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HomeMy WebLinkAbout68-22 Site Plan3DRAWING NO.TITLE1 COVER SHEET 2Go Virginia LLC Car Wash45TO APPROVED SITE PLAN (SP # 22-22)6LANDSCAPE PLANNE CORNER OF NEW AYLOR ROADAND RT. 277 STEPHENS CITYOPEQUON MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAEXISTING CONDITIONS AND EROSION & SEDIMENTCONTROL PLAN PHASE 1EROSION & SEDIMENT CONTROL PLAN PHASE 2SITE PLANUTILITY PLAN78 STORM SEWER & UTILITY PROFILESDETAILSGENERAL NOTES9 THRU 16LIGHTING PHOTOMETRIC PLAN17SIGHT DISTANCE PLAN & PROFILE AND ENTRANCE PROFILE18MINOR SITE PLAN REVISION(SP # 68-22) ’’’ R-28M 28" (710mm) MIDDLER-28B 28" (710mm) BOTTOM4.98 ft3 (0.141 m3)5.41 ft3 (0.153 m3)R-28HM 28" (710mm) HALF MIDDLER-28HB 28" (710mm) HALF BOTTOM13.9" (354 mm)11.28 ft3 (0.319 m3)1610 lb (730 kg)13.4" (340 mm)10.78 ft3 (0.305 m3)1540 lb (700 kg)14.3" (364 mm)5.23 ft3 (0.148 m3)750 lb (340 kg)13.8" (350 mm)710 lb (320 kg)14.0" (355 mm)12.19 ft3 (0.345 m3)1740 lb (790 kg)13.5" (343 mm)11.70 ft3 (0.331 m3)1670 lb (760 kg)14.3" (364 mm)5.66 ft3 (0.160 m3)810 lb (370 kg)13.8" (352 mm)770 lb (350 kg)RETAINING BLOCKSCenter of Gravity:Block Weight:Block Volume:Cobble / Limestone Kingstone / LedgestoneFace Texture:Cobble / LimestoneKingstone / Ledgestone1. Units for dimensions are inches (mm), typical unless noted otherwise.2. Block production varies with each licensed Redi-Rock manufacturer.Confirm availability before Specifying or Ordering.3. Center of Gravity is measured from the back of block.4. Actual block volumes and weights may vary.5. Weights are based upon a concrete density of 143 lb/ft3 (2291kg).6. Half blocks contain a fork slot on only one side of the block.7. Interface Shear knobs are typically 10" (254mm) diameter by 4"(102mm) tall. Smaller knob diameters are available.Cobble / LimestoneKingstone / LedgestoneCobble / Limestone Kingstone / LedgestoneCobble / Limestone Kingstone / LedgestoneCobble / LimestoneKingstone / LedgestoneCenter of Gravity:Block Weight:Block Volume:Face Texture:Center of Gravity:Block Weight:Block Volume:Face Texture:Center of Gravity:Block Weight:Block Volume:Face Texture:Center of Gravity:Block Weight:Block Volume:Face Texture:Center of Gravity:Block Weight:Block Volume:Face Texture:Block LibraryR-28T 28" (710mm) TOP14.9" (378mm)8.57 ft3 (0.243 m3)1230 lb (557 kg)14.2" (362mm)8.07 ft3 (0.229 m3)1160 lb (530 kg)15.3" (389 mm)4.01 ft3 (0.113 m3)570 lb (260 kg)14.7" (373 mm)3.76 ft3 (0.106 m3)540 lb (240 kg)R-28HT 28" (710mm) HALF TOPTypical Gravity Wall SectionThis drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility ofthe design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actualconditions of the proposed site.05481 US 31 SOUTH, CHARLEVOIX, MI 49720(866) 222-8400 ext 3010 ● engineering@redi-rock.comwww.redi-rock.comFILE:SHEET:DATE:JRJ17MAR2016JRJ1 of 1Typical Gravity Wall Detail1 Typical Gravity Wall Detail 031716.dwgLeveling pad (As specified by Engineer)Drain (As specified by Engineer)Drainstone (AASHTO No. 57 or equivalent)to extend at least 12" (305 mm) behind blocksNon-woven geotextile fabric(If specified by Engineer based onsite soil conditions)Fill wedge between adjacent blockswith drainstone (all blocks)Fill vertical core slot with drainstone(PC blocks)Solid bottom blockBlock widths vary with designMiddle block (Typical)Block widths vary with designTop blockExposed wall(Height varies withdesign)Move blocks forward during installationto engage shear knobs (Typical)Grade to drain surface wateraway from wallRETAINED SOILBury depthSetback = 1 58" (41 mm)SOLID CMU WALL CAPWITH CHAMFEREDEDGES, PAINTED CMUSPLIT FACED CMU TOMATCH BUILDING (PAINT AS NEEDED)1/2" DIA x 24" CANE BOLT1 1/4" GATE PULLSHASP LOCKNOTE: PAINT ALL EXPOSED STEELA2.25CMU Trash Enclosure Front Elevation4" X 4" X 1/4" STEELPOST EMBEDDED 2'-0"MIN. IN TO CONCRETEFOOTING. WELDPLATE ON TOP, MAKEWATER-TIGHT ANDPAINT TO MATCHADJACENT MASONRY6" DIAMETER X 4' HIGHCONCRETE-FILLED PIPEBOLLARD. (TYP. OF 5)TRASH ENCLOSUREGATES TO BE 1 1/2"STEEL DECKINGWELDED TO 1 3/4" X 13/4" X 1/4" STEELANGLE FRAMING.PAINT TO MATCHADJACENT MASONRYA2.21 TRASH ENCLOUSRE GATE DETAILA2.22 TRASH ENCLOSURE PLANALIGNGATE BY OTHERSEMBED STEEL POST INCONCRETE FOUNDATIONPER MANUFACTURERSRECOMMENDATIONSWELD HINGE TOPOST AND GATE2" 4"NOTE: SEESTRUCTURALSHEET S3.02 FORFURTHER DETAILS/INFORMATIONA2.23 TRASH ENCLOSURE WALL SECTIONCONCRETE SLAB.SEE CIVILCONCRETEFOUNDATIONWALL, SEESTRUCTURALA2.24 TRASH ENCLOSURE SIDE ELEVATIONCMU WALL CAPAPPLY 2 COATS OFWATERPROOFINGCOATING TO ALLEXPOSED CMU ANDCMU GROUT JOINTSREINFORCEDBOND BEAM, SEESTRUCTURALSOLID CMUWALL CAPWITHCHAMFEREDEDGES, CMU-2SPLIT FACEDCMU TO MATCHBUILDINGCMU-1HORIZONTALREINFORCING SEESTRUCTURAL8" CMU, SEESTRUCT.C.J. (TYP)CONTAINER(BY OWNER)A2.25A2.2NO SCALEALIGN2" 4"A2.2CMU WALL CAPTRASHCONTAINER(BY OWNER)NO SCALENO SCALENO SCALENO SCALE STRUCTURE A1 DETAIL POLYELEVATION VIEWPLAN VIEWPOLYDRAINYOU ARE NOT LIMITED TO THE OUTLETS SHOWN. OUTLETS AS LARGE AS 12" [300mm]MAY ALSO BE CUT OUT ON ANY OF THE SIDES OF THE 611 CATCH BASIN.NOTE:POLYDRAIN611 CATCH BASIN INCLUDES:600 - TOP SECTION601 - INTERMEDIATE SECTION602 - BOTTOM SECTION603 - CAST IRON FRAME604 - CAST IRON GRATE OPTIONAL:607 - GALVANIZED TRASH BUCKET609 - STAINLESS TRASH BUCKET616 - STEEL SOLID COVERCONCRETE THICKNESSAND REINFORCEMENT PERSTRUCTURAL ENGINEER'SSPECIFICATION FORTHE APPLICATION603 FRAME AND 604 GRATEABTDRAIN® CHANNELWITH INLAY GRATE SHOWN(FRAME & GRATES AVAILABLE)CHANNEL LIP BUTTS UPTO FRAME AND GRATEOF CATCH BASINSOIL SUBGRADEFRAME LENGTH6" [150mm]PIPE OUTLETPREFORMED CUTOUTS(4 PER SECTION)TTFLOOR SLAB THICKNESS,OR 4" MIN. [100mm],OR SPECIFICATION(WHICHEVER IS GREATER)T =TTTProprietary rights of ABT, Inc. are included in the information disclosed herein. The recipient, by accepting this document, agrees that neither this document nor the information disclosedherein nor any part thereof shall be copied, reproduced or transferred to others for manufacturing or for any other purpose except as specifically authorized in writing by ABT, Inc.P.O. BOX 837, 259 MURDOCK ROADTROUTMAN, NC 28166(704) 528-9806®FILE: : The customer and the customer's architects, engineers, consultants and other professionals are completely responsible for the selection, installation, and maintenance ofany product purchased from ABT, and EXCEPT AS EXPRESSLY PROVIDED IN ABT'S STANDARD WARRANTIES, ABT MAKES NO WARRANTY, EXPRESS OR IMPLIED, AS TO THESUITABILITY, DESIGN, MERCHANTABILITY, OR FITNESS OF THE PRODUCT FOR CUSTOMER'S APPLICATION. Copies of ABT's standard warranties are available upon request.DISCLAIMERSPECIFICATION DRAWING © ABT, Inc.PART:S-2611-02610, 607, 609, 616LARGE CATCH BASIN611 (600, 601, 602, 603, 604)2002CROSS SECTIONAL VIEWSOIL SUBGRADECONCRETE THICKNESSAND REINFORCEMENT PERSTRUCTURAL ENGINEER'SSPECIFICATION FORTHE APPLICATIONFLOOR SLAB THICKNESS,OR 4" MIN. [100mm],OR SPECIFICATION(WHICHEVER IS GREATER)T =TMONOLITHICCONCRETE POUR(ACCEPTABLE)EXPANSION JOINTBOTH SIDES(PREFERRED)LOCK DOWN BOLTPOLYLOCK™LOCK TOGGLEANCHOR BOLTSEE ABOVE FOR ACTUALFRAME & GRATE SECTIONSPLANANCHOR RIBINDEPENDENTLYANCHORED FRAMEABTDRAIN® CHANNEL2502 GRATE 2510AFANCHOR FRAMEFRAME AND GRATEADD 1.2" [31mm] TOOVERALL DEPTHOF CHANNELNOTE:RED DOT® LOCK INSERTTTTTGRATEWIDTHFRAMEWIDTH2512AFSECTIONPOLYDRAINProprietary rights of ABT, Inc. are included in the information disclosed herein. The recipient, by accepting this document, agrees that neither this document nor the information disclosedherein nor any part thereof shall be copied, reproduced or transferred to others for manufacturing or for any other purpose except as specifically authorized in writing by ABT, Inc.P.O. BOX 837, 259 MURDOCK ROADTROUTMAN, NC 28166(704) 528-9806®FILE: : The customer and the customer's architects, engineers, consultants and other professionals are completely responsible for the selection, installation, and maintenance ofany product purchased from ABT, and EXCEPT AS EXPRESSLY PROVIDED IN ABT'S STANDARD WARRANTIES, ABT MAKES NO WARRANTY, EXPRESS OR IMPLIED, AS TO THESUITABILITY, DESIGN, MERCHANTABILITY, OR FITNESS OF THE PRODUCT FOR CUSTOMER'S APPLICATION. Copies of ABT's standard warranties are available upon request.DISCLAIMERSPECIFICATION DRAWING © ABT, Inc.PART:S-2512AF2510AF, 2502DUCTILE IRON FRAME & GRATE2512AF2006 WVSSCICIFHCITCIEX. 5' CONC. SIDEWALKEX. CURB & GUTTEREX. 5' CONC. SIDEWALKEX. CURB & GUTTER (CG-7)25' ACTIVE BUFFER25' INACTIVE BUFFER50' SETBACK5' PARKING SETBACKEX. 8" WATERLINEEX. 12" SAN. SEWEREX. 12" SAN. SEWERT (DB 350/PG 476)NEX. 20' SEWER EASEMEG ROAD RIGHT-OF-WAYNEXISTI0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.10.00.2 0.4 0.6 0.7 0.7 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.10.4 0.81.41.9 1.61.10.7 0.5 0.5 0.6 0.1 0.7 0.6 0.4 0.3 0.20.10.71.43.04.53.3 1.8 1.0 0.8 0.81.10.1 1.6 1.2 0.8 0.50.5 1.1 2.2 4.27.75.3 2.5 1.3 1.0 1.4 2.3 3.5 3.7 2.7 1.5 0.8 0.50.10.6 1.5 3.8 7.2 8.85.42.6 1.4 1.2 1.9 3.8 5.8 5.84.72.4 1.1 0.6 0.50.3 0.6 1.4 3.35.7 5.73.7 2.0 1.3 1.2 2.0 4.15.55.15.42.8 1.3 0.8 0.7 0.9 1.4 1.7 1.5 0.90.3 0.6 1.1 2.0 2.8 2.9 2.1 1.4 1.0 1.1 1.7 3.1 4.6 5.24.42.4 1.2 0.8 0.9 1.5 2.8 4.2 3.5 1.70.3 0.6 1.0 1.6 2.0 1.9 1.6 1.1 0.9 0.9 1.2 1.8 2.6 2.9 2.4 1.5 0.9 0.8 1.1 2.1 4.67.75.2 2.2 0.00.7 1.3 2.3 2.8 2.4 1.7 1.2 0.8 0.7 0.8 1.0 1.3 1.4 1.2 0.9 0.7 0.7 1.1 2.2 5.0 8.6 6.6 3.3 1.40.8 2.0 4.1 5.64.42.5 1.4 0.9 0.7 0.7 0.7 0.8 0.8 0.7 0.6 0.6 0.7 1.0 1.8 3.6 5.9 6.0 3.4 1.4 0.62.2 5.0 8.4 7.0 3.4 1.7 1.1 1.2 1.3 1.2 1.4 1.4 1.4 1.4 1.3 1.4 1.6 2.0 3.0 3.6 3.2 2.0 1.0 0.50.2 3.6 7.9 7.2 3.6 1.8 1.8 4.2 6.4 3.35.4 5.53.7 7.3 3.2 6.0 4.9 3.4 8.55.42.6 1.3 0.8 0.5 0.43.2 5.6 4.9 2.8 1.8 3.0 10.82.3 9.9 12.9 3.9 1.1 0.7 0.6 0.52.0 2.9 2.9 2.3 1.9 3.5 10.09.6 3.9 1.31.1 1.11.0 0.62.2 2.9 2.9 2.5 3.6 8.99.0 3.41.72.0 2.5 2.1 1.22.8 5.05.54.0 3.9 9.49.5 3.1 2.4 4.0 5.64.52.2 0.83.2 6.5 8.8 6.14.1 7.113.04.5 7.78.4 4.0 14.24.78.9 8.6 4.8 13.2 6.2 2.7 3.1 6.3 8.75.52.4 0.93.9 8.0 6.3 3.2 3.2 4.6 3.24.1 4.43.6 6.1 4.9 5.9 5.3 3.8 4.9 2.7 1.9 3.0 6.3 7.8 3.71.70.7 0.33.05.14.0 2.1 1.31.11.01.1 1.52.3 4.0 5.8 5.8 4.0 2.31.51.2 1.3 2.2 4.0 4.9 3.1 1.3 0.5 0.02.1 1.8 1.2 0.7 0.5 0.5 0.61.12.4 5.3 8.5 8.55.42.4 1.2 0.8 0.9 1.3 1.9 2.1 1.6 0.8 0.4 0.20.8 0.8 0.6 0.4 0.4 0.4 0.5 1.0 2.1 4.65.4 5.4 4.52.1 1.0 0.6 0.6 0.7 0.8 0.9 0.7 0.4 0.20.0