUT. SHALL BE INSTALLED TO PREVENT EROSION AROUND STRUCTURE. 1D PROVIDE METAL CLOSURE. SEAL& 28 INTERIOR WALL - PAINTED - SEE ROOM CAULK RODENT PROOF BUILDING. SCHEDULE FOR MORE INFORMATION. 11 LOCATION OF 1 1/7 CONDUIT WITH 29 STONE VENEER OVER AIR AND VAPOR PULLSTRING (ABOVE OFFICE) FOR BARRIER OVER PLYWOOD. SATELLITE LINE. PROVIDE WEATHERTIGHT SEAL AT HORIZONTAL 30 MC CUE TRIM KIT. PENETRATION. CONTRACTOR 31 PRE -FINISHED METAL WALL PANELS, RESPONSIBLE FOR INSTALLATION OF REVERSE-RIBPROFILE. CONDUIT. 12 12' MINIMUM GYPSUM BOARD ON 3 518" 32 STEEL PIPE COLUMN (BY PEMB) WITH MTL STUDS, HEIGHT AS NOTED. RECESSED BASEPLATE, WRAP WITH 13 ADA COMPLIANT DRINKING FOUNTAIN, CARPET UP TO 48" AF.F. REFER TO PLUMBING. 33 TX4' LIGHT FIXTURES HUNG WITH AIRCRAFT CABLE, ADD UNISTRUT TO 14 NOT USED. PURLINS AS REQUIRED FOR HANGING. 15 METAL BUILDING COLUMNS SHALL BE 34 20"X30" MINIMUM ACCESS PANEL FOR STRAIGHT. SIGNAGE JUNCTION BOX; COORDINATE 16 REINFORCED CONCRETE SLAB ON LOCATION WITH ELECTRICAL DRAWINGS VINYL VAPOR BARRIER. AND SIGNAGE VENDOR. 17 ALUMINUM BI-PART DOOR AND 35 BLOCKING FOR BUILDING SIGNAGE. STOREFRONT GLAZING SYSTEM, COORDINATE WITH SIGN VENDOR. COLOR BRONZE. 36 EIFS 1" OVER REVERSE RIB PANEL. 18 UNDISTURBED EARTH AND COMPACTED SUB GRADE. 37 NICHIHA OVER 5/8"CDX PLYWOOD OVER VAPOR BARRIER OVER REVERSE RIB METAL WALL PANEL. DIAGONAL BRACING TO GYPSUM BOARD ON METAL -/-(TYP.) STRUCTURE ABOVE AS REQ'D STUDS @ 16" O.C. TO 4'4" O.C. FOR LATERAL STRUCTURE ABOVE. +I SUPPORT ONLY, ATTACH TO VERTICAL W/ (4) NO. 1/4-14 SHEET 2x WOOD BLOCKING METAL SCREWS SHIM & ANCHOR PER 3 5/8" - 18GA STUD TRACK W/2 MANUFACTURERS #10 SCREWS @ 16" OC RECOMMENDATIONS. PROVIDE (2) 800S162-54 WITH (2) CONT SEALANT & BACKER ROD, 362T125-54 BOX BEAM HEADER BOTH SIDES (TYP.) 2T-W 81-PART DOOR SYSTEM. BRONZE FINISH METAL SOFFIT PANELS (BY PEMB) STOREFRONT HEAD DTL \ A03 SCALE: 34' = V-0" PEMB GIRT @ 10'-0" AFF PEMB COLUMN I 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. I 1 1 1 3 5/8", 20 GA. MTL RUNNER. SECURE TO SLAB WITH 1/8" DIAMETER POWDER ACTUATED FASTENERS (RAMSET) @ 2'4' O.C. j I REIN. CONC. SLAB ON VINYL 1 VAPOR BARRIER (SEE STRUCTURAL) a I -I � I —III v •: 44s • .•• as III -III -III LILIIIIIII11-111 a DETAIL SCALE: 3/4' = T-0" �__ _____- —EIFS OVER METAL WALL PANELS (BY PEMB) METAL FLASHING —(BY PEMB) T.O. MASONRY 4'-0" AFF `BACKER ROD AND SEALANT K NICHIHA BRICK PANEL TYVEK BUILDING WRAP ON 1/2" MIN EXTERIOR GRADE SHEATHING TO 4'-0" AFF NICHIHA OVER 5/8" COX PLYWOOD OVER VAPOR BARRIER OVER METAL WALL PANEL NEW SIDEWALK T.O. SLAB ELEV-0'-0" AFF FOUNDATION AND SLAB, SEE STRUCTURAL DWG'S. 15 �IUII C^� \ i t� tJ v-a s [�Cr NL:®(24 n u U � C' O ra Q � vL M M c bUU-1 W Imo"' Gt ;__4•"��...4� ��® ® • ":-I h 4 W PROJECT NO: 20-005 DRAWN BY: RJID -- CHK'D BY: TFS SHEET NO: SECTIONS AND DETAILS A03 L f�T c5'.(-I N. ..ti CJ U Uri r^n vI t �. E—� U cl Cie) o 0 0 a a � w � LLL," I C) Oc lzt m M L im w 0 w PROJECF NO: 20-005 DRAWN BY: WD ClWD BY: TFS SHEET NO: ROOM FINISH AND INTERIOR ELEVATIONS A04 E--/ v G Mai � r C/) W �a CD CJ "' O Q W Qom. N Cv �tQ] a s 0 -JLu ��V} v MW o F U W PROJECT' NO: 20-005 DRAWN BY: RJD CI'D BY: TES SHEET NO: DOOR SCHEDULE AND DETAILS A 05 1 3 4 INTERIOR GYPSUM BOARD AND METAL STUD WALL. REFER TO 4/A03 FOR SIMILAR INTERIOR WALL CONSTRUCTION. INSTALL 6" STUDS THIS WALL ONLY FOR BACKFLOW PREVENTER IF REQUIRED IVES WALL MOUNTED DOOR STOP, TYP. LOCATION OF BACF PREVENTER (IF RE IF LOCATED INSIDE) IN TAMPER PROOF CABIN WITH ACCESS PANEL 36" CORNER GUARDS, MOUNTED T-5" A.F.F., TYP. ACCESS PANEL AT CHASE - SEE 9/A06 10 GAL. WATER HEATER MOUNTED ON SHELF ABOVE CEILING 36" CORNER GUARDS, MOUNTED T-S' A.F.F., TYP IVES WALL MOUNTED DOOR STOP SALEA AREA 102 - 36" CORNER GUARDS, MOUNTED V-5" A.F.R. TYP. 2 A 6 —B D A MEN'S T (LET 10 V-6' 104 WALL HYDRANT, REFER TO PLUMBING -CONDITIONED CHASE,REFER 105 TO MECHANIC/ 1 WOMEN'S) OILET I 2 6 A SIM. J BCD CART AREA, SEE 4 & 5/A06 (OFFICE ' 101 CONTRACTOR SHALL LEAVE AN AS -BUILT SET OF I CONSTRUCTION PLANS, I i ROLLED AND PLACED IN A 4"x36" PVC PIPE, MOUNTED J ABOVE THE DOOR AS SHOWN. 101 OWN INTERIOR GYPSUM BOARD AND METAL STUD WALL. REFER TO 4/A03 FOR BREAK ROOM SIMILAR INTERIOR WALL 100 CONSTRUCTION. RESTROOM/OFFICE/BREAKROOM PLAN SCALE: 1/4" = V-0" 2 i 3 a MIF WI, FR, O m v 18" VERTICAL GRAB BAR - STAINLESS STEEL GRAB BAR -4"BASE 18" 2 ROLL TOILET / `-4" BASE TISSUE HOLDER-/ O© NOTE: 1. REFER TO 3/A3 FOR ADDITIONAL ADA MOUNTING HEIGHTS AND REQUIRED CLEARANCES FOR TOILET ROOM ACCESSORIES AND PLUMBING FIXTURES. 2 TOILET ROOM E E ATIONS A06 SCALE: 1/4" =1'-0 HIG WALL W/ 1xWOOD CAP P INTE WALL COLOR 8" PVC BUMPER GUARD %—(T P AIND BOTTOM) RAILING BY McCUE A FLOOR MOUNTED, 5 STE LTUBULAR PAPER TOWEL HOLDER INSULATE AROUND PIPES-----' -4" BASE 8, 11" O 8" HORIZONTAL BUMPER TRIMMED TO W SHORTER THAN THE SPACE WHERE APPLIED, CENTER IN SPACE. 48" HIGH WALL WITH 1x WOOD CAP PAINTED TO MATCH `_ BOTH SIDES OF WALL TO BE PAINTED P2 - SEE A04 E CART STOP ASK FOR THE KIT OPTION A ` FLOOR MOUNTED, �, STEEL TUBULAR McCUE TRIM KIT 4" VINYL BASE INCLUDES BUMPER 36" CORNER GUARD GUARDS AND CART STOP a CART STOP DET IL CART AREA DETAIL IVES WALL MOUNTED DOORSTOP A06 SCALE: 1/4"=T-0" A06 SCALE: NTS 6" (TYP.) CE CHARACTER HEIGHT SHALL BE A MINIMUM E X I OF 3" PER CODE >_ d GRADE 2 BRAILLE MON WITH DOTS 1/10" ON a ' INTERNATIONAL CENTER AND 2/10" ¢ (Z_7 SYMBOL OF SPACE BETWEEN - w LL ACCESSIBILITY CELLS RAISED 1149' 1 rn p PER CODE NOTES: 1. SIGNS SHALL CONFORM TO ANSI OR LOCAL ACCESSIBILITY GUIDELINES WHICHEVER IS MORE STRINGENT. 2. ALL BUILDINGS AND ENTRANCES THA T ARE ACCESSIBLE AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED W TH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 3. G.C. TO PROVIDE TACTILE "EXIT SIG S AT ALL GRADE LEVEL EXIT DOORS PER CODE. 4. SIGNS TO BE INSTALLED ON TH LAT H SIDE OF THE DOOR, OR IF NO SPACE ON THE NEAREST WALL PREFERABLY O THEi RIGHT. SIGNAGE SHALL HAVE NON GLARE FINISH W/A CONTRASTING BACKGROUND. �sl ACCESSIBLE SIGNAGE A06 SCALE: 1117=1'-0" TOILET ROOM ACCESS DRIES B2740 BOBRICK DOUB _E TOILET TISSUE DISPENSE B253 BOBRICK PAPEI Z TOWEL DISPENSER A-24x36 GAMCO 2 ' x 3 ' ANGLE FRAME 150Sx36 GAMCO 1 /2" X 36" GRAB BAR 150Sx42 GAMCO 1 /2"X 42" GRAB BAR 150Sx18 GAMCO 1 /2" X 18" GRAB BAR MS-1 GAMCO MOP HOLDER TOILET ROOM NOTES PROVIDED BY 1. ALL TOILET ROOM ACCESSORIES CONTRACTOR. 2. ALL STORES MUST INCLUDE 2 REST ROOMS, EVEN WHEN NOT REQUIRED BY CODE. ANYVARIATION MUST BE APPROVED, IN WRITING, BY TOE DOLLAR GENERAL CONSTRUCTION DEPARTMEN . 3. RESTROOMS MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE, AND LOCAL) FIRE, AND HEALTH DEPARTMENT CODES. ADA REQUIREMENTS MUST ALSO BE MET IN BOTH RESTROOMS. SOME CODES Ill AY REQUIRE ADDITIONAL TOILETS OR LAVATORIES. PLEEEEggqASE CONTACT DOLLAR GENERAL CONSTRUCTION DE ARTMENT FOR ALTERNATE PLANS FOR THESE SITUATION S. 4. PROVIDE AND INSTALL 2'x3' MI RROR (OR LARGER IF REQUIRED BY CODE). 5. CONTRACTOR TO INSTALL SO P DI PENSERS, TOILET PAPER HOLDERS, DOOR CLOE ER, EXHAUST FANS, AND ALL BASS SECURITY PARTS IN BOTH RESTROOMS. PROVIDE SOLID BLOCKING IN WALL FOR SUPPORT 6 1 7 RAISED GENDER SYMBOLS (TYP.) RAISED DISABLED SYMBOLS (TYP.) WOOD RAISED GENDER BLOCKING TEXT (TYP.) 1E AS REQUIRED RAISED BRAILLE GENDER TEXT (TYP.) 1 I 6" FROM DOOR FRAME TO rLOF SIGN - TYP Z TISSUE PAPER GRAB BAR 48" LONG GRAB BAR 36" LONG GRAB BAR 18" LONG DISPENSER r�i� WyJ O r O SANITARY NAPKIN PAPER TOWEL RECEPTACLE DISPENSER 4,-0„ 4, 0 25 - - 26 CLEAR (CLEAR I FLOOR I FLOOR ISPACE FO m (SPACE FOF _LLAVATORY - io DRINKING IFOUNTAIN - - - ACCESSIBILITY CLEAR A06 / SCALE: 1/4"=T-0" GRAB BAR SUPPORT BAR /4" MIN FASTENER& MOUNTING 1 1/2 /4 MAX SUPPORT SHALL BE ABLE TO WITHSTAND 250#(FT. IN BENDING, SHEAR & TENSION. SEE ELEVATIONS FOR MOUNTING HEIGHTS GRAB BAR DETAIL SCALE: 1 1/2'=1'4' )—EQUIPMENT BY LOW / VOLTAGE INSALLER v HEAVY DUTY, 12'x20" SHELF (BY GC) MOUNTED AT 4'-6" AFF HEAVY DUTY, 12"x20" FOR VSAT, MONEY "'` SHELF (BY GC) COUNTER AND RADIO. MOUNTED AT 4'-6" AFF 1/2" THICK MIN. ( ) FOR VSAT, MONEY PLYWOOD, 36" 1/2" THICK (MIN.) — COUNTER AND RADIO. WIDE x 48" HIGH, PLYWOOD, 60" WIDE x PAINTED TO MATCH 48 HIGH, PAINTED TO ::: WALL AT 36" AFF. MATCH WALL AT 36' AFF. OFFICE WALL A OFFICE WALL B SCALE: SEE BELOW SCALE: SEE BELOW OFFICE ELEVATIONS A06 SCALE: NTS m>U Lu ULL LL TILT MIRROR 1$" IT' HEIGHTS �a J;E) oD rnMO_ STUD IN WALL METAL CUP WITH {3) SHEET METAL SCREWS FASTENED TO BOTH STUDS ® (2) SHEET METAL SCREWS 3/4" WIDE 20 GAUGE WATER HEATER STRAP LATERAL SUPPORT SHELF MOUNTED WATER HEATER STRAP TO WALL AS INDICATED. (1) STRAP ON THE UPPER 1/3 & (1) ON THE LOWER 1/3 MAINTAINING WATER HEATER A MINIMUM OF 4" FROM CONTROLS. 6O. ALt: Jtt t1tLUW INSTALL WATER HEATER ABOVE MOP SINK UPON 8" 20 GA. STEEL STUD JOISTS SPACED 8" O.C. SPANNING SURROUNDING WALLS AT T-6" A.F.F. AT MOP SINK AND ABOVE CEILING AT HALLWAY. COORDINATE F-2r STRUCTURAL SUPPORT FRAMING WITH G.C. WATER HEATER SHELF DETAIL SCALE: NTS 12'X12" LOUVERED VEI FOR HUB DRAIN ACCE! MAINTAIN REQUIRED HEIGHTS AND CLEARANCES FOR DRINKING FOUNTAINS %2„ s ACCESS PANEL DETAIL A06 SCALE: 12" = T-0" ty� r im ;> --+ -, v of) cdNc�l ,::.L < H � n G N W N k O 3 Ll � F�1 ng � 0 M M O C/) CC3 0 PROJECT NO: 20-005 DRAWN BY: RTD CHK'D BY: TFS SHEET NO: TOILET ROOM PLAN AND DETAILS A06 9 10 11 12 i3 i 2 3 5 t H J r 0 w 7"-8" FIELD VERIFY 4 1R'_ n" **mri n Vp-RIrv** 16'-4" 11 n A Tf- 1 A T/"I DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8"=1'-0" /2" STL ALL HREAD ROD /2" THK STL PLATE '" X 2" X 1 /8" STL UBE FRAME 4" PTD FLAT BLACK s GATE BRACING DETAIL GATE BRACING DETAIL A07 SCALE: N.T.S. A07SCALE: N.T.S. 6x6 TRTD. WOOD POST x TRTD. WOOD RIVACY FENCE; '-0" HIGH HOLES IN ASPHALT FOR E DROP BARS WELD HINGE TO GATE FRAME 2"X2"X1/4" - STL TUBE 1/2" STL ALL"'-`� SURFACE MTD PINTLE HINGE THREAD ROD (GALV & PTD) 6" 3/8 5" DIA H.D. PIPE ST POST 1" FILL W/ NON -SHRINK GROUT 2"X2"X1/4" STL TUBE GATE FRAME 2X4 WD NAILER 1x6 TRTD FENCE 1" 5 GATE HINGE DETAIL A07 SCALE: N.T.S. C 7 1x TRTD. PRIVACY 1 6'-0" HIG 2x4 TRTD, FRAMING 6x6 TRTD, POST 1x TRTD. PRIVACY I 6'-0" HIG 2x4 TRTD. FRAMING 6x6 TRTD. POST *ALL SIGN DIMENSIONS ARE TO BE VERIFIED BY SIGN VENDOR. SCALE: 1/2"=1'-0" 11 12 — CABINET — 4"x4"X1/4" STEEL TUBE 3/4"DIA. A325 BOLT W/ NUT, FLAT, & LOCK WASHERS EIFS TRIM BAND NICHIHA BRICK PANEL OVER VAPOR BARRIER OVER PLYWOOD AND METAL FRAMING. SURFACE MOUNT ELEC. CONNECTION 1'-0"(D) x 7-9 (W) x IT-0" / (L) FOUNDATION SLAB W, #4 BARS @ 16" C/C E.W. 13 0 c b oc> r. �'o ram'. r-A N'.. C� r �U UI;� C <CUU Ci 0 3 a A 00 f. M Lu h+i C) �1 i PROJECT NO: 20-005 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: DUWSTER ENCLOSURE & DETAILS A07 r- v, O �7co 2.,30— � ct ,,, Ln ® -0 x n � G U 3 H 3 N Q � W � W M M t� � U as � C� ,r by PROJECT NO: 20-005 DRAWN BY: RJD -- CHK'D BY: TFS SHEET NO: REFLECTED CEILING PLAN A08 ROOF PLAN JC:ALt: I/U"=1'-U PLAN NORTH WALL J OF 1 1/2" CONDUIT FFICE) FOR SATELLITE VIDE WEATHER TIGHT 'ARAPET PENETRATION. =D LOCATION OF :TRATING SATELLITE MOUNT -FICE): SKYWARE GLOBAL, 110063-04 (BY OTHERS) PRE-ENGINEERED METAL BUILDING NOTES METAL BUILDING NOTES: THE PRE -MANUFACTURED METAL BUILDING STRUCTURE, CONCRETE FOUNDATION, AND INTERIOR CONCRETE SLAB SHALL BE DESIGNED, DETAILED, FABRICATED, AND CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS AND REGULATIONS. THE MOST STRINGENT REQUIREMENTS APPLY WHERE INCONSISTENCIES OCCUR BETWEEN THE APPLICABLE STANDARDS. IN THE ABSENCE OF OTHER CRITERIA, LOADINGS SHALL CONFORM TO THE MOST RECENT EDITION OF THE INTERNATIONAL BUILDING CODE. 2. THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY, AND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND EXTERIOR SKIN PACKAGE. THE METAL BUILDING MANUFACTURER SHALL BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) METAL BUILDING CERTIFICATION PROGRAM. 3. THE FRONT FASCIA SHALL HAVE (3) 12" PURLINS (MOUNTED VERTICALLY SO THAT THE 12" FACE IS AGAINST THE BUILDING METAL SIDING, THESE PURLINS SHALL BE CENTERED OVER THE ENTRANCE AND SPACED 96" APART TO PROVIDE ADEQUATE SUPPORT FOR SIGNAGE WHICH MAY WEIGH UP TO 1,400 LBS. 4. RECOMMENDED PRE-ENGINEERED METAL BUILDING MANUFACTURERS ARE: -VP BUILDINGS, ATTN: DAVID ENGLISH (901) 568-4537 -STAR BUILDING SYSTEMS ATTN: RODNEY BURT (800) 879-7827 -NUCOR BUILDING SYSTEMS ATTN: BOB BARRY (315) 622-4400 (260) 837-7891 -BIGBEE STEEL BUILDINGS INC ATTN: KEVIN BUSLER (800) 633-3378 -CHIEF BUILDINGS ATTN: ERIN SULLIVAN (800) 845-1767 5. SEE SHEET A02 FOR WALL AND ROOF FINISHES AND COLORS. ROOF NOTES: 1. METAL ROOF MUST BE A STRUCTURAL STANDING SEAM METAL ROOF WITH MECHANICALLY ROLLED SEAMS. SEAMS TO BE A MINIMUM 1 1/2" HIGH. ALL FASTENERS TO BE CONCEALED. 2, ROOF PANELS TO BE A MINIMUM 24 GAUGE. 3. METAL ROOF SYSTEM TO BE EQUAL TO VP BUILDING SLR II ROOF. 4. CONDENSATE FROM HVAC UNITS TO BE PIPED TO GUTTERS. I'_' lr, Q-, r 4i rr ox�rtcv »� Ow V1 Fil ,J O <CUU� O �1 vv, Q > W o C] r W O O o ono � M M z ti o W �w a < J o �To F+i r l \/ 2 • rl bi w ;_4 0 W PROJECT NO: 20-005 DRAWN BY: RJD CHKD BY: TFS SHEET NO: ROOF PLAN AND MTL BUILDING NOTES A09 1 5 C REAR CURB FLANGE (SEE DETAIL FOR , CUT AT 45" (2) 1. NOTCH CURB FLANGE TO ALLOW CURB TO SET IN THE FLAT OF PANEL DRY FIT AND MARK PANEL AT CURB LINE. 2. INSTALL MASTIC INSIDE CURB OUTLINE - CUT TAPE AT 45 ANGLE. 3. WHEN INSTALLING CURB, LEADING EDGE OF FRONT FLANGE MUST HAVE UNDER PLUGS PLACED ON MASTIC AND AUGNED WITH MAJOR RIBS OF ROOF PANEL. MASTIC MUST ALSO BE APPLIED OVER UNDER PLUGS, 4. APPLY TUBE CAULK AROUND PERIMETER, TO THE OUTSIDE OF MASTIC LINE UNDER PLUG (3) (SEE DETAIL) 3• �\ TYP. (1) V REAR CURB FLANGE CUTOUT DETAIL UNDER PLUG INSTALLATION DETAIL UNDERPLUG ROOF PANEL MASTIC FRONT FLANGE OF CURB CURB INSTALLATION INSTRUCTIONS TRAPEZOIDAL STANDING SEAM PANEL - UNDER I OVER FOLLOW MANUFACTURER'S SPECIFICATIONS REQUIRED NATIONAL ACCOUNT ROOF CURB DIG VENDORS: ROOF CURB SYSTEMS GREG SMYTH 800.683.5848 GSMYTH@ROOFCURB.COM CURBS PLUS INC. ALAN THRAILKILL 888.639.2872 ALAN.THRAILKILL@CURBS-PLUS.COM KCC INTERNATIONAL INC. GREG CONRAD 800.382.2872 GCONRAD@KCCCURBS.COM 4 Q' lel 0 TYPICAL ROOF CURB UNIT \ A10 / SCALE: NITS REQUIRED PHOTOS: THE FOLLOWING LAYOUT SHOWS THE REQUIRED PHOTOS TO BE TAKEN AT COMPLETION. (MAKE SURE THE OVERHEAD LIGHTS ARE ON FOR YOUR PHOTOS.) 1. FROM EACH CORNER OF THE SALES AREA, FACING THE OPPOSITE CORNER. 2. CORRIDOR (ONE PICTURE FROM EACH END OF THE CORRIDOR). 3. STANDING 10' FROM THE ENTRANCE FACING THE ENTRANCE. �i PHOTO KEY PLAN SCALE: 1 /16"=l'-O" 1. ATTACH ROOF PANELS 2. ROOF CUTOUT AS FOLLOWS: DIM. A = OVER ALL LENGTH (OAL) - 6 INCHES DIM. W = WIDTH (W)+12INCH 3. LEADING EDGE OF CURBS FRONT FLANGE IS INSERTED UNDER FRONT EDGE OF ROOF PANEL CUTOUT. SIDE AND REAR FLANGES REST ON TOP OF ROOF PANELS 4. INSTALL TUBE CAULK UP VERTICAL PORTION OF RIB AND OVER TOP OF RIB PRIOR TO INSTALLING ADJACENT PANEL. INSTALL TUBE CAULK IN FIRST FOUR INCHES OF FEMALE RIB TO COMPLETELY SEAL SIDE LAP ABOVE AND BELOW CURB. D 1. ATTACH CURB THROUGH ROOF PANEL INTO SUPPORTS WITH SCREWS SPACED AT 3" O.C. 2. APPLY MASTIC & TUBE CAULK TO UNDER SIDE OF RIB CAPS, WITH TUBE CAULK EXPOSED TO THE WEATHER SIDE. ATTACH RIB CAPS WITH FASTENERS 3" O.C. 3. GENEROUSLY APPLY TUBE CAULK AROUND PANEL SEAM WHERE IT ENTERS RIB CAP. FORCING CAULK BACK INTO TOP OF RIB CAP. 4. APPLY MASTIC & TUBE CAULK TO BOTTOM OF SLIT PLATES PRIOR TO INSTALLATION (SEE DETAIL). I SLIT PLATE INSTALLATION 7MASTIC �q TUBE CAULK / 1 e ACONTROL JT LAYOUT: D RIGHT AT LINES AND :NTERED IN AS SHOWN r V rO M MINIMUM CONTROL JOINT LAYOUT: FRONT TO BACK AT CO UMN LINES AND CENTEREDIN BE EEN AS SHOWN PLATE (4) SLIT PLATE ALLATION 41L) CONCRETE ANALYSIS PI•esa check one Based on Standard Deviation Analysis Trial Mix Test Data DESIGN CHARACTERISTICS Density _ pcf Strength psi (28 day) Air % specified If trial mixes are used the Mix Design is proportioned to achieve for = fe + 1200 psi (1400 psi for strength higher than 5000 psi at 28 days) MATERIALS Typer Specific Absolute Source Gravity Wefght/ib. Vol. cu.ft Cement Coarse Aggregate Fine Aggregate Water Other TOTAL 27.0 cu. ft. t Water/Cement Ratio (lbs. watedibs. cement) _ % ADMIXTURES Dosage Manufacturer ozlcwt Air Entraining Water Reducing Water Reducing, Retarding High Range Water Reducing Non -Corrosive Accelerating Other Slump before HRWR inches Slump after HRWR inches Standard Deviation Analysis (from experience records): # of Test Cylinders Evaluated: Standard Deviation: fcr-fc + 1.34s or fcr = fc + 2.33s - 500 (Refer to ACI 301 for increased deviation factor when less than 30 tests are available) V V I U4J V � i t== �j RECEIVING AREA 0-0 SALES AREA q 9 LL== J CONTROL JOINT SPACING PLAN A10 SCALE: 1116"=l'-O" 1 J 2 Slump before HRWR inches Slump after HRWR inches Standard Deviation Analysis (from experience records): t'cr-fc + 1.34s or fcr = Pc + 233s - 500 (Refer to ACI 301 for increased deviation factor when less than 30 tests are available) LABORAWRYTAESTDATA Compressive Strength Age (days) Mix # 1 Mix #2 Mix #3 7 psi psi psi 7 psi psi psi 28 psi psi psi 28 psi psi psi 28 average psi psi psi REQUIRED ATTACHMENTS Please Check Coarse Ag gregate Gradation Report Fine Aggregate Gradation Report Concrete Compressive Strength Data or Trial Mixture Test Data Admixture Compatability certification letter Submitted by: Name: Address: Phone #: Main Plant Location: Miles from Project: Secondary Plant Location: Miles from Project: Date: F- U (4) SIDES TO RECEIVE Z to z 1/4" PREFORMED JOINT O O Z FILLER AND SEALANT, O O U � NO EXCEPTIONS 6 CONTRACTION OR O O CONSTRUCTION JOINT O O O P U Q � � H Ofroa OOU� COLUMN BASE DETAIL - PLAN SCALE: NTS I �� ti I COLUMN WITH RECESSED BASE PLATE CONTRACTION OR CONSTRUCTION JOINT TWO SETS OF (2) #4 REBAR, WHERE CONTRACTION OR CONSTRUCTION JOINT DOES NOT OCCUR. SEE FOUNDATION DRAWINGS FOR PLACEMENT ANCHOR BOLTS PER STRUCTURAL ENGINEERING REQUIREMENTS C V • G G v EQUAL EQUAL i REINFORCING j AS NEEDED a�) COLUMN BASE DETAIL - SECTION AID J SCALE: NTS F.F.E m Z w a to m �toz UJ uJ Z. � tit w z X toZ= wwUJ a 0 t._ 'J Md z r. C'N CSC n C v ai CIL) c i CI- t O _ � O v a -9!!CUV(D' KD O 3 Q w N Q v, i—�—d r�r P--1 v1 LIA M M i,- - I�4 (Z ® F"v"1 • r��l �Q � •yam h"Gpyd Y� i.� �-a PROJECT NO: 20-005 DRAWN BY: RJD CT K'D BY: TFS SHEET NO: CONCRETE ANALYSIS AND MISC. NOTES A10 3 I 14 G r I HVAC SYMBOL LEGEND ALL SYMBOLS SHOWN MAY NOT APPEAR IN DRAWINGS. ® SUPPLY AIR Z RETURN AIR lll` ELBOW W/ TURNING VANES C T (4 SPUTTER T4 BALANCING DAMPER FIRE DAMPER - VERTICAL FIRE DAMPER - HORIZONTAL F® MOTORIZED DAMPER D (1) THERMOSTAT ® WALL CAP 0 EXHAUST FAN FLEX DUCT ® DUCT TURNING UP/DOWN E UNDERCUT DOOR 1" MIN. -� SUPPLY AIR DID i SIGHT DOOR GRILLE, -PROOF EXHAUST AIR SID SMOKE DAMPER BDD BACK DRAFT DAMPER (D SMOKE DETECTOR HVAC ABBREVIATIONS ALL ABBREVIATIONS SHOWN MAY NOT APPEAR IN DRAWINGS. ABOVEAFF FINISHEDFLOOR C AHU AIR HANDLING UNIT AUX AUXILIARY BOO BACK DRAFT DAMPER BRD BAROMETRIC RELIEF DAMPER CEIL CEILING CONE) CONDENSATE CIA DIAMETER EAT ENTERING AIR TEMPERATURE EF ROOM EXHAUST FAN EQUIP EQUIPMENT FD FIRE DAMPER N FURN FURNACE GA GAUGE GRH GAS RADIANT HEATER GUH GAS UNIT HEATER HP HEAT PUMP HR HOUR MAX MAXIMUM MCA MINIMUM CIRCUIT AMPACITY MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION NIC NOT IN CONTRACT CA OUTSIDE AIR PENE PENETRATION PTAC PACKAGED TERMINAL AIR CONDITIONER RA RETURN AIR RM ROOM REG REGISTER RND ROUND RTU ROOFTOP UNIT K SYS SYSTEM TEMP TEMPERATURE TSTAT THERMOSTAT TYP TYPICAL VEL VELOCITY VF VENTILATION FAN W/ WITH N 2 3 ;3 14 �n 0 00 �O M_ >nMM PACKAGED ROOF TOP UNIT SCHEDULE COOLING CAPACITY HEATING CAPACITY EQUIPMENT SPECS MARK N0. ARA SERVED TONS TOTAL CFM O.A. (CFM) EER NOTES TOTAL SENS. CAPACITY AUX. HEAT MFGR & MODEL (BASIS VOLT WEIGHT MBH MBH MBH . KW OF DESIGN) PHASE MCA MOCP (CBS) RTU 1 SALES 10.0 4000 916 11.2 118.0 87.0 60.0 15.0 CARRIER 20TC-D12D2A5-OAOGO 208/3 53.0 60.0 640 ALL RTU-2 SALES F100 4000 - 91 6 1 1.2 1 18.0 87.0 60.0 15.0 CARRIER 20TC-D12D2A5 OAOGO 208/3 53.0 60.0 640 ALL EQUIPMENT NOTES: MFGR SPECIFIED IS "BA IS OF DESIGN". CARRIER IS REQUIRED FOR THIS LOCATION. COORDINATE WITH NATIONAL ACCOUNT VENDOR. 1. REFRIGERANT IS R-41OA 2. COOLING BASED UPON 95 AMB, 80 EDB, 70 EWB, 58 LDB, 57.2 LWB 3. HEATING BASED UPOIN 60 EDB, 76 LDB 4. MULTI -STAGE AI VOLUME 5. MICROPROCESSOR TYPE THERMOSTAT PER SPECIFICATIONS. 6. DIFFERENTIAL E THALiPY ECONOMIZER, DUAL ENTHALPY SENSOR, BAROMETRIC RELIEF DAMPER 7. 2" PLEATED ME RV 115 FILTERS: 8. SMOKE DETECTOR KIT WITH MOUNTING HARDWARE. 9. CONDENSATE DR IN AN FLOAT SWITCH AT PRIMARY DRAIN PAN (STAINLESS STEEL) FOR FAN SHUTDOWN 10. COORDINATE R OF �URBS WITH PEMB MANUFACTURER VENTILATION CALCULATION PP OX VENTILATION REQUIREMENTS OCCUPANCY VALUES "Pz" VENTILATION RATES "Vbz" EXHAUST AIR RATES EXHAUST AIR ROOM ROOM IZE (SF) RATE AS DESIGNED REMARKS IMC 2010 MC 2010 PEOPLE IMC 2010 IMC 2010 TABLE 403.3 TABLE 403.3 REQUIRED TABLE 403.3 TABLE 403.3 (CFM) PER DESIGN 15/1000 SALES 714 7.5 CFM/PERSON 107 107 2073 - + 0.12 CFM/SF 5/1000 & OFFICE & OFFICE 159 5 CFM/PERSON 2 2 24 - B + 0.06 CFM/SF RECEIVING 1090 0.12 CFM/SF - - 131 - EXHAUST SYSTEM SHALL RESTROOMS - 70 CFM WC OR - - 140 140 OPERATE CONTINUOUSLY URINAL WHILE OCCUPIED in �'1'� k p N 04 0 V, (� U o M ^ 0.2 c/l w a � Q � O 04 111111114 GENERAL HVAC NOTES 1. FURNISH ALL LABOR, MATERIALS, TOOLS, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE HEATING, VENTILATING, AIR CONDITIONING SYSTEM. ALL WORK SHALL BE INSTALLED IN A PROFESSIONAL MANNER AND SHALL MEET ALL THE REQUIREMENTS OF THE 2017 FBC 6TH EDITION, SAFETY AND HEALTH CODES, NFPA CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. ALL COSTS FOR SAID REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACTORS BID PRICE. 2. THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS AND (Y PERFORM ALL TESTS CALLED FOR OR REQUIRED AS A PART OF HIS WORK. FURNISHED APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN OVER TO OWNER AT COMPLETION OF PROJECT. 3. MECHANICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH ARCHITECTURAL, HVAC, FIRE PROTECTION, STRUCTURAL, ELECTRICAL AND OTHER BUILDING DRAWINGS. 4. MECHANICAL CONTRACTOR TO PROVIDE GENERAL CONTRACTOR WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND¢ OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 5. MAIN DUCTS USED TO CONVEY THE CONDITIONED AIR SUPPLY AND VENTILATION AIR SHALL BE EXHAUST FAN PERFORMANCE DATA ELECTRICAL DATA BASIS OF DESIGN TAG SERVICE CFM SONES NOTES POWER E.S.P. VOLTAGE MFGR MODEL EF-1 MEN'S 70 1.3 21W 0.5 120/1 GREENHECK SP-1390 1-3 EF-2 W MEN'S 70 1.3 21W 0.5 120/1 GREENHECK SP-1390 1-3 EQUIPMENT NOTES MFGR SPECIED IS "BA IS OF DESIGN" OR EQUAL. CONTRACTOR SHALL SUBMIT MFGR, MODEL AND PERFORMANCE DATA. 1. INTEGRAL DISCONNECT 2. VIBRATION ISOLkTION 3. INTERLOCK WITH OCCUPANT SENSOR MADE OF CONTINUOUS SHEET METAL AND SHALL BE FABRICATED IN ACCORDANCE WITH ASHRAE o GUIDE AND SMACNA MANUAL LATEST EDITIONS. BRANCH DUCTS MAY USE FLEX DUCT WITHIN LAST 6 3 FEET OF BRANCH RUN. 6. DUCT LININGS (THERMAL AND ACOUSTICAL), VIBRATION ISOLATION CONNECTORS, FLEXIBLE DUCT CONNECTORS, AND DUCT TYPE SHALL BE APPROVED BY APPLICABLE CODE AND MECHANICAL A ENGINEER. A w 7. ALL RETURN AND SUPPLY AIR DUCTWORK WITHIN 20'-0" OF AIR HANDLING EQUIPMENT SHALL BE o 0 DUCT LINED FOR SOUND ATTENUATION. REMAINING DUCT SHALL INSULATED WITH MINERAL FIBER DUCT WRAP. 8. ALL RETURN AND SUPPLY AIR DUCTWORK, THAT IS NOT LINED, SHALL BE EXTERNALLY INSULATED ___ WITH 2" THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. DUCT DIMENSIONS SHOWN ARE INSIDE NET DIMENSIONS, ADD TO SHEET METAL SIZE FOR INSULATION. IN GENERAL, INSTALL DUCTWORK TIGHT TO UNDERSIDE OF STRUCTURE UNLESS OTHERWISE NOTED OR REQUIRED BY FIELD CONDITIONS. COORDINATE EXACT MOUNTING HEIGHT IN FIELD WITH GENERAL CONTRACTOR. ROUND DUCTWORK IN CONDITIONED SPACE DOES NOT REQUIRE INSULATION UNLESS OTHERWISE Q� NOTED. 9. ALL BRANCH TAKE -OFFS SHALL BE PROVIDED WITH MANUAL BALANCING DAMPERS. 10. LAST 6'-0" OF SUPPLY DUCT SHALL BE FLEXIBLE WHERE CONNECTED TO A CEILING MOUNTED SUPPLY AIR TERMINAL. SHALL MEET INSTALLATION AND MATERIAL REQUIREMENTS OF LOCAL CODES. AIR TERMINAL DEVICE SCHEDULE MARK DESRIPTION MFGR MODEL MATERIAL NECK NOTES CGA SUPPLY GRILLE TITUS 1 12RL ALUM. ROUND 1-3 D84 DROOX 11 P B DIFFUSER - 4/WAY VERIFY WITH NATIONAL ACCT VENDOR RECTANGULAR 2 NOTES: 1. BASIS OF DESIGN 2. FINISH SHALL BE VERIFIED W/ARCHITECT 3. PROVIDE W/ MFR'S PLASTER FRAME OF SAME MATERIAL. 4. FRAME DEPTH 0 COORDINATE WITH WALL DEPTH. 5. FURNISH WITH UXI, IARY FRAME ON OPPOSITE SIDE. AIR DEVICE SCHEDULE CFM MAX N.C. DSIZEE AIR DUCT CONNECTION 0-75 25 2 x24 6"0 76-150 25 2 x24 8"o 151-200 25 2 x24 8110 201-300 25 2 x24 10110 301-400 25 24x24 12"0 AIR TERMINALS EXPOSED TO OPEN CEILING SHALL ONLY BE CONNECTED USING RIGID DUCT. C% 11. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE TEMPERATURE CONTROL III ® a) SYSTEM TO INCLUDE: PANELS, MODULES, RELAYS, WIRING, THERMOSTATS, SENSORS, DAMPERS, ACTUATORS AND ALL MISCELLANEOUS ITEMS AS REQUIRED TO FULFILL THE DESIGN INTENT AS INDICATED ON THE PLANS AND IN THE CODED NOTES. 12. ALL TEMPERATURE CONTROLS, FIRE ALARM COMPONENTS, EQUIPMENT NAMEPLATES, LABELS, OR Q `4-1 COLOR CODED COMPONENTS SHALL BE MASKED DURING PAINTING TO PREVENT DAMAGE FROM �-1 00 OVER -SPRAY OR OBSCURING INFORMATION. 13. ALL LOW VOLTAGE WIRING REQUIRED FOR MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL COORDINATE POWER La 1 ���•-TT-� CONTRACTOR. REQUIREMENTS FOR HVAC EQUIPMENT WITH ELECTRICAL AMh�l 14. SEAL & TAPE ALL OPENINGS IN DUCTWORK AIRTIGHT AFTER TESTING. U / 15. CHECK & VERIFY ALL FIELD CONDITIONS & ACTUAL DIMENSIONS BEFORE PREPARING SHOP Q� DRAWINGS BEFORE INSTALLATION. NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. INDICATED ON 16. TEST & BALANCE ALL SUPPLY, RETURN & EXHAUST SYSTEMS ACCORDING TO CFM PLANS' SUBMIT REPORT AS PER SPECIFICATIONS �--+ 17. ALL APPLIANCE AND PLUMBING VENTS SHALL BE AT LEAST TEN (10) FEET IN A HORIZONTAL DIRECTION. OR THREE (3) FEET ABOVE THE OUTSIDE AIR INTAKES FOR HVAC AND MAKE-UP AIR hil UNITS. fi Q 18. ALL HVAC UNITS SHALL PROVIDE A MINIMUM DISCHARGE AIR TEMPERATURE OF 90'F DURING HEATING MODE. DEVELOPER IS TO COORDINATE ALL NECESSARY REQUIREMENTS WITH THE � J DIFFUSERS/GRILLES/LOUVERS - MANUFACTURER. 19, TESTING OF HVAC UNITS THRU EMS PANEL IS ACCOMPLISHED BY WARMING UP OR COOLING DOWN NUMBER OF DUPLICATE AIR DISTRIBUTION DEVICE DEVICES DESIGNATED BY THIS FIRST LETTER: A SPACE TEMPERATURE SENSOR AND WATCH THE FAN, HEAT AND COOL STAGES CYCLE ON AND OFF. THIS REQUIRES TWO PEOPLE AT ALL TIMES ... ONE TO WATCH THE SCREEN AND THE OTHER TO SYMBOL (2) C-CEILING, D-DOOR, WATCH OPERATION OF THE AHU. WHEN COMPLETE, PRESS THE HOME BUTTON TO RETURN TO THE \\ F-FLOOR, W-WALL MAIN SCREEN. SECOND LETTER: NECK SIZE IN C D-DIFFUSER, G-GRILLE, g 10 L-LOUVER 20. ALL DUCTWORK MUST BE INSTALLED ABOVE 10'-6" A.F.F. NO HVAC. DUCT TRUNKLINE TO BE INCHES (12") 200 INSTALLED ABOVE CEILING WITHIN 48" RADIUS OF REGISTER/ICE CREAM POWER POLES. POWER THIRD LETTER: POLES EXTEND ABOVE CEILING 2'-0". REFER TO SHEET E1 FOR EXACT LOCATION OF POWER TYPE CODE PROJECT NO: 20-xxx FOURTH CHARACTER: BLOW POLES. ENS AIR QUANTITY PATTERN (4-WAY) DRAWN BY: T.0 S DELIVERED BY DEVICE 21. FOR. HVAC SENSOR. LOCATIONS SEE EMS1. SHEET. CHK'D BY: G.W. STEWART IN CFM (200 CFM) SHEET NO: MECHANICAL N NOTES & LEGENDS M1 U 11 12 13 1 5 I C-3) 4 � (6D I I i ' I I ! TERMINATE CONDENSATE LINE IN TERMINATE' CONDENSATE LINE IN EXHAUST WALL CAP TURNED DOWN. COORDINATE LOCATION GUTTER/DOWNSPOUT WITH 90' ELBOW GUTTER/D6SPOUT WITH 90' ELBOW WITH EXTERIOR TURNED DOWNW SHEET I. METAL WALL SYSTEM n _ rlLd El -- -= —------- - - -- -- - - — ---- — ---- _ --- -- - --- - -- -- — - —. - - ------ — - - - -- - -- ----- i, �X� " II MIENS 1 1®4 — _-c_- j l[ '•I _� '. �.� �__I�.�!� _ L__J �ll;��—J��i!'—��� 6"o i 60 i DUCT DROPS SHALL ---BE GAl RIGID. HM DUCT HANGERS. SEE SHEET METAL. FLEX RTU 1 SUPPORT WITH ROUND j -- > DUCT NOT ALLOWED CONDENSATE LINE TO ROUTE ON ROOF. /M3. (TYP) (}, (TYPICAL) PITCH CONDENSATE PIPE WITH ROOF SLOPE. SEE DETAIL 6/M3 FOR PIPE DETAIL 3 SWR MOUNTING DETAIL. J' j l 12X121, 12"0 CONDENSATE LINE TO ROUTE ON ROOF. 8� 400i PITCH CONDENSATE PIPE WITH ROOF 2 SLOPE. SEE DETAIL 6/M3 FOR PIPE Ls CDA ! MOUNTING DETAIL. SUPPORT TH OUND6 WOMENS DUCT HAN ERS. SEE ( - 60 ----- DETAIL 3/ 3. ( ) - 2 1®� RECEIVING AREA 103 N I SNACKSALES//''��nAREA ( ISiAR L - j RTU_1 RTU-2 I I I I D84 DB4 20x20 20x20 3,600 SUPPLY 3,880 SUPPLY 3,084 RETURN 3,084 RETURN I rB I f TRANR12"X12„ —j � �I OFFICE GRILLE INSTALLED y I� NEAR CEILING P 101 ,I L; h� i BEAK ROOM &A ------- — 1ao I ; ; I ' I I 1 I I I ( I I I KEYNOTES (THIS SHEET ONLY) 1Q FAN SHUTDOWN RELAY AND REMOTE TEST SWITCH FURNISHED BY MECHANICAL. ELECTRICAL CONTRACTOR ENSURE THAT ALL PENETRATIONS OF FIRE SHALL FURNISH CONDUIT, CONTROL WIRING, AND WALLS AND DECKS ARE PROPERLY SEALED TERMINATION. RTU IS EQUIPPED WITH INTEGRAL DUCT SMOKE DETECTOR. PER FBC, ANY APPLICABLE UL ASSEMBLIES, MECHANICAL PLAN AND THE SPECIFICATIONS. 2Q HORIZONTAL FIRE DAMPER WITH FUSIBLE LINK � M xN N ox N U C) ,�..� O w Z 44 5 w U o a � � t ,n a �t • x • Ixxx �•T.owENs SHEET NO: MECHANICAL PLAN a 7 „ 11 2 I 13 1� u Air System Sizing Summary for RTU-1 Project Name: DG FORT PIERCE 9100A 08/26/20 Pro med b : ZFP 0507P Air System Information Air System Name . ................... RTU-i Numbero zones 1 Equipment Class .. Pi ROOF oar Air System Type .. $2CAV L Motion ..... West Palm Beach, Florida Sizing Calculation Information Calculation Months .. .... Jan to Dee one CF Sizing .. Sum of space airflow rates Sizing Data ............... ... ... ... ..... Calculated eta CF Sizing ....... individual peak space loads Central Cooling Coil Sizing Data Total co I load ..... . .. 9.3 Tons d sec rs at Jul 1500 Total toll load .... 111.5 MBH AD8/ B 91.0/780 °F Sensible .. D..I _ $0.2170.0 `F Coil CFM at,IJul 1500 ..................... .. V19 CFM Lastvin eevmg OR B / WB .' 58.0I 57.2 °F _ 58... .. ......._ Max block CFM ..... X719 CFM Coil ADP . ..: ......: 57.2 °F ...: , ............... Sum of peak zone CFM 2719 CFM Bypass Factor 0.100 Sensible a rao RH 80 fl'lTon 4S7.S Design 9u supply tamp 58.0 °F. BTW hr ft' 25A Mane ( ) eResulting T stile Check 0 of 1 O Waterflow @ 10.0 .. nse N/A Maxzn .. ...... itempemtum -F deviation ..... ... ...... 0.5 °F Central Heating Coll Sizing Data Max coil bad ... .. 47.7 MBH Loadocarsat Des Hitt Coil CFM at Des HIS .. 2119 CFM E TUI(hr-ft )... 1...... 11.0 Max coil CFM.. .. :. 2719 CFM E nt. IDS / Lvg IDS............................................ 59.8 178.1 °F Water flow @ 26.0 F drop . ... N/A Supply Fan Sizing Data Actual max CFM 2719 CFM Fan motor BHP . 0.00 BHP StandardCFM ._ 2717 CFM Fannnoto, kW . 0,00 W Actual max CFM/ft........... ...... .......... .. ..... 0.53 CFM/m' F an sta0e ............... ........... .................... .......... 0.00 in wg Outdoor Ventilation Air Data Design art. CFM _ . _. 1001 CFM FMtpa n ......: ....... 15.17 CFM/person CFM/k ............. ...... ... ...... 0.23 CFM/ff. Hourly Analysis Program v4.90 Page 1 of 2 1/2" THREADED ROD SHALL PASS THRU ROOF CURB ASSEMBLY FOR DIRECT FASTENING OF RTU ENCLOSURE TO BUILDING STRUCTURAL Z ��00 �,O M_ 01 M M DUCTWORK - SEE >, PLANS FOR SIZING as d 0� W'I N N SUSPEND EXHAUST HOUSING FROM STRUCTURE WITH STEEL BANDING p< . „O O x on EACH AT CORNER BACKDRAFT DAMPER / N w B a N 04 O w '., '• CEILING EXHAUST WITH ` •,. FINISHED CEILING REMOVABLE GRILLE FOR SEE ARCHITECURAL �� Q ACCESS TO AND SERVICE OF DWG'S FOR TYPE BLOWER ASSEMBLY v -Z1 a �\ CEILING MOUNTED EXHAUST FAN o / 1 �� M2 SCALE: NONE U ADJUSTABLE PIPE 11-4 0 ROLLER SUPPORT �I r , v CLAMPING NUT WITH NUT 1-5/8"x1-5/8"x12 GA STEEL AND WASHER (TYP) CHANNEL. SECURE TO ROOF CURB WITH XX"0 LAG BOLTS ROOF CURB ROOFTOP PIPE SUPPORT DETAIL Mz SCALE: NONE STEEL. (TYPICAL EACH ,i FROM RTU CA FLEXIBLE CANVAS ROOF TOP CONNECTION (TYP.) CORNER OF RTU). RTU SHALL BE - z UNIT BOLTED THROUGH o w ROOF CURB TO 12 GA. AIRCRAFT CABLE ROOF CURB BLDG STRUCTURAL HORIZONTAL AIR J z_ STEEL WITH 1/2" SCOOP w o INSULATED ti 2 Ca � ALL THREAD. � LOAD RATED FASTENERS SUPPLY DUCT ROUND SUPPLY AIR DUCT. ( w CONNECT BRANCH TO SUPPLY AIR N cl o WHEN SHOWN IN DUCT DROP, ABOVE CONCENTRIC ¢ N PLANS RETURN AIR DUCT r;�. A DIFFUSER. aAy 0O I 'i j 1"x 22 GA. STEEL STRAP. COORDINATE SIZE WITH SMACNA GUIDE RETURN AIR PLENUM L ABOVE BOTTOM O 111 JOISTS VOLUME DAMPER INSTALL 2"x2"x1/4" rTl STEEL ANGLE BOLTED RETURN AIR OPENING 10" DIA. AND UNDER ROUND DUCT h+ai PARALLEL TO MOUNTING N TABS ON DROP BOX TO CONNECT TO RIGID DUCT DROP DROPBOX 3/8" THREADED (FLEXIBLE DUCT NOT 7T_ I I ALLOWED) FIELD ORIENTED FASTEN DROP BOX ROD TO DROP DIFFUSER O LOUVERS AT 30° U.N.O. DIFFUSER TO SUPPLY 0, INCLUDE ONE VISIT FOR NOTE: Q AIR DUCT TRANSITION INSTALL HORIZONTAL AIR SCOOP HAVING A CONTINUOUSLY CURVED FIELD ADJUSTMENT CROSS SECTION AND BALANCING DAMPER AT DUCT CONNECTION TO a AFTER CERT OF OCC. DIVERT SUPPLY AIR INTO THE CONNECTED DUCTWORK. LENGTH OF 3 ROUND DUCT HANGER DETAIL SCOOP SHALL BE LIMITED TO THE WIDTH OF THE SUPPLY AIR DIFFUSER TO BE SPECIFIED BY NATIONAL M2 SCALE: NONE ANNULAR SPACE.vi ACCOUNT EQUIPMENT VENDOR, BOTTOM OF DIFFUSER SHALL BE 12'AFF �7� SUPPLY BRANCH DETAIL W 04 M2 SCALE: NONE M M LOCKING QUADRANT TO BE GALVANIZED STEEL �� TOP � WN DIRROOFDROP DOFFUSER DETAIL EXPOSED AND ACCESSIBLE OR STRAP SUPPORTSOD I.4 Zj M2 SCALE: NONE RTU EQUIPMENT 12 GA. x 1/2" SS STRAPS INSTALLED @ 2' f SEPERATION ALONG PERIMETER OF CURB. EXT OF STRAPPING 1" BEYOND SCREWS c \ #10 SELF -TAPPING SS SCREWS @ EACH TIE -DOWN STRAP. TACK WELD BOLT - HEAD TO CURB �_�3/8"O SS BOLT AT EACH STRAP WITH FLAT END. DRILL THROUGH CURB SO THAT CENTER ROOF CURB BY - IS 3/4" ABOVE BOTTOM OF 2x4. EQUIPMENT MANUFACTURER _"ROOF LINE M 3/8"0 THREADED ROD WITH NUTS AND FLAT WASHER AT EACH END. METAL DECK AND JOIST Z RTU CURB INSTALLATION DETAIL Mz SCALE: NONE TIE TO STRUCTURAL SUPPORT — PER SMACNA STANDARDS W [� O SHEET METAL SUPPLY FLEXIBLE DUCT WITH 1" THICK DUCT WITH 2 THICK CLEARANCE BETWEEN FIRE DAMPER AND WALL INSULATION AND VAPOR BARRIER WRAP INSULATION. 6" MAXIMUM MAX. RUN TO BE 8'-0" SHALL BE 1/8" PER FOOT OF PERIMETER. T l (MINIMUM R VALUE = 4.2) SPIN —IN TAP FITTING WITH K AIR SCOOP & DAMPER p.�J AND MASTIC AT FLANGE. 1-1G/2" X 1-1/2" X 10GAU IRON AROUND MINIMUM ANGLE ^ .C. AXIMUM__ _ TIE TO ND LENGTH STRUCTURAL - SUPPORTS I o MIN 1 " LAP • --I O ' AROUND ENTIRE �7 2" WIDE METAL — OPENING O •1-�- le'ry BAND SUPPORT T l (TYPICAL) / — �I BOLTS 1-1/2" ANGLE.v DUCT NUT OR BOLT O SH R EACH I ( GALVANIZED ANGLE OR OR WELDED INE OF HOLE STRAP PER SMACNA ° o SQUARE TO ' NYLON DRAWBAND AND MASTIC ROUND ADAPTER AT EACH CONNECTION (TYPICAL) SHEET METAL HINGED ACCESS DOOR BLANKET TYPE INSULATION SCREW WITH CAM FASTENER — AND NEOPRENE, GASKET 10 GAUGE MINIMUM SIZE 6 X 6 SUSPENDED TYPE LOUVERED FACE CEILING CEILING SYSTEM DIFFUSER WITH 2' X 2' "S" SLIP TYPEUl M WITH SHEET METAL SCREWS PROJECT NO: 20-xxx NOTE: DRAWN BY: T.OWENS NOTE: FOR BRANCH DUCT CONNECTIONS IN EXCESS OF 8'-0" PROVIDE RIGID ROUND PROVIDE FIRE DAMPER FOR ROUND DUCT OR USE CfUCDBY: G.W.STEWART DUCT TO WITHIN 6'-0" OF DIFFUSER AND CONNECT WITH FLEXIBLE DUCT. TRANSITIONS FOR ROUND TO SQUARE DUCT. SHEET NO: 4 TYP. DIFFUSER & BRANCH CONNECTION �g� FIRE DAMPER DETAIL Mz SCALE: NONE MECHANICAL M2 SCALE: NONE N DETAILS M3 1 ! 2 3 4 6 17 9 12 3 1 i5 16 i POWER & LIGHTING LEGEND ALL ABBREVIATIONS SHOWN MAY NOT APPEAR IN DRAWINGS. ® LIGHT FIXTURE, STRIP, OVERHEAD / WALL MOUNTED. LIGHT FIXTURE, OVERHEAD / WALL MOUNTED, EMERGENCY. ❑/®/® UGHT FIXTURE, 2X2, 1X4, 2X4. LIGHT FIXTURE, 2X2, 1X4, 2X4. NIGHT LIGHT. EMERGENCY BATTERY PACK FIXTURE, WALL / CEILING MOUNTED. 0/0/ Q LIGHT FIXTURE, SURFACE MTD. / RECESSED / WALL MOUNTED. */Ca/ Q LIGHT FIXTURE, SURFACE MID. / RECESSED / WALL MOUNTED. W/ BATTERY BACKUP, R1/ Iql EXIT SIGN, CEILING/WALL MOUNTED. PROVIDE ARROWS AS INDICATED ON DRAWINGS. W/ BATTERY BACKUP. S SINGLE POLE TOGGLE SWITCH, 120/277V, 20A. S-1C AFF 3S / S THREE-WAY TOGGLE SWITCH/FOUR-WAY TOGGLE SWITCH, 120/277V, 20A. 3'-10" AFF MtZ MOTOR RATED SWITCH, AMPERAGE AS REQUIRED. VERIFY REQUIRED VOLTAGE AND # OF POLES W/ EQUIPMENT M `aS SINGLE POLE, THREE POSI11ON MOMENTARY CONTACT, 120/277 V, 20A. 3'-10" AFF DIM DIMMER S'WiTCH. 120/277V, FLUOR/INC AND AMPERAGE AS REQUIRED. 3'-10" AFF KS KEYED SWITCH. 120/277V, AMPERAGE AS REQUIRED. 3'-10" AFF ® / ® OCCUPANCY SENSOR, 3'-10" AFF PP OCCUPANCY SENSOR, RELAY/POWER PACK, CONCEALED, ACCESSIBLE. PC PHOTOCELL f PANEL, LIGHTING OR POWER AS SPECIFIED IN PANEL SCHEDULE. CF' FUSED DISCONNECT SPECIFY AMP/POLE NON -FUSED DISCONNECT SPECIFY AMP/POLE ® MOTOR STARTER. NUMBER NEXT TO SYMBOL INDICATES SIZE, SEE SPECIFICATIONS FOR DESCRIPTION WHEN SHOWN WITHIN BOUNDARY OF EQUIPMENT PROVIDED AS PART OF THE EQUIPMENT. COMBINATION NONFUSIBLE DISCONNECT SWITCH/MAGNETIC MOTOR STARTER IN NEMA 1 ENCLOSURE, NUMBER NEXT TO SYMBOL INDICATES SIZE, SEE SPECIFICATIONS FOR DESCRIPTION 4 EXHAUST FAN FURNISHED AND INSTALLED BY HVAC. REFER TO MECHANICAL DWG'S FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS. SINGLE RECEPTACLE 120/277V, AMPERAGE AS REQUIRED. V-6" AFF / DUPLEX/QUAD RECEPTACLE OUTLET, 120/277V, 20A. i'-6" AFF / DUPLEX/QUAD RECEPTACLE OUTLET, 120/277V, 20A. 6" ABOVE COUNTER U.N.Q. / DUPLEX/QUAD RECEPTACLE OUTLET, SPLIT WIRED WITH PERMANENT CONTROLLED MARKING, 120/277V, 20A. 1'-6" RECEPTACLE, FLOOR / CEILING FLUSH MOUNTED. 120/277V, 20A. @. 2-POLE SINGLE RECEPTACLE 24OV, AMPERAGE AS REQUIRED. (D= TVSS RECEPTACLE DUPLEX RECEPTACLE , 120V, i5A. EQUAL TO PANAMAX MODEL# MIW-SURGE. ¢ SPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION TO MATCH PLUG. "GF"=GROUND FAULT PROTECTED BY DEVICE OR BREAKER "WP"=WEATHER RATED, GF PROTECTED WITH WHILE IN USE COVER PLATE 0/9 / 0 JUNCTION BOX ABOVE GROUND CONDUIT - - - - - UNDERGROUND CONDUIT ®/ CBB COMMUNICATIONS, TELEPHONE / COMPUTER BACKBOARD. 0 HVAC CONTROLS, S-10" AFF U.N.Q. TC TiME CLOCK. LC1 / LC2 LIGHTING CONTACTOR. MECHANICALLY OR ELECTRICALLY HELD AND NO. OF POLES AS INDICATED. RTS REMOTE TEST STATION ELECTRICAL ABBREVIATIONS I:lit�1:3••3:1�1�i1:U[�L`Fly:Gl'5�15/:i/[1/.4M;��1�11�L"�[�F�! 0 AT MAX MAXIMUM & AND MCB MAIN CIRCUIT BREAKER A AMPERE MCC MOTOR CONTROL CENTER AB ABOVE MCM 1000 CIRCULAR MILS AC ALTERNATING CURRENT MECH MECHANICAL A/C AIR CONDITIONING MH MANHOLE AFC ABOVE FINISH CEILING MIN MINIMUM AFF ABOVE FINISH FLOOR MISC MISCELLANEOUS AFG ABOVE FINISH GRADE MLO MAIN LUGS ONLY AIC AMPERE INTERRUPTING CAPACITY MFR MANUFACTURER ALUM ALUMINUM MTD MOUNTED APPROX APPROXIMATELY MTG MOUNTING ARCH ARCHITECTURAL MTS MANUAL TRANSFER SWITCH ATS AUTOMATIC TRANSFER SWITCH N NEUTRAL AUX AUXILIARY NA NOT APPLICABLE AWG AMERICAN WIRE GAGE N.C. NORMALLY CLOSED BB BACKBOARD NEC NATIONAL ELECTRICAL CODE BKR BREAKER NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSO. BLDG BUILDING NFPA NATIONAL FIRE PROTECTION ASSOCIATION C CONDUIT N.I.C. NOT IN CONTRACT CAB CABINET NIL NIGHT LIGHT CIR CIRCUIT N.O. NORMALLY OPEN CLG CEILING NO. OR # NUMBER CON CONTROL OD OUTSIDE DIAMETER CT CURRENT TRANSFORMER P POLE CTV CABLE TELEVISION PF POWER FACTOR CU COPPER PH OR 0 PHASE CWP COLD WATER PIPE PMS PAD MOUNTED SWITCH DB DIRECT BURIAL PMT PAD MOUNTED TRANSFORMER DC DIRECT CURRENT PNL PANEL DEG DEGREE PRI PRIMARY DETD DUAL ELEMENT TIME DELAY PROVIDE FURNISH AND INSTALL DIR DIRECTED PT POTENTIAL TRANSFORMER DISC DISCONNECT SWITCH PVC POLYVINYL CHLORIDE ON DOWN PW PART WINDING DPSL GARBAGE DISPOSAL REF REFERENCE DPST DOUBLE POLE - SINGLE THROW REQ REQUIRED DPDT DOUBLE POLE - DOUBLE THROW RLA RATED LOAD AMPERES DTXFMR DRY TYPE TRANSFORMER RM ROOM DW DISHWASHER RNC RIGID NONMETALLIC CONDUIT EA EACH RNG ELECTRICAL RANGE EXH EXHAUST REF REFERIGERATOR EM EMERGENCY RT RAIN TIGHT EMT ELECTRICAL METALLIC TUBING SCCR SHORT CIRCUIT CURRENT RATING EP EXPLOSION PROOF SCH SCHEDULE EQUIP EQUIPMENT SO SOFT DRAWN ER EXISTING, REMOVE. SE SERVICE ENTRANCE EWC ELECTRIC WATER COOLER SEC SECONDARY EX EXISTING, REPLACE WiTH NEW SH SHEET F FUSE SI INTERNATIONAL SYSTEM OF UNITS f FLUSH MTG SLD SINGLE LINE DIAGRAM FA FIRE ALARM SMR SURFACE METALLIC RACEWAY FIN FINISHED SIN SOLID NEUTRAL FLR FLOOR SPECS SPECIFICATIONS FLA FULL LOAD AMPERES SPOT SINGLE POLE - DOUBLE THROW FMC FLEXIBLE METAL CONDUIT SPST SINGLE POLE - SINGLE THROW GA GAUGE STS STATIC TRANSFER SWITCH GALV GALVANIZED SW SWITCH GF GROUND FAULT INTERRUPTER SW BD SWITCH BOARD GRC GALVANIZED RIGID METAL CONDUIT SW GR SWiTCHGEAR GND GROUND TB TERMINAL BACKBOARD HD HEAVY DUTY TELE TELEPHONE HH HANDHOLE TEMP TEMPERATURE HP HORSEPOWER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSORS HV HIGH VOLTAGE TYP TYPICAL HVAC HEATING VENTILATION/AIR CONDITiONI UNDERWRITER'S LABORATORY HZ HERTZ CYCLES PER SECOND) V VOLTAGE ID INSIDE DIAMETER VAC VOLTS ALTERNATING CURRENT IG ISOLATED GROUND VDC VOLTS DIRECT CURRENT IMC INTERMEDIATE METAL CONDUIT VENT VENTILATION J-BOX JUNCTION BOX W WIRE k KILO (1000) W/ WITH kCMIL KILO CIRCULAR MILS WP WEATHERPROOF kV KILO VOLTS WT WATERTIGHT kVA KILO VOLT - AMPERES Z ZONE LFC FEET LIIQUIDTAGHT FLEXIBLE CONDUIT INCHES LGT LIGHT(ING) LV LOW VOLTAGE AUXILIARY LEGEND ALL SYMBOLS SHOWN MAY NOT APPEAR IN DRAWINGS. FIRE ALARM MANUAL PULL STATION, 3'-10" AFF / FIRE ALARM STROBE / HORN -STROBE, 7'-C AFF �2t'/ Mc FIRE ALARM STROBE / HORN -STROBE. CEILING MOUNTED. O FIRE ALARM SMOKE DETECTOR, CEILING MOUNTED. r- FIRE ALARM DUCT -MOUNTED SMOKE DETECTOR W/ SAMPLING TUBE. Q FIRE ALARM REMOTE TEST STATION, 3'-10" AFF ® FIRE ALARM HEAT DETECTOR. CEILING MOUNTED. ® FIRE ALARM AUXILIARY RELAY. ® MONITOR MODULE FOR AUXILIARY CONTROL f TS FIRE ALARM FIRE SPRINKLER SYSTEM VALVE TAMPER SWITCH FE-21 FIRE ALARM FIRE SPRINKLER SYSTEM FLOW SWITCH F-F-0-1 FIRE ALARM CONTROL PANEL. ® FIRE ALARM REMOTE PANEL. ® / Q TELEPHONE/DATA OUTLET AND COVER PLATE. 18" AFF WITH 3/4" C. AAC/UNO COMBINATION DATA/TELEPHONE OUTLET AND COVER PLATE. 18" ACC WITH 3/4"C TO ACC/UNO o4 DATA OUTLET AND COVER PLATE, MOUNTED ON COLUMN OR POWER POLE, O FLOOR BOX, ROUND WITH DUPLEX RECEPTACLE, TELEPHONE AND DATA OUTLET. FLOOR BOX COVER SHALL BE BRASS WITH HINGED COVERS FOR DEVICES. ("2D"= DUAL DATA OUTLET, "4D QUAD DATA OUTLET) TV CATV OUTLET SINGLE GANG BOX WITH 3/4" C TO AAF. VERIFY HEIGHT ® AUDIO SYSTEM SPEAKER. FURNISHED AND INSTALLED BY OTHERS. ® AUDIO VOLUME CONTROL, SINGLE GANG EMPTY OUTLET INSTALLED AT 46" AFF WITH 3/4"C TO AAF WITH DATA BUSHING. O CLOCK, WALL MOUNTED, PRIMEX WIRELESS ELECTRICAL DESIGNATIONS A02 FIXTURE NOTE TYPE W FIXTURE (SEE FIXTURE SCHEDULE). CIRCUIT NO. 2 (TYP) F-0-1 FIXTURE NOTE TYPE 'A' FIXTURE (SEE FIXTURE SCHEDULE). CIRCUIT NO. 2 (TYP) A - 2 26 RECPT NOTE WALL OUTLET WITH RECEPTACLE NOTED, CONNECT TO CIRCUIT NO.2 (TYP) HOME RUN HOMERUN (TYP) TO PANEL 'PPA', CONNECT TO CIRCUIT PPA-5,6,7 NO.'S "5, 6, & 7" EX: 3#12 (PH), 1#12 (N) & 1#12 GND MULTI -CONDUCTOR RUN MULTI -CONDUCTOR RUN (TYP) EX: 3#12 (PH), 1#12 (N) & 1#12 GND WIRE DESIGNATION TIC INDICATES NUMBER OF CONDUCTORS, EX: 3#12 (PH), 1#12 (N) & 1#12 GND NOIE5: 1. "NL" DESIGNATION REQUIRES FIXTURE TO BE CONFIGURED FOR ONE LAMP OPERATION AT ALL TIMES. 2. ALL CIRCUITS SHALL CONTAIN A GREEN EQUIPMENT GROUNDING CONDUCTOR. 3. EQUIPMENT GROUND CONDUCTOR SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: #12 AWG CIRCUIT - #12 GND #10 AWG CIRCUIT - #10 GND # 8 AWG CIRCUIT - #10 GND 4. UNLESS OTHERWISE INDICATED, CONDUIT SIZE SHALL BE 3/4" MIN. AND SHALL NOT EXCEED A FILL OF 40% MAXIMUM, SEE NEC. _#_ & 1#_GND - _C # OF CIRCUIT CONDUCTORS SIZE OF CONDUIT SIZE OF CIRCUIT CONDUCTORS "AWG" SIZE OF GROUNDING CONDUCTOR "AWG" ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES. 2. ALL WORK SHALL COMPLY WiTH FBC 2017, NEC 2014, STATE AND LOCAL CODES. VERIFY WTH AUTHORITY HAVING JURISDICTION AND COMPLY AS REQUIRED. 3. OMISSIONS OR MISDESCRIPIION OF DETAILS OF WORK MICH ARE EVIDENTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMISSIONS AND DETAILS OF WORK, BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH & DESCRIBED. 4. EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THIS PERIOD SHALL BE CORRECTED AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 5. MATERIALS AND ALL COMPONENTS THEREOF SHALL BE NEW AND SHALL BE UL APPROVED WHERE A STANDARD HAS BEEN ESTABLISHED. COMPONENTS SHALL BE EQUAL TO THOSE SCHEDULED ON DRAWINGS. 6. ALL RACEWAY EXPOSED ON THE EXTERIOR SHALL BE RIGID GALVANIZED STEEL "RGS" OR "IMC". EMT SHALL NOT BE ACCEPTABLE. COORDINATE WiTH ARCHITECT IF FINISH PAINTING SHALL BE REQUIRED. 7. VERIFY FIELD DIMENSIONS. COORDINATE WORK WITH OTHER TRADES TO AVOID INTERFERENCES. 8. ALL EXIT AND EMERGENCY LIGHTS SHALL BE UNSWITCHED AND SHALL BE SERVED FROM THE SAME CIRCUIT AS THE GENERAL UGH11NG IN THE SAME AREA U.N.O. 9. ALL ELECTRICAL PANELS SHALL HAVE ENGRAVED LAMINATED (BLACK ON WHITE) LABELS IDENTIFYING THEM AS INDICATED ON DRAWINGS. 10. ENSURE THAT ALL PENETRATIONS OF FIRE WALLS AND DECKS ARE PROPERLY SEALED PER IBC, ANY APPLICABLE UL ASSEMBLIES, AND THE SPECIFICATIONS. 11. ALL COMPONENTS USED IN PLENUM SPACES SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL AND SHALL BE RATED FOR INSTALLA1ION IN PLENUM SPACES. 12. COLOR OF WIRING DEVICES AND PLATES SHALL BE AS SELECTED BY THE ARCHITECT, IF METAL DEVICE PLATES ARE USED, THEN DEVICE SHALL BE MOUNTED IN ORIENTATION WHERE GROUND PIN IS UP. 13. COORDINATE LAYOUT CAREFULLY WITH SYSTEMS FURNITURE AND MILLWORK SHOP DRAWINGS PRIOR TO ROUGHING IN POWER AND COMMUNICATIONS OUTLETS TO ENSURE PROPER ORIENTATION OF OUTLETS WITH COMPONENTS OF THESE SYSTEMS. 14. CONDUCTOR SIZES INDICATED ON THE DRAWINGS HAVE BEEN SELECTED TO PROVIDE FOR ACCEPTABLE VOLTAGE DROP. DO NOT REDUCE WiRE SIZES SHOWN WITHOUT CONSENT OF ENGINEER. 15. CONDUCTORS SHALL BE SINGLE CONDUCTOR COPPER, STRANDED FOR AWG #8 AND LARGER AND SOLID FOR AWG #10 AND SMALLER, WITH 600 VOLT THHN INSULATION. 16. ALL CONDUCTORS SHALL BE INSTALLED IN METALLIC CONDUIT. 17. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ANY ADDITIONAL COST. 18, TELECOM OUTLETS WHERE INSTALLED ADJACENT TO RECEPTACLE OUTLETS, SHALL HAVE UNIFORM SPACING BETWEEN RESPECTIVE DEVICES. E.C. SHALL UTILIZE MOUNTING PROVISIONS BETWEEN STUDS, IF REQUIRED, TO MAINTAIN THIS REQUIREMENT. 19. ALL POWER AND DATA TO BE ROUTED OVERHEAD. UNDER SLAB NOT ALLOWED, I- 110 V7 ct aNxOw ["� U o a y Q CC U n o 6- 1 U � vT s; lzt M M r��TT U y� r w PROJECT NO: 2 -xxx DRAWN BY: T.OWENS CHK'D BY: G.W. STEWART SUIE T NO: ELECTRICAL NOTES & LEGEND EO -_ 4 F� 1`-4 ALL CONDUITS THRU FIRE RATED WALL SHAL. BE ROUEDTHRU FIRESTOP CABLE COLL R , CC-, UL 1479. SEE DETAIL 6/E3. nI --T FCCIj ' -- - --- -I - - - -1 P ;I -I LJ L J \ r T I f J r x III MENS I: I B-35 37 - B-39'41 - _ A-40,42 _ A-32,34 ." I. B 40,42 B 36.38 B 32,34 A- 36.38 11 ( A-19IL :- I ui $. o - I CO NO U A-26 ri I I A-24 j II 40- - - -- --- ---B-31r33 - -- ---------- -- - - A-22 I A 20 8 J oo A 18 JI Q U 8 8 SALES AREA ( sSNwAcCK )11 _QZ A-7,9 11 K - - -- A-1,3,5 A-8 ( A-8 J j 711w�poRTU-2 AUTO DOOR Q a ,5 A-2 I Ln RECEIVING AREA I 103 I N : hj Ij 7--Q WOMENS -�— 1 Q5 -_] A�F.F. BOA-10 li - - -- T ( A 4 4 A 21 T A- 5 �� LOCATE ALL 4 w I A-1 4' A.F.F. CONDUIT TO OFFICE E3 J---- I IN THIS WALL REFERENCE SHEET E3 >s -2 OFFICE FOR REGISTER POWER ' r/_ W^ v , � m %NN Ox 5 o u. 0 o U 1 �I III ; I I I NW LT] U j 5 w d o POLE DETAIL. m C r� -- 101 W I I LL� r RIGID PIPE SLEEVE 00 �I THROUGH BUILDING FOR PHONE LINE PENETRATION. E3 SEAL ALL PENETRATIONS. I-N m i 5 -6" o r-"+ : N EMS 41 -8 -7" ffi � 21'-6" 53' BREAK ROOM �? 1" CONDUIT TO A_ A-12 I ' EMS PANEL BELOW I j 1 OQ A , I -1 /vrr _ A-2 M3 TR II q E3 I I BUZZER TORK MODEL TA725 WITH TRANSFORMER MODEL # TA595 PUSHBUTTON > I KEY NOTES (THIS SHEET ONLY) ON TO A HVACHER PROOF RECEPTACLE MAINTENANCE PURPOSES. MACHINE ON ROOF FOR CONT® MACHRACTOR NE WITHSDOLLARHALL ERIFY FINAL GENERAL PRIORATION OF TO ROUGH -IN. 1t JRBOX ATOVIDE O100"1PHASE AFF WITH (3)#12�CU. & #12 GROUND IN 3/4"C. REFRIGERATION CONTRACTOR CABLE TRAY HUNG WITH AIRCRAFT CABLE, 2Q LOW VOLTAGE VENDOR TO PROVIDE AND INSTALL ONE (1) Q LOCATION OF OFFICE HUB BELOW. BUNDLE ALL WIRE AND TO PROVIDE AND INSTALL 30A/2NF DISCONNECT , 24 GA. 4 TWISTED -PAIR, CAT 5 DATA CABLE WITH RUN TO CABLE TRAY. SWITCH AND WIRE FROM DISCONNECT SWITCH TO CABLE TRAY AND CONDUIT KEY NOTES: ADD UNISTRUT TO URLNS AS REQUIRED MODULAR COMBO RJ-11/RJ-45 JACK AT MANAGERS EQUIPMENT CONNECTIONS. INSTALL JUNCTION BOX FOR HANGING. WHERE C BLE TRAY IS OFFICE. CABLE TO BE RUN FROM JACK TO DATA HUB INDICATED IN PLAN BETWEEN PURLINS, © ALL CONDUIT TO RTU SHALL BE CONCEALED INSIDE CURB. 11" FROM THE RIGHT SIDE OF EACH UNIT. AOELECTRICAL DMARC AND EMS PANELS IN RECEIVING AREA. CONTRACTOR SHALLINS ALL STRUT BETWEEN LOCATION WITH 6'-0" LEFT COILED ABOVE CEILING FOR DO NOT ROUTE THRU EXTERIOR. COORDINATE EXACT LOCATION WITH REFRIGERATION CONDUIT #1: R PROVIDE 1-1/2" CONDUIT TO CABLE TRAY. EACH JOIST FOR EACH POINT OF INSTALLATION TO DATA HUB. A RJ-45 MALE FITTING PRIOR TO ROUGH -IN. STORE BE CRIMPED ON THIS MAKE FINAL DO CONNECTION INTO O ,WEATHER PROOF RECEPTACLE FOR IRRIGATION SYSTEM. - O VOICE AND DATA PORT. CONDUIT2: PROVIDE 1" ( DATA HUB. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. 12 PROVIDE 208V, 1 PHASE CONNECTION TO A ATTACHMENT. ���.JJYUU/ 1 POWER &AUXILIARY PLAN 7 I El SCALE. 3 / 16 = 1 -0 CONDUIT FROM VOICE/DATA PORT TO CABLE TRAY. J-BOX AT 100 AFF WITH (3)#8 CU. & #10 C 1" CONDUIT FROM SALES REGISTER TO 3Q STAND ALONE DUCT SMOKE DETECTOR, FAN SHUTDOWN Q ;ENDCAP COOLER/FREEZER AND DISPLAY LIGHTING AS GROUND IN 1"C. REFRIGERATION CONTRACTOR TO CONDUIT 3: # AND HORN/STROBE SYSTEM) NEEDED TO BE HARDWIRED THROUGH WHITE SO CORD. GC PROVIDE AND INSTALL 60A/2NF DISCONNECT O CABLE TRAY. TO LEAVE BOTTOM HANGING AT 80"AFF. CORD ANCHORED SWITCH AND WIRE FROM DISCONNECT SWITCH TO COMPONENTS SHALL BE EQUAL TO EDWARDS SIGNAL TO PURLINS ABOVE. COORDINATE LOCATION WITH FINAL DG EQUIPMENT CONNECTIONS. INSTALL JUNCTION BOX SD SERIES SYSTEM AND EG1 SERIES HORN/STROBE, FIXTURE PLAN. 11" FROM THE RIGHT SIDE OF EACH UNIT. PROJECT NO: 20-xxx FURNISH AND INSTALL ALL COMPONENTS AS REQUIRED COORDINATE EXACT LOCATION WITH REFRIGERATION DRAWN BY: T.OWENS 9Q USE HILTI FIRE STOP CABLE COLLAR CFS-CC. QUANTITY PRIOR TO ROUGH -IN. FOR AUTOMATIC SHUTDOWN IN EVENT OF FIRE. FAN AS REQUIRED.CHK'DBY: G.W.STEWART SHUTDOWN SHALL INITIATE SHUTDOWN OF ALL AIR HANDLING UNITS. �3 PROVIDE 208V, 1 PHASE CONNECTION TO A SHEET NO: 10 NOT USED. J-BOX AT 100" AFF WITH (3)#10 CU. & #10 SAMPLING TUBES AND CONTROL WIRING AT AHU SHALL GROUND IN 3/4"C. REFRIGERATION CONTRACTOR POWER & BE PERFORMED BY MECH, CONTRACTOR, TO PROVIDE AND INSTALL 30A/2NF DISCONNECT COORDINATE EXACT LOCATION OF TEST SWITCH AND SWITCH AND WIRE FROM DISCONNECT SWITCH TO AUXILIARY HORN/STROBE WITH ARCHITECT EQUIPMENT CONNECTIONSINSTALL JUNCTION BOX PLAN 11" FROM THE RIGHT SIDE OF EACH UNIT. COORDINATE EXACT LOCATION WITH REFRIGERATION PRIOR TO ROUGH -IN. El 3/4" PLYWOOD 8'-0i°WIDE X 5'-5" HIGH, FIRE RATED; NO VOIDS, PAINTED WHITE UNLESS CODE DICTATES OTHERWISE 7 -1„ DMARC PHONE LINE #1 LABEL AS"PHONE" r-B" 5^ r-e vz° 91 2' --- RJ-11 JACK: 1 - REGISTER LU _ EXTRA WIRES TO BE WRAPPED AND EMS w TAPED AROUND CABLE PANEL PANEL A/6 A B U ALL WIRES ARE CAT 5, 4 PAIR - - m m USE SEPARATE RJ 11, JACKS FOR EACH CONNECTION DMARCfl - RJ-11 JACK --------- a - - -_._- FLOOR LINE -�- DUPLEX RECEPTACLE DEDICATE CIRCUIT BLUE TELEPHONE CONDUIT STUB BLUE & Z Z Z THROUGH WALL. SEENOTE5 WHITE NOTES: 1. EXTERIOR EXPOSED PHONE LINES TO BE INSTALLED IN RIGID CONDUIT. PROVIDE EMERSON 3/4" x 5. METALLIC GABLE U GUARD - #755 OR EQUAL: 2. PROVIDE 1-1/2" EMT CONDUIT TO ACT AS ACCESS SLEEVE TO ALLOW PHONE COMPANY TO TERMINATE AT DMARC, CONTRACTOR 3, PH NE WIRING FOR REGISTER TO PROVIDE AND INSTALL PHONE WIRING & RJ-11 PHONE JACK FOR COMPLETED WORKING SYSTEM PRIOR TO PHONE COMPANY FINAL E3. -SCALE: N.T.S. HOOK-UP. - ELECTRICAL PANEL ELEVATION E3 SCALE: N.T.S. 2" 1FS54G 3 � i � 1 FS5-IG 3' I I — 1FS4 3" 1FS4 MODULAR POWER POLE FORS200-B COUNTER INSTALL (4) IG CIRCUITS 20A 120VAC, (4) NORMAL CIRCUITS 20A 120VAC 12 -6", 13' 6" 14'-6". 15 -6 VERSIONS, ALL WITH 4 82, DATA ACCESS AT BOTTOM 186". 186" 3 CH POLE POWDER COAT BLACK 1D5-IG _ D5-IG TD4 10" I 1D4 6" V - It JDATA BLOCKER INSET 2" Ya" HOLE THRU ALL 1" UP WITH GROMMET FOR DATA CABLE DATA COVER AND ADD -ON DATA STOP 4" SHORT OF BOTTOM FOR PULL ACCESS NO SHARP EDGES 4 REGISTER POWER POLE E3 SCALE: N.T.S. 1— 2 1/4" --{ RED=HOT- GREEN/YELLOW=ISOLATED RED=HOT- CIRCUIT 2 GROUND CIRCUIT 2 BLACK=HOT BLACK=HOT CIRCUIT 1 CIRCUIT 1 WHITE=NEUTRAL WHITE=NEUTRAL GREEN=GROUND GREEN=SHIELD GROUND 7 747DGS023R 47DGS023B RED=HOT- GREEN=SHIELD CIRCUIT 2 GROUND BLACK=HOT- WHITE=NEUTRAL GREEN/YELLOW=ISOLATED GROUND CIRCUIT 1 BLACK=HOT RED=HOT- WHITE=NEUTRAL CIRCUIT CIRCUIT2 GREEN=GROUND 81 l *NOTE: BEFORE ORDERING AND INSTALLATION OF ELECTRICAL COMPONENTS FOR REGISTERS CONSULT FINAL FIXTURE PLAN FOR NUMBER AND LOCATION. MAXIMUM CIRCUITS FOR REGISTERS - - CIRCUITS 'ATMAIN REGISTER - (9) 110V CIRCUITS AT ISLAND REGISTER - (3) 110V POWER 3 1/2" DATA 1 DATA 2 n POWER POLE -- _.. PROFILE I - -- 'll"„r F 36' A-14 it FF A-15 A-13 48I g_ '„ AF� 6 55 i Ij B-2' H \ P ® AF LL —4 I � Iy TRIM KIT B—B P ' I : l 1„ 3 3/4" — 2 i l l 01/4" FUVVLK HULL' STRAP REGISTER ELECTRICAL COMPONENTS Oty. D&P Part No. Power Pole Description National Account Provider 1 747DGS023B Dual circuit power kit with isolated ground D & P 1 747DGS023R Dual circuit power kit D & P 1 747DGSO44-1266 12' 2CH Regular Pole W/2-C & 1-D Connector DRW 1 747DGS032A 10' Cable Kit (Set of 4 whips) E3 SCALE: 1 /4" = V-0" KEY NOTES (THIS SHEET ONLY) LOW VOLTAGE VENDOR TO PROVIDE AND INSTALL ONE (1) 24 GA. 4 TWISTED —PAIR, CAT 5 DATA CABLE WITH MODULAR COMBO RJ-11/RJ-45 JACK AT MANAGERS OFFICE. CABLE TO BE RUN FROM JACK TO DATA HUB LOCATION WITH 6'-0" LEFT COILED ABOVE CEILING FOR INSTALLATION TO DATA HUB. A RJ-45 MALE FITTING SHOULD BE CRIMPED ON THIS END. DOLLAR GENERAL STORE OPENING TEAM WILL MAKE FINAL CONNECTION INTO DATA HUB. Q LOCATION OF OFFICE HUB BELOW. BUNDLE ALL WIRE AND RUN TO CABLE TRAY. Q VOICE AND DATA PORT. CONDUIT #2: PROVIDE 1" CONDUIT FROM VOICE/DATA PORT TO CABLE TRAY. ® OCCUPANCY SENSOR POWER PACK FOR RECEPTACLE CONTROL. LEVITON MODEL #OPP20 OR APPROVED EQUAL. Q CEILING MOUNTED OCCUPANCY SENSOR FOR RECEPTACLE AND LIGHTING CONTROLS. LEVITON MODEL #OSC—M OR APPROVED EQUAL. 2 REGISTER ELECTRICAL DETAIL E3 SCALE: N.T.S. 1 D5-IG GREEN 1 D5-1G GREEN 11121111111111 Unemm 1D4 BROWN Firestop cable collar CFS-CC y. Applications 6 Single and bundled cables in floors and walls xa'} Ltp;¥ Gt annulaf{}pps ( t Chemical basis Polyurethane Foam ?3paiatldtltq tlextf cabta mar .: Color Red .: i InA#W , p Complementary products CFS-FIL, CFS-P BA .......allt+ve t19 formed o ..... lal not ei j5 a Intumescent Yes etfrikla,10111Ufa c Imn1a� dC)1ih11'dlt If i- 1 t41lation ..I Expansion temperature 200°C . MCC - ..L'o,w. adCFC§,...r (Approx.) .. . ,. Expansion ratio 1:3 (unrestricted, up to) Application temperature range 5 - 40°C Storage and transportation -5-40 °C temperature range CEM Temperature resistance range -15-60 °C Ordering acic , J.;g"ticn It„ r"n,W Firestop cable collar CFS-CC 2 PC 2 PC 02079667 Firestop filler mastic CFS-FIL use with - 0 For � For use with Hiiti firesto cable p collar CFS-CC (gap filling) ...y s. Advantages x; Z fM � t M00 M QC", 01�; c�NN U o lb ..� V � .O a C 00 U U � O U y r I m' i z ' I N Q j W D 4 C� LTG . �-i PROJECT NO: 20 xxx DRAWN BY: T.OWENS CHK'D BY: G.W. STEWART SHEET NO: ELECTRICAL DETAILS E3 I �3 \s 5 C6) r ALL CONDUITS THRU FIRE RATED WALL SHALi LCFBE ROUTEDTHRU FIRESTOP CABLE COLLAR C—CC, U� 1479. SEE DETAIL 6/E3. { : LIJ CD)-- El i ---- t -- I� �. 11 �JI_I�JI�JI�iI III i I f iIfII� I III ;I, I I II ,. li I II( li 11� Ir ` ILI , i III, i I�--I�iV�I��I ;� II I ' III I ; III(. II I III(. IL_..�__luL�iL�..1!_L�I�I� l) � (II.� II( 111I I.: I � III "III I I ii I II Ir; .;r. .._. II III III \ X MENS I L ,. (I - M 104 mg SALES AREA 102 ! I— T I ) OMENS I ao ( 105 -- i I , i. I , ac 1 .. - Ia —.__ ALL LOW VOLTAGE CABLING SHALL ow BE PROVIDED BY ELECTRICAL O CONTACTOR AND LOC f)TED IN —, CABLE TRAY. SEE SHF�ET EL s000iERs swcrc I i : i I, C --------=--------------- — ------------------------ r---------- -- ------------- I ST, �ST) I ii I z i s RECEIVING AREA ( i RTU-1 RTU-2 'I II II i z I I IF Y I I o T T` 1° o o � M. MM rn 8 N � � y i p'�," rn . . ate, v040F4 B M aA �o , FFICE 10 1 PROVIDE AND INSTALL ONE (1) — 24GA., 4 TWISTED —PAIR, CATS o -J DATA CABLE WITH MODULAR COMBO RJ-11/RJ-45 JACK i AT OFFICE. RJ-45 CABLE TO BE RUN FROM JACK TO I r r— LL Qi REGISTER IN CONDUIT. I , I I' EMERSON PRE—PROGRAMMED --------------- — ----------- l------------II ------------------------------------------------------------------ ;uI__ �. II--------------------------------------------------------------------� i _. CONTROLLER "EMS PANEL" MID. NEXT TO ELECTRICAL / �--------------- ----- — --- -------- I II N —J is PANELS, AS CLOSE AS / POSSIBLE. MS DEVICE SCHEDULE SYMB DESCRIPTION CABLE TYPE SUPPLIER INSTALLER NOTES OUTDOOR AIR TEMP BELDEN 8761 OR EQUIVALENT GENERAL OT (501-1122) (22AWG, 2C, STRANDED, SHIELDED) EMS SUPPLIER CONTRACTOR (1) PER RECEIVING ENTRY MOUNTED 8'-0" A.F.F. ST SUPPLY TEMP (201-0041) BELDEN 8761 OR EQUIVALENT EMS SUPPLIER GENERAL (1) PER HVAC UNI IN SUPPLY DUCT (22AWG, 2C, STRANDED, SHIELDED) CONTRACTOR TOUCHSCREEN GENERAL TS THERMOSTAT (810-1600) 8C T-STAT CABLE EMS SUPPLIER (1) PER HVAC UNITZONE 8'-0" A.F.F. CONTRACTOR e RJ-1 1 /RJ-45 DATA JACK CAT-5 DATA CABLE GENERAL GENERAL (1) AT OFFICE COMPUTER CART PHONE COMBO (24AWG, 4 TWISTED PAIR) CONTRACTOR CONTRACTOR GENERAL GENERAL (1) PER RESTROO OS MOTION SENSOR SWITCH ON:EZ-FI:ND DDS 10-FDW E CONTRACTOR CONTRACTOR (1) PER BREAK RO M (1) PER OFFICE uv j� EMS LOW VOLTAGE PLAN EM51 SCALE:3/16" = V-0" BREAK R I M 100 I i i I i I KEY NOTES (THIS SHEET ONLY) -ALWAYS INSTALL THERMOSTATS 81 A.F.F. THE EXACT MOUNTING LOCATION OF THE THERMOSTAT "TS" MAY VARY DEPENDING ON THE STORE LAYOUT AND DUCT CONFIGURATION. REFER TO SITE SPECIFIC MECHANICAL DRAWINGS FOR HVAC ZONED THERMOSTAT MOUNTING LOCATIONS. IF THERMOSTATS ARE MOUNTED ON EXTERIOR WALLS DUE TO DUCT CONFIGURATION, THEY ARE THEN TO BE INSULATED TO PREVENT AIR INFILTRATION. IF ADDITIONAL HVAC UNITS ARE USED, ADD ADDITIONAL THERMOSTATS "TS".. 0 PHONE LINE #1 — TWO RJ-11 PORTS. ONE (1) LOCATED IN OFFICE Willi DATA JACK COMBO AND ONE (1) AT REGISTER. 24 GA. CAT 5, 4—PAIR TWISTED WIRE ONLY. USE BLUE AND BLUE & WHITE WIRES. HOOK TO LINE #1 TERMINAL IN RJ-11 JACK EACH PHONE JACK TO HAVE DEDICATED, SEPARATE HOME RUN TO DMARC. LABEL AS "PHONE" AT THE DESTINATION AND AT DMARC. PHONE COMPANY PROVIDES FINAL HOOK UP TO DMARC ONLY.PHONELINE #2 - RJ-11 PHONE JACK SUPPLIED AND WIRED BY CONTRACTOR. III a � I a � , ( x, a S n Ida • 1 x i PROJECTNO: I`II DRAWN BY: T.OWENS: II SHEET 4 • "VOLTAGE III f ; i I� LILL I ti i i i � iI i 11 [j L�l I IIII D, ]IF I 1 ILI i y 104 1 "DCW a I C 1 DCW 1„DCW S 1 I i I PLUMBING PLAN 2Q 4" SANITARY SEWER WITH 1/8" FALL. SEE CIVIL DRAWINGS FOR CONTINUATj6N. PROVIDE 2—WAY EXTERIOR CLEANOUT P1 SCALE: 3(76" = t'—o" (ECO-1) WITHIN 8'-0" OF BUILDING. SEE DETAIL P3. s ' 110 z ccCqcctt t cc 00 N -- NN: acy04Ow b CIO ~ U V i is mF3 i3i3 irY t z ..: a � a. 1 ' i 7 T PROJECT NO: i 20-xxx DRAWN BY: T.OWENS I NO: PLUMBINGSHEET B SYMBOL LEGEND SAN SANITARY PIPING SANITARY PIPING BELOW V VENT PIPING CW COLD WATER PIPING HW HOT WATER PIPING �Q SHUT-OFF VALVE PIPE TURNING DOWN --Q PIPE TURNING UP -30 P-TRAP T WALL CLEANOUT II FREEZE PROOF HOSE BIBB - 2-WAY EXTERIOR CLEANOUT FLOOR CLEANOUT 10 1 0 1 COUNTER P3 REFER TO PLUMBING PLAN SHEET P1 FOR CONTINUATION. PLUMBING SPECIFICATIONS: __________ _ . _-. ____ __:_._�__I`______ 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM IN ACCORDANCE WITH THE 2017 EMP RED WATER _ fBC AND ALL OTHER APPLICABLE CODES. CONTRACTOR SHALL PAY ALL FEES AND PERMITS REQUIRED. -- -- f- r 2. CONTRACTOR SHALL GUARANTEE INSTALLATION AGAINST DEFECTS IN SLOAN MODEL 110-AF WORKMANSHIP, EQUIPMENT, AND MATERIAL FURNISHED ON PROJECT FOR A /2" THERMOSTATIC 'IV PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. PROVIDE EXTENDED EMPERING VALVE j l2V WC_1 I GUARANTEES FOR EQUIPMENT SUCH AS WATER HEATERS WHEN REQUIRED. f \ IO 3. SUBMIT FOR APPROVAL THE NUMBER OF SHOP DRAWINGS AND MANUFACTURER'S - f 4"SAN LITERATURE ON ALL PLUMBING FIXTURES AND MATERIALS AS REQUIRED TO THE i ARCHITECT OR OWNER'S REPRESENTATIVE IF 1 2" C 1 W / W SUPPLY /2' UPPLY IF 4. CONTRACTOR SHALL VISIT THE JOB SITE AND EXAMINE PREMISES AT THE 1 1/4 O.D. TAILFACE �! I ADJACENT TO PROPOSED WORK. VERIFY EXISTING PIPE SIZES, LOCATION, AND U ( SUITABILITY FOR CONNECTION TO THE NEW SYSTEM PRIOR TO BID. 1 1/ 4' O.D. WASTE N I FINISHED FLOOR j 5. DRAWINGS ARE DIAGRAMMATICAL AND INTEND TO SHOW APPROXIMATE LOCATION Q OF PIPING, FIXTURES, ETC. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, SHUT-OFF VALVE (TYP ) 4 TEMP. LIMITING DEVICE DETAIL P2 DOMESTIC 'COLD WATER ROUTED UP FROM BELOW SLAB OCCUPANT LOAD: REFER TO PLUMBING PLAIN 1 "CW RETAIL: 7263 SF @ 60 GROSS = 122 SHEET P1 FOR STOCK: 1111 SF @ 300 GROSS = 4 CONTINUATION. BREAK/OFFICE: 175 SF @ 60 GROSS = 4 TOILET/HALL`. 175 SF @ 60 GROSS = 4 ! cf)� ACCESS PANEL CIVIL, STRUCTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS AND COORDINATE FURNISHED BY PLUMBER i' WITH OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. INSTALL ALL WORK WITHOUT CONFLICT WITH OTHER TRADES AND MAKE MINOR ALTERATIONS AS REQUIRED WITHOUT ADDITIONAL COST TO OWNER. LAV-1 6. CONTRACTOR SHALL COOPERATE FULLY WITH THE OWNER IN SCHEDULING AND MAKING CONNECTIONS TO EXISTING SERVICE LINES SO AS TO CAUSE THE LEAST _ POSSIBLE INCONVENIENCE AND SHORTEST POSSIBLE INTERRUPTION OF SERVICE. it 2"SAN 7. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL VOLTAGES, WCO-1 3 4"CW / REFER TO PLUMBING ELECTRICAL LOADS, ETC., OF ELECTRICALLY OPERATED EQUIPMENT PRIOR TO -,• - -- - _- � y yam, 4-PLAN SHEET P1 FOR PURCHASING EQUIPMENT. ALL EQUIPMENT SHALL BE U.L. AND NEMA APPROVED. -- - -- . _ C CONTINUATION. WH 3/4"CW 3/4"CW _E PANELS AND 1'-0" EITHER SIDE OF PANEL TO STRUCTURE. ALL PIPING SHALL 1 /2,.CW - 7 BE ROUTED AROUND THIS AREA. I ;chi EDF 1 1/2"HW 9. CONTRACTOR SHALL FURNISH ACCESS PANELS, TO BE INSTALLED BY THE REFER TO PLUMBING PLAN __ GENERAL CONTRACTOR, AS REQUIRED FOR PLUMBING INSTALLATIONS. SHEET P1 FOR EWH 1 C 3/4 HW I CONTINUATION. 3/4"CW 10. ALL SANITARY VENT PENETRATIONS SHALL BE A MINIMUM DISTANCE OF 10'-0" / 3/4"CW AWAY FROM ALL ROOFTOP MECHANICAL EQUIPMENT OR OTHER AIR INTAKE RELATED DEVICES, HD-1 __ _ - 1 "DCW —� 1 .-. 11. ALL HORIZONTAL AND VERTICAL PIPING SHALL BE SUPPORTED IN ACCORDANCE 3/4"DCW ¢ - 3 SAN WITH STATE AND LOCAL REQUIREMENTS. SUPPORTS SHALL SECURELY HOLD M WHERE DOMESTIC WATER PIPING - -- PENETRATES FIRE RATED WALL INSTALL THRU WALL IRE RATED 3 EWH-2 SHALL BE SUSPENDED FROM 7 /4"DHW ASSEMBLY. SEE DETAIL 3/P2. CEILING 7'-6" A.F.F. USING 3/8" EWH-2 ALL THREAD AND UNISTRUT. FURNISH WHERE VENT MS-1 IPING WITH DRAIN PAN. DRAIN PIPING WCO-1 PENETRA ES TOCKROOM ROUTED TO MOP SINK BELOW. SIDE OF FIRE RATED DCW 3 4' / WALL INSTALL THRU WALL y FIRE RATI D ASSEMBLY. SEE DET c' I P i � II IL 3 P2 REFER TO PLUMBING PLAN SHEET P1 FOR KEY NOTES (THIS SHEET ONLY) CONTINUATION. 1 DOMESTIC WATER SERVICE AND METER. WATER LINE SHALL ENTER BUILDING UNDER SLAB AND ROUTED ON 1 EN�Ej PLUMBING PLAN WARM SIDE OF INSULATED FURRED WALL. SEE CIVIL 2" DRAWINGS FOR CONTINUATION. i P2 SCA1'-0" 2Q 4" SANITARY SEWER WITH 1/8" FALL. SEE CIVIL DRAWINGS FOR CONTINUATION. PROVIDE 2-WAY EXTERIOR CLEANOUT (ECO-1) WITHI 5'-0" OF BUILDING. SEE SHEET P1 FOR r CO NTI N UAT O N: < ' -- - 1/2 CW PIPING, PREVENT VIBRATION, COMPENSATE FOR STATIC AND OPERATIONAL 3 SAN CONDITIONS OF THE VARIOUS SYSTEMS, AND SHALL NOT BE SUBJECT TO TP-1 IELECTROLYTIC ACTION. WCO-1 12. CONTRACTOR TO COORDINATE AND INSTALL, IF REQUIRED FOR THIS PROJECT, NEW WATER METER AS PER REQUIREMENTS OF LOCAL UTILITY COMPANY. /2"CW J CONTRACTOR SHALL INCLUDE ALL TAP FEES AND COST INTO BID FOR A COMPLETE INSTALLATION. 1/2"HW LAV-1 pa 2"SAN 13. WATER PIPING PASSING THROUGH OR UNDER FOOTINGS OR FOUNDATION WALLS SHALL BE SLEEVED OR OTHERWISE PROTECTED. 14. VALVES SERVING DOMESTIC WATER SYSTEMS SHALL BE BALL VALVES OR APPROVED EQUALS. ALL VALVES SHALL BE LOCATED SO AS TO BE ACCESSIBLE v BY MAINTENANCE PERSONAL. \ 4"SAN ( 15. PROVIDE 1" THICK FIBERGLASS PIPE INSULATION WITH SERVICE JACKET ON ALL DOMESTIC WATER PIPING. DOMESTIC COLD WATER PIPE INSULATION SHALL HAVE A CONTINUOUS VAPOR BARRIER. 16. ALL WATER PIPING SHOWN ROUTED IN EXTERIOR WALLS SHALL BE LOCATED 4"SAN INSIDE THE BUILDING INSULATION AND FINISHED WALL TO PREVENT FREEZE r, ) DAMAGE. $ WC-1 17. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND INVERT AT THE POINT OF ' CONNECTION TO THE SEWER SYSTEM BEFORE DETERMINING FINAL ROUTING OF COIL, WASTE, AND VENT PIPING. rJ - - 18. ALL SOIL, WASTE, AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON OR SCHEDULE 40 PVC DWV PLASTIC PIPE WHERE ALLOWED BY LOCAL AUTHORITY _ _ - �1 HAVING JURISDICTION FOR THIS INSTALLATION. PROVIDE 3M FIRE BARRIER CAULK III nCP-25 CAULKING, OR U.L. APPROVED EQUAL AT ANY PENETRATION OF FIRE PLUMBING FIXURE SCHEDULE MARK DESCRIPTION HW CONNECTION CW CONNECTION WASTECONNECTION VENT CONNECTION REMARKS 20"X18" WALL HUNG ADA LAVATORY W/ FRONT OVE RFLO , CONCEALED HANGERS & 4" CENTERS. AMERICAN STANDARD LUCERNE #0355.012 OR EQUAL. FAUCET SHALL B LAV-1 ADA LAVATORY 1I2" 112" 2" 1-112" POLISHED CHROME -PLATED CAST BRASS BODY Wli H 4" 1 POUT, 4" BRASS WRIST BLADE, 0.5 GPM SPRAY & POP-UP DRAIN. AMERICAN STANDARD MONTERREY #5501.170 WITH #V05 AERATOR OR EQUAL. INSULATE EXPOSED D IN & WATER PIPES WITH TRUEBRO LAV GUARD KIT #102 E-Z. PROVIDE SUPPLY LINES, STOP VALVES & P-TRAP. FLOOR MOUNTED ADA VITREOUS CHINA ELONGATED 1.6 LUSH GALLON CLOSE COUPLED TWO PIECE SIPHON JET WATER CLOSET & FLUSH TANK WITH 12" ROUGH -IN, WC-1 ADA WATER CLOSET - 112" 4" 2" AMERICAN STANDARD CHAMPION 4 "RIGHT HEIGHT' #200 .014 OR EQUAL. PROVIDE STOP VALVE, FLEXIBLE SUPPLY LINE &OPEN FRONT SEAT (AMERICAN STANDARD TRIP LEVER ON APPROACH SIDE #5901.100 OR EQUAL). PROVIDE 1 GALLON ELECTRIC WATER HEATER 1. OG 0 C C 5 KW 12 V WITH MANUFACTURER UPPLIED TEMPERATE AND PRESSURE RELIEF VALVE. 0S (AID. SMITH #EJC-10, OR EQUAL). SET WATER HEATER TEMPERATURE AT 1100F MAXIMUM. LAVATORIES SHALL BE EQUIPPED WITH INDIVIDUAI TEMPERATURE LIMITING DEVICES THAT CONFORM WITH ASSE 1070. ELECTRIC WATER HEATER PROVIDE THERMAL EXPANSION TANK. (AMTROL TH RM• TROL ST-12, OR EQUAL) EWH-1 WITEMP LIMITING DEVICE 3/4" 3/4" EXPANSION TANK SUPPORT: SET @ 110T PROVIDE ADEQUATE SUPPORT FOR THE EXPANSI N TANK, SUPPORT TO ADJACENT WALL OR FROM EXISTING STRUCTURE ABOVE WITH UNISTRUT. DO NOT SUPPORT FROM PIPE ALONE PROVIDE DRAIN PAN UNDERWATER HEATER. PROVIDE SEISMIC STRAPPING ON WATER HEATER. TERMINATE (EWH-1) DRAIN LINE TO EXTERIOR PROVIDE FULL SIZE T&P RELIEF LINE. REFER TO WATER HEATER DETAIL ON SHEET P3 FOR ADDITIONAL INFORMATION. PROVIDE 10 GALLON ELECTRIC WATER HEATER, 1. 5KW 120V WITH MANUFACTURER SUPPLIED TEMPERATE AND PRESSURE RELIEF VALVE. (AID. SMITH #EJC-10, OR EQUAL). SET WATER HEATER TEMPERATURE AT 140"F MAXIMUM. PROVIDE THERMAL EXPANSION TANK. (AMTROL TH RM-X TROL ST-12, OR EQUAL). EWH-2 ELECTRIC WATER HEATER 3/4" 314" EXPANSION TANK SUPPORT: SET @ 140"F PROVIDE ADEQUATE SUPPORT FOR THE EXPANSION TAN K. SUPPORT TO ADJACENT WALL OR FROM EXISTING STRUCTURE ABOVE WITH UNISTRUT. DO NOT SUPPORT FROM PIPE ALONE. PROVIDE DRAIN PAN UNDERWATER HEATER. PROVIDE SEISMIC STRAPPING ON WATER HEATER. TERMINATE (EWH-2) DRAIN LINE IN MOP S INK (M -1). PROVIDE FULL SIZE T&P RELIEF LINE. REFER TO WATER HEATER DETAIL ON SHEET P3 FOR ADDITIONAL INFORMATION. 24" X 24" MOLDED STONE MOP SERVICE BASIN, WI 3' DRAIN. FIAT #MSB-2424 OR EQUAL. PROVIDE SERVICE FAUCET WITH PAIL HOOK & INTEGRAL VACUUM BREAKER, MS-1 MOP SINK 314" 314" 3" 2" MOP BRACKET, FLAT STAINLESS STEEL STRAINER NO HOSE & BRACKET. FIAT #830 AA, 889 CC,1453 BB & 832 AA OR EQUAL. PROVIDE SUPPLY LINES AND P•TRAP. BARRIER FREE ELECTRIC DRINKING TWO -STATION, WALL MOUNTED, ELECTRIC DRINKI G FOL NTAIN, BARRIER -FREE ACCESS (ADA), FRONT ONLY EASY TOUCH CONTROL, HIGH UNIT ON RIGHT. EDF-1 FOUNTAIN 1I2 2112 ELKAY #EZTLRDDC OR EQUAL. PROVIDE SUPPLY LI E, STOP VALVE & P-TRAP. PROVIDE CANE APRON AS REQUIRED. 2 WH-1 WALL HYDRANT 3/4" _ - FREEZE -PROOF WALL HYDRANT WITH BRONZE BODY & ANTI -SIPHON VACUUM BREAKER, BOX AND LOCKING COVER. PROVIDE WITH HOSE CONNECTION AND MOU _ 24" ABOVE GRADE. WOODFORD #B65 OR EQUAL. WCO-1 WALL CLEAN -OUT AS SHOWN ON - SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZURN OR EQUAL. PLANS ECO-1 EXTERIOR CLEAN -OUT 4" - PROVIDE TRAFFIC RATED, 2-WAY, EXTERIOR CLEANOUT. TYLER PIPE #003519, OR EQUAL. AS SHOWN ON PROVIDE ADJUSTABLE FLOOR CLEANOUT WITH W !TI HT TAPERED THREADED PLUG AND ROUND SCORIATED SECURED TOP, ADJUSTABLE FD-1 FLOOR DRAIN AS SHOWN ON PLANS SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZUF N OR EQUAL u v RATED ASSEMBLIES. NOTE, FOAM CORE SCHEDULE 40 PVC IS NOT ACCEPTED. �� ENLARGED PLUMBING PLAN 19. ALL SOIL, WASTE, AND VENT PIPING SHALL BE UNIFORMLY GRADED AND SHALL P2 SCALE: 1 /2" = V O- HAVE A SLOPE OF NOT LESS THAN 1 /4" PER FOOT FOR PIPING 3" IN DIAMETER AND SMALLER THAN 1/8",PER FOOT FOR PIPE 4" IN DIAMETER. 20. WATER LINES SHALL PASS INSPECTION OF (4) HOURS UNDER 150 PSI PRESSURE BEFORE ANY USE OF SYSTEM IS MADE FOR DOMESTIC PURPOSES. IT SHALL BE DISINFECTED BY SLOWLY FILLING WITH WATER TO WHICH A DISINFECTING AGENT HAS BEEN INJECTED AT A RATE OF 50 P.P.M. OF CHLORINE, WHICH SHOULD BE ALLOWED TO STAND IN THE PIPING FOR A PERIOD OF 24 HOURS, AFTER WHICH TESTS FOR RESIDUAL CHLORINE SHALL SHOW NOT MATERIALS 1. DRAIN, WASTE AND VENT A. SCHEDULE 40 AND 80 PVC OR ABS PIPING WITH DWV PATTERN FITTINGS TO BE USED UNLESS OTHERWISE REQUIRED BY LOCAL CODE. 2. HOT AND COLD WATER A. ABOVE GRADE. a) TYPE "L" COPPER TUBING, HARD TEMPER, COLD DRAWN WITH WROUGHT COPPER LEAD FREE SWEAT FITTINGS. CONNECTIONS TO FIXTURES AND EQUIPMENT SHALL BE MADE WITH 85% RED BRASS IPS SIZE PIPE OR COMPRESSION ANGLE STOPS. PROVIDE DIELECTRIC UNIONS WHERE CONNECTING PIPING' OF DISSIMILAR MATERIALS. B. BELOW GRADE. b)TYPE "K" COPPER TUBING, HARD OR SOFT TEMPER, WITH WROUGHT COPPER LEAD FREE SWEAT FITTINGS. NOTE: NO FITTINGS' SHALL BE PERMITTED' BELOW GRADE INSIDE BUILDING. 3. AIR CONDITIONING CONDENSATE A. SEE MATERIALS, SECTION 1, UNLESS OTHERWISE REQUIRED BY CODE. 4. NATURAL GAS PIPING A. SCHEDULE 40, ASTM A120, BLACK IRON PIPE WITH 150 LB. BLACK MALLEABLE THREADED OR SOCKET WELDED FITTINGS. LESS THAT 5 P.P.M. OF RESIDUAL CHLORINE AT EVERY WATER OUTLET IN BUILDING. IF THE RESIDUAL IS LESS THAN 5 P.P.M., THE DISINFECTION SHALL BE REPEATED UNTIL THE REQUIRED RES IDUAL S DUAL IS OBTAINED AT EVERY OUTLET. AFTER REQUIRED RESIDUAL IS OBTAINED, THE SYSTEM SHALL BE FLUSHED UNTIL THE CHLORINE LEVEL AT EVERY OUTLET IS REDUCED TO THAT OF INCOMING WATER SUPPLY. FIRE -RATED / WALL 20 GA. -SPLIT f/ WALL SLEEVE PROSEAL PLUG ccqk c�44q�c�<<c><Acco �55,,cc,c2ccSc� c��c�c�4cu'i}ci�c6 ?fr? Ft,c<� MBING PIPING FIREFILL [L CERAMIC 20 GA. STEEL FIBER FIRESTOP PLATE NOTE: FIRE -RATING OF DEVICE SHALL BE EQUIVALENT TO OR GREATER THAN THE RATING OF THE ASSEMBLY PENETRATED. PLUMBING THRU FIRI RATED WALL. DETAIL PP� SCALE: NONE in C m a Z g \oco n � M M > CI cdS N= vr+.-� CNN = kn ON ow co WcNP4OL4 Y lb CID � b YY�� bA Q WU��o W a T/\ O N 0 � O a o � a o Q � oo I 4 N a 0 O 00 Itt M M H �a F+1 T � • � O W l PROJECT NO: 20-xxx DRAWN BY: T.OWENS CHKD BY: G.W. STEWART SHEET NO: ENLARGED PLUMBING PLAN P2 I` 110 01MM 3/8" GALVANIZED ALL THREAD 5, � � SHUT-OFF VALVE VACUUM BREAKER N y""k' W) 3/4" CW INLE DIELECTRIC UNION :1 N iU 4" VENT Ox... _ 3/4" HW OUTL ET THRU WALL 4„v �o .�. w >C 1-vry AO.,• N � O CJ w EXTRA HEAVY DUTY CAST IRON ` BRONZE TAPER THREAD ADJUSTABLE SCORIATED PLUG WITH COUNTER 4" SEWER SERVICE. PROVIDE 2 WAY 3"V SECURED COVER SUNK HEAD SHUT-OFF VALVE EXTERIOR CLEAN -OUT (ECO-1), WITHIN FLUSH WITH THERMAL EXPANSION TANK. 5'4 of BUILDING EXTERIOR ECO-t GRADE LINE SIZE AND INSTALL PER a ° ° 2" MANUFACTU ER' I'y 2 "`jjj RECOMMEN ATI NS. DO 4" LAv-1 1-1,2"v NOT SUPPORT BY PIPING. - 4" WC-1 FLANGE 3"V 2„v 2„ EWH-1 2"v WATTS #100 L T& L BE WASTE LRELIEF VALVE WATER Z„ '" p LENGTH TO SUIT DIELECTRIC INLE SUSPENDEDT FROMACEILING ABOVE SEE CIVIL DRAWINGS FOR 4" 4� EDF-1 LY 4" 4"HEATTRAP MOP SINK (MS-1) ON HOLDRITE CONTINUATION. ECO-1 2^1fOTLFAm1 I✓�k �$B®f'1� 4' 2' 2„V SIZE OF VAL E, T �fgCNB� 4Wfdt�pTHREAD 4" 3"/� �trty� p FLOW FLOW MOP SDISCHINK (MRGE INj -ULL SINR (AMS1 RUT. COORDINATE WITH 2„V HD-t ��° ` I� U L% INSTALLED AT 7 -6' A11. GENERAL WATER HEA ER RAIN SHALL BE 3 3 Mri p CONTRACTOR. EWH-1 4, F-�++--1 NOTE: HOLDRITE MO EL# QP SUPPORT STALLS FRAMING G 3' ECO-1 SHALL BE INSTALLED WITHIN MANUFACTURERS RECOMMENDATIONS. OR EQUAL DRAIN PAN. SIZE E1" DRAIN LINE. ROUTE (MS-1). TO MOP SINK Q� 5'-0" OF THE BUILDING EXTERIOR. MOP BRACKET. INSTALL � 2" VENT I SO MOPS ALWAYS DRIP THRU WALL 2"V FCO-1 INTO MOP SINK. SERVICE FAUCET 1 2-WAY CLEAN -OUT DETAIL FLOOR— Ms-1 3" HOSE/HOSE BRACKET WC-2 4" 4" --- 11 P3 SCALE: N.T.S. - — -------------------- — - - - SANITARY SEWER DRAIN TES.' MOP SINK (MS-1) '. 1.. EWH-1TODRAININTO HUB DRAIN (HD-1). 2. EWH-2 TO DRAIN INTO MOP SINK (MS-1). / 2� EWH-1 DETAIt PLUMBING CONTRACTOR SHALL P3 SCALE: N.T.S. ' FURNISH METAL VENT COVER FOR ALL "VENT THRU WALLS" CLEAN -OUT PLUG,As SPECIFIED. -SANITARY SEWER RISER APPLY TEFLON JOINT COMPOUND P3 SCALE: N.T.S. ' TO THE CLEAN -OUT PLUG TREADS. o--------- p_- FLOOR SLAB ON GRADE ri MEMBRANE CLAMP 1' DOMESTIC WATER SERVICE AND METER. SAME SIZE AS DRAIN LINE VENT WATER LINE SHALL BE ROUTED ON WARM SIDE p LONG SWEEP ELBOW VENT SHUT-OFF OF INSULATED FURRED WALL. SEE CIVIL AS REQUIRED FOR � ' wE ,, DEPTH of SEWER All AT END, OR TURN OF 450 VALVE (TYP.) DRAWINGS FOR CONTINUATION. ¢ �' SANITARY AND/OR STORM RUN. a MIN. -- SEWER, SIZE PER PLAN COMBINATION WYE 3/4"CW EIGHTH BEND IN RUN. REDUCING TYPE 1/2"HW AND EI, 3/4°CW IF REQUIRED. ENTER -•�--FLOW FA_ TOP OF PIPE. SOIL OR Iv' WASTE W NOTE: SEWER 3/4°CW I 3/4"H W REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. LOCATE AT ENDS OF 1 /2"CW c� WH_1 �1 RUNS, TURNS OF PIPE GREATER THAN 45a, 50' INTERVALS ON! STRAIG RUNS, AND/OR WHERE SHOWN ON PLANS & RISERS. PROVIDE BAACKFCKFHT NOTE: 1/2"GVV EWH-1 C� ILL AS CONNECT VENT TO SOIL OR REQUIRED LOCATE CLEAN -OUT WHERE THERE IS 18" CLEARIAROUND, FOR SOIL OR WASTE PIPING ABOVE 3/4"CW ORITY HAVING WASTE CENTERLINE. UNDER SLAB WC-1 C JURISDICTION FOR ANY ADDITIONAL REQUIREMENTS. SEWER HORIZONTAL CONNECTIONS OF '� LAV_1 ACCESSIBILITY. COORDINATE WITH LOCAL CODES AND AUTH VENT PIPING TO WASTE SEWER 1 "CW 1/2C 3/4 CW PROVIDE FLOOR CLEAN -OUT WITH ADJUSTABLE COVER. CLEAN -OUT COVER SYSTEM PIPELINE SHALL NOT BE 1„CW 1/2"CW SHALL BE SUITABLE FOR RESPECTIVE FLOOR COVERING (RECESSED FOR ALLOWED.' TILE SCORIATED FOR UNFINISHED FLOORS, ETC.). CLEAN THE TOP OF EXPOSED FLOOR CLEAN -OUT AFTER INSTALLATION. 1 „G EDF-1 1/2"CW 1 VENT PIPE INSTALLATION DETAIL 3/4" CW „ I P3 SCALE. N.T.S. 1 CW r 1/2 HW icn ) 1"CW 1"GW 1/2"CW I 4 FLOOR CLEAN -OUT DETAIL 3/4"HW 1"CW LAV-1 ! P3 SCALP N.T.S. HD-1 SHUT-OFF VALVE (TYP.) I 1/2"CW 3/4"CW TP-1 SPOU SUPPORT SPOUT W HOSE END AND PAILHOOK EWH-2 3/4"CW 1/2"CW ER CE FAUCET W/VACUUM BREAKER 3/4"HW n 99 r 3/4"CW METAL EDGE m DRAIN loll3(4"CW a [7 WH 1 PROJECT NO: 20-xxx `---3" IA. —TRAP DRAWN BY: T.OWENS' ---- DOMESTIC WATER RISER CHK'DSY: G.W.STEWART P3 SCALE: N.T.S. SHEET NO: 7 MOP SINK DETAIL PLUMBING P3 SCALE: NONE DETAILS & RISER P3 16"