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HomeMy WebLinkAboutARB201900109 Plan - Submittal (First) 2019-09-180 0 ELASTOMERIC SEALANT WITH 5" 8" 94'-8" 8'° 5" NEOPRENE BACKER ROD ELASTOMERIC SEALANT WITH BRICK VENEER NEOPRENE BACKER ROD „ , FINISHED WALL TO FINISHED WALL , 3-4 „ 3'- 4 2 -8 2 -8 - - 1 /2" GYPSUM BOARD ON 3 5/8" 28'-0" 28'-0" 28'-0" - F-77� a c - 41-1 METAL STUDS WITH R-13 INSULATION 33'-411 28'-0" 331-411 -77�1 5" olr (� 7� , „ 5 4 -4 5 5 6 -0 21 -4 A4 „ 8 CMU \112" GYPSUM BOARD ON CASING BEAD WITH SEALANT Ln Al Al — Ln RUBBER CONTROL JOINT 3 5/8 METAL STUDS WITH R-13 INSULATION _ STEEL TUBE COLUMN 00 J F O I E W M. 0 co NOTE: SEE STRUCTURAL DRAWINGS IL I I 00 1 3/4" = 1'-0" FOR REINFORCING REQUIREMENTS AFS01 39'-8" SEE NOTE 5 25'-0" SEE NOT 6 j 0 0::a O I 5 EXPANSION JOINT DETAIL CASING BEAD WITH SEALANT 2�I��AH2.8 22� g�� 2'-4' HSy T 1/2" GYPSUM BOARD ON 3 5/8" o UHRflik�� fl 8 — - - - - - B o CHAIN OPERATED INSULATED DOOR SURFACE MOUNTED _ _ METAL STUDS WITH R-13 INSULATION o Al o 8 A 1 24 GAUGE GALVANIZED METAL 8" CMU T23T HOOD PAINT TO MATCH WALL. 00 N Li I I I I9MI II 00 N BRICK VENEER LH Hid A 4'-0" 5 A A 1 w o CN = z „ -3 CD HH 3si CD � Al 0 3/4" = 1'-0' AFS0265W2 = f� 9 REAR GIRDER LINE COLUMN N QJ SLIDE BOLT o a; � LOCKING IN = �' I 11 BOTTOM BAR NLi I I 1 IF BOTH SIDES THIS SHEET -CD 0 Q Z 00 N 00 N 6 OVERHEAD DOOR ELEVATION LL ^ NOTE: GENERAL CONTRACTOR TO INSTALL 6" X CD -10" CD CD34 11�`1 COUNTER �I = 0 8'-0" ALUMINUM CHAIN GUARD ON WALL AT CD o HEIGHT o CD BRICK SIDE BRICK VENEER N 7 LL N 1 /2" GYPSUM PROVIDE WOOD BLOCKING AT A5 3„ BOARD CMU WALL AND MOUNT DOOR 1 ' - 6 112' _' CANISTER WITH 5/8" =' EXPANSION BOLTS, THREE PER O G F -- SIDE, EQUALLY SPACED i nI 00 NI -00 = ; CMU LINTEL SEE :z � 00 - - STRUCTURAL DRAWINGS Ln ��_----------------_ Ln - - STEEL LINTEL COILSIDE 4'- 5'-4" 4'-8" 5'-4" '-8' 5'-4" '-4" '-4" 5'-4" '-8' S'-4" 4'-8" 5'-4" 4 -0" I BRICK VENEER BEYOND , 3 -4„ , „ „ 2, -8 -8 3, -4„ I INSTALL 1/8" BENT STEEL 17'-8" 48'-8" 17'-8" PLATE TJAMBSAND HEAD OPENING, H TO 5, 8„ 32,-8„ 29,-4„ 32,-8„ 8„ 5„ BUILDING FRAMING. EXTEND DOOR HEIGHT 8'-0" TO AND COPE PLATE TO EXTERIOR FACE OF WALL. MASONRY OPENING ov FINISHED FLOOR. NOTE: (F = NEW DRY CHEMICAL FIRE EXTINGUISHER. GENERAL CONTRACTOR TO INSTALL ONE KIDDE 10 lb #46620420 AT BATTERY CHARGING AND KIDDE 5 lb AFC-340M—VB AT ALL BRUSH LINTEL SEAL HEADER HEIGHT = 7'-10" OTHER LOCATIONS. INSTALL EITHER ON WALL SURFACE, FIXTURE UPRIGHT OR ALUMINUM MULLION. MOUNTING HEIGHT = 3'-6" ABOVE FINISHED FLOOR TO TOP OF EXTINGUISHER, ABOVE FINISHED FLOOR. 1/81, = 1'-0" 5/16" = 1'-0" ADS01 1 FLOOR PLAN 7 OVERHEAD DELIVERY DOOR OA 1. REFER TO STRUCTURAL DRAWINGS FOR ALL DETAILS AND REQUIREMENTS REGARDING FOUNDATIONS, WALL REINFORCING, BOND BEAMS, JAM sEE SECTION SEALANT BRICK VENEER �� LINTELS, AND ROOF FRAMING. M K SIZE TYPE FRAME DETAIL DETAIL ADA / EXIT HARDWARE SPECIFICATIONS 1/8" BENT STEEL 1 /2 GYPSUM 2. REFER TO CIVIL DRAWINGS FOR LOCATIONS AND DETAILS OF SIDEWALKS, PIPE GUARDS, ETC., AS WELL AS FINISH FLOOR ELEVATION AND PLATE WITH BOARD ON A 6'-0" x 8'-0" STEEL OVERHEAD STEEL 6;7&8/A1 6&7/A1 EXTERIOR FINISHED GRADES AROUND THE BUILDING. ANCHORS AT 16" 3-5/8 METAL 3. INSTALL 6" WIDE 20 GAUGE GALVANIZED SHEET METAL STRIP BETWEEN THE BACK OF THE GYPSUM BOARD AND THE FACE OF THE ROLL -UP ANGLE ON CENTER �, STUDS WITH R-13 METAL STUD AROUND THE ENTIRE PERIMETER OF THE BUILDING, AS WELL AS BOTH SIDES OF THE CURTAIN WALL, TOP OF STRIP TO B 3'-0" x 7'-0" HOLLOW HOLLOW 8/A1 8/A1 PUSH BAR EXIT DEVICE WILL HAVE AN INTEGRAL GROUT SOLID -� 21 2 INSULATION » BE 93 ABOVE FINISHED FLOOR. REFER TO SHEET A-4 FOR DETAILS OF CURTAIN WALL. x 1-3/4" METAL METAL SOUNDER NOTE: OVER HEAD NOTE: COMPLETE GYPSUM 4. SEE SHEET M-2 FOR LOCATION OF NON FREEZE YARD HYDRANT AND INSTALLATION REQUIREMENTS. c 3'-0" x 6'-8" x 1 -34" / SOLID CORE WOOD UNDERCUT DOOR 1" HOLLOW METAL 8/A1 8 Al / LEVER HANDLE PRIVACY SETS DOOR ANGLE TO BOARD AFTER DOOR DOOR A0 5. INSTALL 1 /2" X 4'-0" X 8'-0" AC PLYWOOD HORIZONTALLY WITH THE LONG EDGE ON THE FLOOR AND THE END JOINT CENTERING ON BE WELDED TO INSTALLATION BENT PLATE I) 3'-0" x 6'-8" SOLID CORE WOOD HOLLOW 8/A1 8/A1 LEVER HANDLE PRIVACY SETS A STUD. APPLY PLYWOOD TO THE FACE OF GYPSUM BOARD WITH SCREWS TO FACILITATE FUTURE REPLACEMENT. SEE INTERIOR x 1-3/4" UNDERCUT DOOR 1" METAL 161�A'�J �QQ�0k1( o %kLRAM E ELEVATIONS SEE 3/A4 DETAIL. SEALANT W T (� 0 B. SEALANT F IT &d6 E2 _ _ 6 x 6 8 SOLID CORE WOOD HOLLOW 8/A1 8/A1 UNDERCUT DOOR 1 (PAIR REQUIRED) 6.SPECIFICATIONSFRINFORMATIONIT TCOMPLETELY DELINEATED THE DRAWINGS. SEE 0 ON EMS NO DEL NE ED ON E D W NGS. - x 1 3 4 PAIR REQUIRED METAL RID. 1/8" = 1'-0" AFN01 i / ' BRICK VENEER _ ��— G 3 -0 x 7 -0 GLASS &ALUMINUM ALUMINUM SEE MANUFACTURERS 127FLOOR PLAN NOTES x 1 4" SEE SHEET A-5 SHOP DRAWINGS 3" X 3" ALUMINUM 112" GYPSUM H 3'-0" x 7 -0 GLASS & ALUMINUM ALUMINUM SEE MANUFACTURERS CORNER GUARD BOARD ON LOCATION FLOOR BAS E WALLS C LI REV. x 1 -34" SEE SHEET A-5 SHOP DRAWINGS WITH MITERED 3-5/8" METAL 3'-0" x 7 -0 HOLLOW HOLLOW 8/A1 8/A1 PUSH BAR EXIT DEVICE . CORNERS AT JAMB STUDS WITH R-13 � CD Of`1 CD x 1 -34" / METAL METAL AND HEAD DOOR © HEAD SIMILAR INSULATION w J m v w m w w CDz z c m Lz Q 1 /2" GYPSUM BOARD 45 METAL STUDS 1°° HOLLOW METAL A SALES AREA E FRAME AND 2" 2" ANCHORS 55„ 8 REST ROOMS DOOR ©EO (HEAD SIMILAR) 3/32" = 1'-0" ADC01 3/16" = 1'-0" AFC01 3/4" = 1'-0" ADS02 3 ROOM FINISH SCHEDULE 14 DOOR SCHEDULE — HOLLOW METAL DOORS 8c FRAMES 1 8 JAMB DETAILS J Q W U, O J J Q w W rnW N U N 0 >0 0 It 0 W O J_ J_ Z Q > Q elfW J O (D —I 0 ° JO N z �O O _LU Q U) U LL al� 4-4� 01 � � v� O 00 cc O � � a� cn a M V ct o u ct U M w ci O 09/12/18 65W2-R 0 n- 0 L MAINTAIN POSITIVE DRAINAGE TO DOWNSPOUT ROOF SLOPE METAL FLASHING SMOOTH SURFACE ROOFING SYSTEM INSTALL FLASHING AT GUTTER PER 22 GA. GALVANIZED STEEL ROOFING MANUFACTURER'S DETAILS 4'-2" 25'-4" 35'-8" 25'-4" 41_2,1 LEADER BOX AND FLASHING INSULATION BOARD 5 OPENING THRU PARAPET WALL A6 SEE NOTE 6 7 7 6"04"h. SIZE LEADER BOX A 6 ROOF HATCH AND TO ACCOMODATE DOWNSPOUT. SAFETY RAIL SYSTEM PAINT LEADER BOX & DOWNSPOUT TO MATCH WALL. x SEE SPECS - 6 ),- � -_. 6 — 2"X 8" PRESSURE TREATED NAILERS STEEL JOIST ROOF HYDRANT WITH 112 x 6 ANCHOR BOLTS ON 4 ON CENTER. BUILD UP TO -, • SEE NOTE 1 13 ACCOMODATE ROOFING. � � ~ NOTE: EDGE NAILER MUST BE SEE NOTE 8 FLUSH WITH INSULATION TOP SEE NOTE 1 M2 SURFACE. ALUMINUM DOWNSPOUT MIN. SIZE 4"X6". ANCHOR TO WALL WITH A ON. OF 3 STRAPS, EITHER INSTALL SPAASH BLOCK AT BASE OF O � DOWNSPOUT OR TIE TO UNDERGROUND NOTE: O� STORM DRAINAGE - SEE SITE PLAN FOR IF VENEERS ARE ADDED TO THE CMU WALL 0 SEE NOTE 3 REQUIREMENTS. THE GUTTER / DOWNSPOUT ASSEMBLY OR u- THE LEADER BOX /DOWNSPOUT ASSEMBLY SEE NOTE 2 (TYP) � w WILL MOVE TO THE FACE OF THE VENEER. O 12L� n" cl 1" = 1'-0" ApS01 ❑❑ ❑ ❑❑ E❑ 7 ROOF EDGE DETAIL AT LOW SIDE A3 ❑ M ❑ A3 NOTE: FILL PIPE OPENING W/ FOAM AFTER BOTH CABLES HAVE BEEN INSTALLED. ❑ ❑ SEE NOTE 4 �❑ ❑ ,�❑ WEATHERHEAD COAX X 1-112" I.D. GALV, STEEL PIPE CABLE � SEE NOTE 1 MOUNT 2X4 W.P. J-BOX FOR PHOTOCELL Fol 6"R. MIN. SEE NOTE 1 FACE BOX TO THE NORTH. { z 8 RUBBER BOOT FLASHING N A6 HVAC UNITS FULLY SCREENED W/ 21'-0" INSULATION & ROOFING 6" FLANGE ANCHOR TO DECK OVER 1-1/2" HOLE PARAPET WALLS @21'-0 OR HIGHER �� 3/4" = 1'-O" ARS03 8[SATELLITE COAX 1 1 1 4 A3 A3.1 A6 1/8" = 1'-O" 1 ROOF PLAN TOTAL ROOF AREA = 7093 SQ. FT. ROOF SLOPE = 3 PERCENT 1. ALL CRICKETS TO BE 3" HIGH AT THE CENTER AND DESIGN RAINFALL = 5 INCHES PER HOUR ROOF MEMBRANE LOCATED AT THE HIGH SIDE OF ANY ROOF OPENING. SLOPE SEAMLESS 5" GUTTER IS RECTANGULAR WITH AN AREA OF 20 SQ. �� NOTE: SEE STRUCTURAL PLAN FOR LOCATION OF HATCH DOWNWARD TO EDGE OF ROOF OPENINGS OR DRAINS, IN. AND IS EQUIVALENT TO A 6" DIAMETER PIPE WITH AN AREA OF PRE -FINISHED ROOF EDGE ROOF HATCH �J__ L 18.85 SO. IN. MAXIMUM HORIZONTAL PROJECTED ROOF AREA FOR SYSTEM SEE SPECIFICATIONS FLANGE -'' � �-d ATTACH CURB TO 2. ALL ROOF WALKPADS (24" X 24") ARE TO BE WITHIN 2" THIS GUTTER IS 7310 SQ. FT. C-CHANNEL OF THE VERTICAL FACES OF THE ROOFTOP UNIT. SPACING DIMENSIONS OF DOWNSPOUTS, LEADER BOX OPENING AND OVERFLOW GALVANIZED METAL LEADER BOX W/ C6 8.2 BETWEEN THE PADS IS TO BE 6". SCUPPERS ARE 4" x 6" WITH AN AREA OF 24 SQ, IN, AND IS DOWNSPOUT. SUBMIT FABRICATION C-CHANNEL 3"X3"X1/4" ANGLE SUPPORT BETWEEN JOISTS EQUIVALENT TO A 5" DIAMETER PIPE WITH AN AREA OF 19.64 SQ. IN. DRAWINGS FOR APPROVAL. 3, REFER TO SPECIFICATIONS FOR SMOOTH SURFACE MAXIMUM ALLOWABLE ROOF AREA FOR THIS DOWNSPOUT IS 6920 SQ. ROOFING SYSTEM, PROVIDE CONTINUOUS 4" FIBER CANT FT. 22 GA. GALVANIZED STRIP AT VERTICAL INTERSECTIONS IF REQUIRED BY ROOFING MINIMUM NUMBER OF DOWNSPOUTS REQUIRED IS 7093 / 6920 OR METAL FLASHING %is SYSTEM. 1.025, FOUR ARE PROVIDED WITH LEADER BOXES AND OVERFLOW �� AROUND TYPICAL ;� - ROOF HATCH. REFER TO SPECIFICATIONS PAINT EXTERIOR WHITE. SCUPPERS, SCUPPER OPENING �� HANDRAIL AND ACCESS 4. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING 1/2" = 1'-O" ARN265W2 / ; FIBER CANT SYSTEM PLAN TO DETERMINE LOCATION OF ROOF TOP UNITS (RTU). 3 RAINWATER CALCULATIONS 6"W. X 4"H. OPENING FOR 3"X3"X1 4" ANGLE 5. HVAC ROOF CURBS SHALL BE FURNISHED BY AND OWNER W 0 - OVERFLOW v W SUPPORT BETWEEN JOISTS INSTALLED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE FASCIA COVER (12'-0" LENGTHS) ROOF CRICKETS SEE 1" DIAM. X 24" C6 8.2 C-CHANNEL ALL FLASHING. SEALANT PER MEMBRANE NOTES 1 & 3 RUNGS AT 12" ON MANUFACTURER'S RECOMMENDATION EXTERIOR WALL CENTER, LAG BOLT C 3X6 STRINGERS 6, GALVANIZED LEADER BOX WITH DOWNSPOUT. ADJACENT WOOD NAILER ROOFING MEMBRANE TO PLYWOOD. PAINT LADDER AND 2>-0" OVERFLOW OPENING THRU WALL. DOWNSPOUT HATCH RED. WALL SIDE ROOF SIDE 3/4" FIRE RETARDANT 7. CONNECT DOWNSPOUTS TO UNDERGROUND DRAINAGE ��; #9 X 2" STAINLESS PLYWOOD DECK AT °2'-0" SYSTEM OR IF NONE AVAILABLE, PROVIDE SPLASH BLOCKS STEEL FASTENERS 12" ]><1 8'-4" A.F.F. 3"X3"X1/4" ANGLE WITH POSITIVE DRAINAGE AWAY FROM BUILDING. TER (PROVIDED) 7 TOILET ROOM CEILING HEIGHT AT 7'-8 3/4" 8. ROOF HATCH WITH LADDER BELOW. ANCHOR BAR 1 /2" MOISTURE RESISTANT (MR) DRYWALL CEILING EXTRUDED ON 6" 16 GA. METAL STUD FRAMING 16" O.C. 1/4" = 1'-O" ARN01 3" = 1'-O" AR101 3/8" = 1'-O" AR103 1/4" = 1'-O" ARS02 2 ROOF PLAN NOTES 4 1 ROOF EDGE DETAIL 5 ROOF AT GUTTER 6 ROOF HATCH DETAIL z O_ c� w N � N Q J Q > W w 0 O J J \ Q Z Q � w o J 0 w (D c _I O OJ LL N z 0�O O = O w Q U) U 4-4� c O � � v� a1 O o0 00 o 0i a� �2 p ct U 4 � O O O U U r., oc . 0 u U p p 09/12/18 65W2-R SITE DATA: TAX MAP PARCEL: 061WO-01-OA-00300 PARCEL AREA: 1.42 ACRES LIMITS OF DISTURBANCE: 1.38 ACRES ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY FIRST ORDER, LLC 4383 HECKTOWN ROAD BETHLEHEM, PA 18020 JACK W. SHOEMAKER, L.S. (610) 365-2907 JSHOEMAKER@FIRSTORDERLLC.NET MAY 24, 2018 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS://WWW.NGS.NOAA.GOV/OPUS/) UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF THE SITE AND. WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED PROPOSED FRONT MIN: 10' MAX: NONE* 10, SIDE/REAR MIN: PER BUILDING CODE MAX: NONE 3' *PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY USE PRESENT: ABANDONED PARKING LOT PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 21'-0" PARKING TOTAL EXISTING PARKING: 70 SPACES, 4 ADA TOTAL REQUIRED PARKING: 53 SPACES MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A VAN SPACE GROSS FLOOR AREA (GFA) = 6,816 SF AUTOZONE RETAIL SALES AREA = 80% OF GFA = 5,452.80 SF 1 SPACE / 100 SF RETAIL AREA (FOR FIRST 5,000 SF) 5,000 SF X 1 SPACE / 100 SF = 50 SPACES 1 SPACE / 200 SF RETAIL AREA (ABOVE 5,000 SF) 452.80 SF X 1 SPACE / 200 SF = 3 SPACES TOTAL PROPOSED PARKING: 55 SPACES, 3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.87 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.94 ACRES (TOTAL FUTURE DEVELOPED IMPERVIOUS AREA: 1.06 ACRES) VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION USE: AUTOMOBILE PARTS SALES (843) AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA 6,816 SF GFA X 55.34 TRIPS / 1000 SF = 378 TRIPS/DAY DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF = 1,704 GPD TOTAL GPD = 1,704 GPD AVERAGE HOUR: 1,704 / 24 = 71 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) = 1,704 GPD TOTAL: 1,704 GPD AUTOZONE FINAL SITE PLAN - SDP201800090 ALBEMARLE COUNTY, VIRGINIA 7/16/2019 �" GLEhV Charlottes A I Yancey �., .. Hurnphris Park N R a E Wood Grill b.,ir, 1. AK FOREST E'STFIELD ,�► wrest i�r 8RA,NCHL,ANDS SITE 11TLIE CREEKLOCATION BRANCNLANDS `- D 0 S RETIRE. VILLAGE ..�astcv Wholesale Regal Cinemas 4t 8 R 0 0 K M1 I L L R B 'R 10 0 K Stonefzeld 14 b IMAX CONDOS vr�•,�,,> � � GLEWOOD .. CONDOMS BRACE Seminole Square 7. - - Trader .doe s VICINITY MAP SCALE: 1" = 1000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904-4218 TELEPHONE: (434) 982-4848 DEVELOPER: AUTOZONE, INC. 123 SOUTH FRONT ST MEMPHIS, TN 38103 CONTACT: KEVIN MURPHY TELEPHONE: (901) 495-7625 EMAIL: KEVIN.MURPHY@AUTOZONE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 EMAIL: CLINT. SHIFFLETT@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 NOTES CO.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C1.13 SITE DETAILS C1.1 GRADING & DRAINAGE PLAN C1.2 UTILITY PLAN C1.3 EROSION & SEDIMENT CONTROL NOTES & DETAILS C1.4 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 C1.5 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 C1.6 STORMWATER MANAGEMENT PLAN C1.7 STORMWATER SUMMARY PLAN C1.8 PIPE & INLET CALCULATIONS C1.9 STORMWATER QUALITY CALCULATIONS C2.0 UTILITY PROFILES C2.1 STORM PROFILES C2.2 SIGHT DISTANCE PROFILES D1.0 DEMOLITION PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS PH1.0 PHOTOMETRIC PLAN TOTAL = 22 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE r= awe, ' CLINT W. SWFIF'LETT v Lic. N ..i4380 �k is r41 h �/ 16/ 19 '4 of #404 � Ln E [V O N U N � Q O > E w E = O Q W U LU LL -� LLO o 0 LU W O C7 o z0(n00 x o O ra 3:� p U Y o ra CDa Ln W O -0 o 5 N O 4 CO O _100 O J o � Ln 0 I= V 0 0 w w_ _ U Q z 0 0 z 0 a U w z O w Ci DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A LLJ J I H� Uj 0 � J z ocLU O < U > w 0 J U Ua w tb Lj Q z O N 0 D Q JOB NO. 42231 SHEET NO. Co. 0 L GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. N/A 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. FIRE DEPARTMENT 1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.51 . 4. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 5. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. 6, WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50, OR FOUR STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES. 7. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40, IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. 8. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. 9. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 10. CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 11. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE BEEN ACCUMULATED. 12. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000LBS. 13. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS) SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE. 14. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT RADIUS ON MATURITY OF THE LANDSCAPING. 15. NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE HYDRANT. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 7. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK, A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 14. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2012/2015 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 18. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. SITE PLAN LEGEND EXISTING PROPERTY LINE POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH TRAFFIC CONTROL BOX C UNKNOWN MANHOLE - - - - - - - - STORM SEWER OO STORM SEWER MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN - - -SAN- - - SANITARY SEWER Os SANITARY SEWER MANHOLE -w- WATERLINE C WATER MANHOLE ® WATER VALVE WATER LINE MARKER d' FIRE HYDRANT MONITORING WELL GAS LINE GAS METER GAS VENT GAS MARKER COMMUNICATIONS/TELEPHONE LINE OO TELEPHONE/COMMUNICATIONS MANHOLE ❑ TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT - - -UGP- ELECTRIC LINE m ELECTRIC MANHOLE o ELECTRIC PULLBOX O ELECTRIC METER s� UTILITY POLE e' DECIDUOUS TREE GUARDRAIL FENCE -XXX- MAJOR CONTOUR - - - - XXX - - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction dotes PROPOSED WATER G GAS STORM SANS SANITARY UGT COMM DUCT BANK UGP ELECTRIC DUCT BANK ® CATCH BASIN STORM MANHOLE SANITARY MANHOLE (i)o SANITARY CLEAN OUT FIRE HYDRANT { FDC METER SETBACK - AT/FP STANDOFF ® WATER VALVE 0 GAS VALVE OO BOLLARD STREET SIGN ❑ GAS METER LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR �- SITE LIGHT OX PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT L Prier to any construction within any existing public right-of=way, including connection to any existing read, a permit shall be obtained from the, Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requiren-icnts of the permit. Where any discrepancies OCCUr the requirements of the permit shall govern. ?. All materials and construction methods shall conform to Current sl�ccittcations and standards of VDOT unless otherwise; noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prier to any clearing, grading or caller construction. 4. All Slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved.. b. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 11 traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 8. Unless otherwise noted all concrete pipe shall be reinforced Concrete pipe -- Class III. �. All excavation for underground pipe installation must comply with 0SHA Standards for the Construction Industry (29 CFR Part 1926). r= CLINT W. 01 :Q ) S1j..l.FIF'LET 104P� 4 Lic. N . 4180 k• i�ih Ln E [V N OU r, vi N � 0 > E w E _ 0 ~ E � Q W u p U LU 1­4 LL -� LLO O CD LU LUO C) Q LR C7d' �o z000 < W ra x � O 3:� p U Y o r° O aLn _ U)ID W o O � N o CO CD _100 O J o � Ln 0 U 0 0 w w U Q z 0 0 (A Z 0 z 0 a U U0 w z O w DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A W J J 1� r� V J LU 0>�a J S0 w o <U F--- LU T J O i Z Ua w m LU Q z O N O D JOB NO. 42231 SHEET NO. C0.1 L 0 VO V\� ^^0�,� V 00� Q �e CONC. CURB PARCEL ID: 061U)0-01-OA-005A0� c P-64" _ LANDS N/F CHAXU INC. DB. 2614, PCs. 073 0P \0Z ^ I RCEL ID: 061U)0-01-0A-00200 \ �\ I I LA S N/F ADRENALINE SPORTS LLC 11 USE: HOTEL / I STORY €1 / / P-53' I II cRass I D.B. 2244, PG. 354 II / MASONRY , / T-66' I I II II I USE: RETAIL 1 �j L/s / BUILDI p_ _ I / 1 ' coNc-culls = = _ _ — _ — — s -I� — — �� _ — coNc�cuB� HIGHWAY COMMERCIAL ZONE � � / —� � - _ _ _ _ — � � P T 36' i / P-52' -'L� -N 4�233" E L/s 280�J8� \ \ c L/s REBAR TO BE C-1 COMMERCIAL ZONE �� �/ // ' / 3:3r - - T \ — — — — — , 36- — ASPHALT T-36 — — — — PE'� �� \ \ \ \ \ P GONG GRASS / / \ L/S {y I 9 m \ PAVED /I11 I i / / / / T-3 T 6 PARCEL ID: 061U)0-01-OA-00400 — —/ III / / AULry ' ✓ / GRASS 1 LANDS N/F SNEOU-JONG CI-IIANCs 4 YUN LI / I ��r` // a D.B. 1548, PG. 031 / � I / I $� / \ ® PARG'EL. ID. 061U)0-01- -00300 56 - \ USE: RETAIL / III 1; I I i / vain®, ASPHALT LANDS N/F UNIVERSITY OF VIRGININIA�OUNDATION \ ASPHALT \ PAVEMENT / \ / DB. 3296, PCs. 514 \ \ \ PAVEMENT --463----- v v \ v 1 09 40'WIDE GAS MAIN EASEMENT PER DB. 411, PCs. 341 / / I 1 �� I/ / \ \ \ \ \ I / aCCEss/ - / C) / A i._BT J" / / � � V / � BASE — / ASPHALTCg PAVEMENT T-6" GRASS 1 Q / \ \ 462- I_ T 9 / GRASS / BENCHMARK I \\ I II \\ H �� ,$ GAS MAIN EASEMENT / �/� i� / 1 / / MACS NAIL I I I I I I // 43 HOLLY // PER D.B. 1694, PG. 113 / ���j1 / / / / / ELEV=461.45 / I I I \\ 1 �' �// �43' HOLLY 'ASPHALT PAVEMENT I STORY MASONRY BUILDINGGRASS T-45' / l APPROXIMATE '/ � / I / I �\ / N ,� i 7 11 �q� �� F / 14, - t/ �j7 q 7 - LOCATION OF / ' / I / co V v / 1 �,A w v_ I T�F0 4" 4,b 46 GAS LINES.Is GRAS GRASS T-40 (4)T-7\\ ca �� GRASS \ / GAS\ \ I \ I \ I / STORM MH ASPHALT / I \ \ POLE \ ' T-20' / I / RIM=465.96 �II \ PAVEMENT I /I / \\ \ ,� \ � 45' HOLLY j \ C IJAIF ER uA�U(/T I \� L�/Y / �� ` 4 HOI I RIM=456.64 SAN. MH (a) INV=444.14 (b) INV =40.14Li\ (b) 8 I (c) INV=449.34(c) / II ) \ VAULT � GRASS— �� 8" SAN \� \- f 8" SAN — - 8" S N - � 8" SAN — - I- - 8" SAN — —/`��� SA SAN. MH I 4" S — - 8" SLv -� T - — E 8" SAI� y \� I I �/ ttM MH I b 8 a � \ \ ASPHALT I TC1,0=464.8 7RIM=465.22 /PAVEMENT I REBAR TO BE , (a) INV=460.84 1 CONTRACTOR TO VERIFY cas, / \ `V \ \ ��> I I SET (TYP) I / T (b) INV=461.79 III I INVERTS TO ENSURE P0� �/� \ i� \ 12 SFaCES I SANITARY SEWER DEPTH / �s6, / \ cA \REBAR TO BE 0 I I I/ GRASS ' REBAR TO BED GRASS A �� J I� \ SET (YP) PRIOR TO THE START OF / \ POLE 9 \ STORM MH GRASS Li RIM=�¢0.50 ' PED / I CONSTRUCTION. SET (TYP) / — VAULT INV=453.5�I) / �HP — OHP /— -\ — OH�F - - — OHP— -�OHP - O A OHP - OHP —I O P— „- I IP I „ \ „` ^' UG WA1ER LINE PER MARIHIU-T (10- D.Q \ I II \ — — I � / i — ,—� STORM MH 10' W 10 W 10 V 10"W y _ - \ — — — --- - — — car- �/ \ RIM=466.49 �� 1 INV=460.07 Fill E! wi P.OB. 21" �P cONc. wALK _ - - - - - rt- - - S 40°I 1'40" W \ _ - - - - - - e u GRASS �9.I1 SIQRM MH , MAT - - - - \ 1RAFFlC l l) RIM=4S2.M1- / Re T I \ \\ \ �__���_ 21" �P VAULTS (a) INV=45382� / �� I _ rOUIT G STORM MH _ _ CONC. CURB W GUTIER= - _ -- -- - - - - - \ 16 05' (b) INV=45364 r p� I A=58.49' \ _ _ __ \ // R=50.00 I \ RIM=455.61 / _ — _ — _ — 2I RCP _ _ _—CgyCJYYd(K_ INV 451.34 / — — — L% y CH6=S 06°4659" W ' PARCEL "A" 364 S.F. cu — / \ 55 0' ROW DE ICATION O V D �� _ D� PERDB. 3891, PG. 110-1"11 �q� p, �O N 13 40'U)IDE UTILITY EASEI�eNT PER DB. 4-11 PG. 12 —� --�— — J S /tN_ TRAIL Al�A U.S. ROUE 29�- / VARIABLE RIGHT40E—WAY / S9 Ond AT) T — SPEED LIMIT 45 MP / 0ll GRASS MEDIAN -z- CONURB C.C===_--- GRASS ---- MEDIAN - -- -- G — G GRASS MEDIAN CRASS MEOW \1i SCALE 1 "=20' 1 NOR 0 20' 40' Z lb GLINT W. r Lic. N 154489 k* I/ 16/ 19 00i•.0. o -E [V p N u N � > E Lu 6 E ~ E � Q W u p U E LuLL —� LL 0 O C) Lu WC) C) C7 o z0�00 < W ra x � O 3 � t]VYo r° O o_ M _ U)I'D W O o O N o 4 m O ,--j00 O J O Lu z O U w z O W LY I DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT- SCALE 1 "=20' Lu J JJJ Ii V / LLJ C/) z a 0 O �- J Z Q� S Z Q ° O W U J Uwz m Lu a v) z x o w N O Q JOB NO. 42231 SHEET NO. CO.2 6 c a U c N 0 w m L 3 m 0 0 a C o_ T c m 0 a 43) U) a 0 c m t a c m m m n c 0 0 s 3 c ma Z) �O a rY o O 2 z mO sg 0� c � E o a 0 m � a o U 3 Z O O m �a x O .� r= 0 Q y o .§ a m c > Y cq m � 0 a0i o O U w i � N f4 O O _N U N c O � Ea O � U fa 06 2,0 m 0 Uz O C W o m U -0 =N U O O U @ O n .. ma � E I- L KEYNOTES BUILDING 4 PAVING �1 PIPE GUARD - SEE DETAIL 16 / CI.A DUMPSTER LAYOUT - SEE DETAILS 8,9,10, 4 11 / CI.A (D SERVICE DOOR PLAN - SEE DETAIL 15 / CI.A ® BOLLARD PLAN - SEE DETAIL 14 / CI.A �5 CONCRETE VERTICAL CURB - SEE DETAIL I / CI.A © SLOPE END OF CURB 4:1 07 NEW CURB CUT AND APPROACH. VDOT-STANDARD CG-11 ENTRANCE - SEE DETAIL ON SHEET CI.A. �0_ ® CONCRETE PAVING - SEE DETAIL 3 / CI.A. EXPANSION AND O CONTROL JOINTS - SEE DETAILS 4 4 5 / CI.A. MAXIMUM SPACING FOR CONTROL JOINTS IS 15' O.C. EACH WAY. 0��� ASPHALT PAVING - SEE DETAIL 2 / CI.A. �� 10 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) PARCEL ID: 0roIWO-01-0A-005AO o1 �VO P-64" / c—�RI'l 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.G. LANDS N/F CHAXU INC. J' \(� ^ 'f PARCEL ID: 061U10-01-OA-00200 D.B. 2614, PCs. 0-13 ' U W USE: HOTEL / P-53" II �A� II LANDS N/F ADRENALINE SPORTS LLC � `�1r 1L� HANDICAP PARKING SIGN -SEE DETAIL 12/ CI.A G.C. TO / I sroRY c`� D B. 2244, PG. 354 LDS �� PROVIDE ONE VAN ACCESSIBLE SIGN. MASONRY T-66" II II USE: RETAIL I / BUILpI — — — — — — — CONC. CURB 1 s taut. cuRe II 000NCRETE SIDEWALK - SEE DETAIL 13/ C1.,4 FOR SIDEWALKS HIGHWAY COMMERCIAL ZONE / �� T 3e PQ� LDS =T-36" AROUND BUILDING 2"14 ACCESSIBLE RAMP - SEE DETAIL 15 /CI.A - MAX. SLOPE 1.12 C-1 COMMERCIAL ZONE —II 4.2' 3 7' �- r ��' 3 PE PAD CG-2 °� (8.33%) ,MAX. CROSS SLOPE 1:50 l2mm%) TRUNCATED DOME _ II / GI,,ASS' / CG-6 18 �15 15 15 CG 18 a CG-12 TO BE A CONTRASTING COLOR. PAWD / 15 ® a ® 15 �S / 15 NEW LANDSCAPE AREA -PROVIDE 3" TOPSOIL SOD. SEE 18' SHEET LLm FOR ADDITIONAL INFORMATION R3 i PARCEL ID: 061UJO-01-OA-00400 — — �u®�` // R3' 10 e R3' '� a 1 / R3' 10 R3' 10 CG-2 R25 16 RIGHT -IN RIGHT -OUT ENTRANCE LANDS N/F SHEOU-JONG CHIANG 4 YUN LI , 24' 8' O R3 R31 6 D.B. 1548, PCs. 03-1 / /AtLLT&f 9 0412 X 25 LOADING SPACE USE: RETAIL / /� R32' SA SAN R3' 9 ' STOP �O N 18 LIGHT POLE -SEE DETAIL 19 / CiA O / 48 441 D R31 0 ,— 0 30 BAR 4 J 40'UJIDE GAS MAIN EASEMENT I G r I o CENER>4L NOTES PER D.B. 411, PG. 341 / �I R81 G-2 1 I CG-2 R5 a ° a ° � C R10' o O 1 d 9.2 1 a 15 G? 15 0 STOP I. PROOF ROLL BUILDING AND ALL PARKING AREAS. / ASPHALT / / / o SIGN NOTIFY THE ARCHITECT OF ANY UNACCEPTABLE / PAVEMEN� / 93.7' 1 R3' '� AREAS. R3 R20 c 2 � 2. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. 3- ALL SIDEWALK CURB AND GUTTER STREET PAVING, 8 4Oad R3' t_, // CURB CUTS, DRIVEWAY APPROACHES, HANDICAP GRASS PROPOSED 13 v 10 `m 6 RAMP, ETC. CONSTRUCTED OUTSIDE THE PROPERTY GAS MAIN EASEMENT / c��/ d AREA BENCHMARK AUTOZONE d 1�' �� I CG-12 MIME IN THE SIGHT-0 Y SHALFORM TO ALL PER D.B. 1694, PG. 113 / °� / lg O MACS NAIL 6,816 SF 71' o ti // U C P L A D/ORSTATE SPECIFICATIONS D / ELEV--461.45 / �' REQUIREMENTS. 1 STORY 24' 10 // Wq // 4. FOR AREAS OUTSIDE THE PROPERTY LINES REPAIR FUTURE R3 \ // W AND/OR REPLACE ALL DAMAGE DONE TO EXISTING N BUILDING ~��� 18 // Q)��ijQ // ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, ETC.) I STORY DIRECTIONAL O 18 I // AS REQUIRED BY OWNER AND/OR GOVERNING MASONRY BUILDING // ARROW (TYP) U 5' 5 12 15 Q, / // AUTHORITY. i / CRASS105 �// W� // 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE N UTILITY PLAN. (o. CONCRETE LOCATED AT DUMPSTER PAD, �/ / ENTRANCES, AND PARKING SPACES SHALL BE HEAVY DUTY CONCRETE. SIDEWALKS SHALL BE co 241 13 a 8' d '�, STANDARD DUTY CONCRETE. a& O 9 / 1 da ° 7 ISI ILITY OF ALL MECHANICAL EQUI MENT F OM CLINT W. 2 SWFF LET • I/16/19 ., 41#0#049* ft LnE N N 0 M > >_ -E Lu c ~ E� Q Lu DILL-� <0 z ujWro� O a l— W Lo �0U)CO <W fuX U V) U � 0 Lu 0 O Z = L o 0 7575 o > m o rY _Ico O J O W vi O C� O w > w L 0 Q z O DATE U)) 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • • SCALE 1 "=20' • DRAINAGE 15 ° 15 a °1qQ a 15 // / o R3' HE ENTRANCE CORRIDOR SHALL BE ELIMINATED. EASEMENT ° 3 d d�J 18'° ° a ///�� / // R5' R5' RT d ® ° ° °®� a // 8. ALL EASEMENTS SHOWN ARE PUBLIC EASEMENTS. CG-2 z - fig' 9'yl 3' 0 ° R3' QI�8'8'8' 9'I R8' ��/ IZ G G STORMWATER L5 R31 R3' O GRASS 24' MANAGEMENT 24, 2 Lu /MAINTENANCE R32'A&RHALT PAVEMENT / III / \ D EASEMENT R45' R3, GG RT `. CG-2 10 10 I / �� —=-- ---- R15'— — — -- -- — ---- -- — — -- --.e — 9 --------- --- /// �� I II _ _ 8' SAN — — VAULT � "SAN - 8" S N — 8" S N �- SA s I s 8"S —��--� 8'SAN---f 8"SAN— 14 18' ' \ \\ CG-6 7 STOP BAR 30 0 \ 18 1S ® GRASS / / \ 10' SETBACK 0 18 / \\ J J H� V ui SOP SIGN W W + 21.9� '� ED _ �� I O > — HP � — — — �— OHP OHP — OHP — OHP�- 6hP— OHP e // HP— — '„` ' UG. WATER LINE PER MARKDUT (1 D' D.I.) loll 10"W o —10. �V 10"W 10"W 1 W 10"W ��� "" - %/ � z 0 g /GRASS MAT �� O - 025 �- --=-------° - = — — =--__----- VAu�r� 580'SD — �///_ ��� \\ \\ � U D — — — — 7RAM( Q CG-12 16------=- __------------ L / io�e— — — — 6 6 CG-12-------__ _----- cav�waur—_ _ ��i — — GRASS — p �_ �� MONUMENT i R25' - — — — — — — cave CuRec SIGN — ±235' TO PORTION OF 10" DIP TO BE 305' INTERSECTION EPARATION GREENBRIER DR RELOCATED BENEATH PROPOSED - —STORM 'P1P 13 40'WIDE UTILITY EASEMENT PER D.B. 411, PG. 12 SEMINOLE TAIL AKA U.S. ROUTE 29 (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 MPH -------------- CONCCURB----------_ GRASS C RB=====_ _ — — MEDIAN CRASS MEDIAN A''° GRASS — G— -- — - MEDIAN — G— — GRASS MEDIAN SCALE 1 "=20' NOR 0 20' 40' w J J Q W Uwe En U) - w Q z 0 N 0 Q JOB NO. 42231 SHEET NO. C1.0 L L Notes: 1. Install expansion joints in the curb at a maxiimum spacing of 20' o.c. 2. Landscaping materials, grass, sod, mulch, etc. shall be flush to I" below top of curb/paving/drainage openings. ... NOTE TINS DETAIL ONLY TO BE USED AS NOTED ON SITE PLAN #=k 8" 6" Pavement surface IIH 3 III � • ' —__-— . ° IIIIII—IIII Compacte -I II II 1 5 top 4 bottom Subgrade NO SCALE 1 CONCRETE VERTICAL CURB SIGNAGE NOTES: DIMENSION 4 TYPE Pavinc I Area A B C D Drive Aisle 2" 2 5" all (oil Parking 2" N/A all (oil Asphalt Topping (SM-9.5A) Binder Cc (BM-25.0f Type 215 Aggregat Compactd— Subgrade NO SCALE 2 ASPHALT PAVING SECTION DIMENSION 4 TYPE Concrete Section A B C Standard Duty5" 4" see note Heavy Duty 6" 4" see note Dum ster/A roach Pad 6" 4" see note NOTE: Compacted subgrade should Ice as specified in soils report. 4000 PSI conc. D paving (min.) w/ m wire mesh G d Compacted Xa x x ° p Aggregate base n (type 21A stone cover) ° °. ,° _ U3 I C I —I I � I —III —III —III —III —III —III —III —III —III —I I Compacted Subgrade NO SCALE 3 CONCRETE PAVING SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 4 "X(O" 18'-0" CLEAR THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: Treated Pine 5' -0" enclosure N A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. over treated B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. pine framing o [Trash 0 FT—rash-1 � C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE pster $ L(0 pster L(0 $ CYD. u�, SPECIFICATIONS. I.p. Steel THE 2000 INTERNATIONAL FIRE CODE.6 Post e 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE � FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER A�Z 1�1 CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN Gates. See NOTE 1 ABOVE. detail, this sheet 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING SOLID WHITE LINE 24" _I(TYP.) iism I 12' VARIES STOP BAR DETAIL NO SCALE 20 STRIPING AND SIGNAGE DETAIL NO SCALE NO SCALE DUMPSTER LAYOUT 209 watt LED "D" series area light fixture one per pole. See site plan for pole and fixture locations and orientations. Light fixtures 1 and poles are 1 furinished by 1 AutoZone and I Installed by 1 Genera I 1 Contractor. I I Light pole base II cover -Install 11 over anchor 11 bolts 11 11 Light pole II base plate, 11 NOTE: This drawing represents the minimum foundation requirements± if more stringent drawing is shown in structural then it shall govern. 5" sq. steel pole bronze finish with 4 anchor bolts Note: Anchor bolts to be installed perpendicular to curb on single head poles. Rotate 45 degrees to diamond bolt pattern on dual head poles. High wind anchor bolts I "x3(o"x4" hook Standard anchor bolts a"xl7"x3" hook Levelling nut (4 locations) 3/4" chamfer Finish grade or top of paving, See site plan for location Greenstreak Paving Cap Seal Profile 0610 - See specifications for additional information. 13/8" zz N - z N 3/4" Sawcut joint - fill with self leveling elastomeric sealant NOTE: SEE SITE PLAN FOR SPACING REQUIREMENTS NO SCALE NO SCALE 4 TYPICAL EXPANSION JOINT 5 TYPICAL CONTROL JOINT Alemite 1610-13L 8" x 8" x 1/8" hyydraulic gqrease fii.tIr; to be gqusset plate (INSIDE ONLY) Top of wall elevation. See site or grading accessible for maintenance` I 1-1/4" OD. hinge 6" Ion g g All corners I a 3 O.C. plan II weld all around 4"x4" treated wood - I" x 6" x 1/2" to hinge 4 gate ppost at 6'-0" O.C. MAX. spacing16 / 3" x 7-I/4'w Gate frame 2" x 2" x 1/8" s 5/4" x 6" treated O.D. tube. steel tube Pine vertical boards Weld collar gate frame to Post. p welded joints Treated 2"x4" cant. 6" ID. pipe horizontal nailers gate post Concrete slab N NOTE: PAINT ALL GATE FRAMES 6" nom. I.D. 1 Finished grade varies. AND PIPES RED. gate post filled ° See grading plan with concrete NOTE; rounded top. III TURN DOWN 12" dia. hole filled with See bollard detail I I I I SLAB BETWEEN concrete Lug WOOD POSTS. 1' -0" 1:12 MAX tat MAX — WHITE STRIPE LU LU L HANDICAPPED 3 m PAVEMENT 41'f 4" SYMBOL (TYP.) 2" (SOLID BLUE) NO SCALE HANDICAP PARKING DETAIL 5/4" x 6 square ed ed treated pine boards with 1/4" gap. Screw to frame Latch detail, with galvanized or See deta i 13 sta inl-ess steel screws IS'-0" CLEAR 8'-III/2" 1" �. 8'-111/2" NO SCALE NO SCALE e DUMPSTER SECTION WOOD 10 GATE DETAIL FOR DUMPSTER ENCLOSURE Handicap Sigqn as required by Local ana State ordinances mounted on face of building. HANDICAP Greenstreak NOTE: ADDITIONAL SIGNAGE #632 6. MAY BE REQUIRED (FINES PAWIW3 ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ GOVERNING AUTHORITIES %32 1/4" 6x6-W1.441.4 W.W.F. radius 2" square tube with Paving max. SLOPE 1/4'' per FT. closed top. (TO BE USED ONLY IF SIGN IS _ ° X 4 X = x x — o NOT BUILDING MOUNTABLE) ° z = - X °° 3 1= ° a ° ='I °L Comp. granular fill III Y _ _ llli J II i See Specifications N -III=III=1°Ell III= Buildin IIIIIIIIIII IIIIIIIII- 8 founda-Clon -III III= Note: 15 continuous T. 4 B. W =IZ-1 �° I Dimension Height = Mounted on face of building. 60"-12" above sidewalk Mounted on Pole off building. NO SCALE 80" minimum (Clear head room) 3/4" = 1'-0" 12 TYPICAL HANDICAP SIGN 13 TYPICAL RAISED WALK SECTION Rolling overhead steel door (See plan and details) Line of block 6'-o" Pipe guard Door opening see Beta i I this sheet Smooth plastic red Sleeve. See spec. 6" Steel Pipe filled wl conc. Top of T paving I' (04 steel pipe set in 104 hole filled with concrete d 3" gqranular base Electric conduit CENTER PIPE GUARDS 1.6 at Eottom of hole NO SCALE NO SCALE ON EDGE OF OPENING NO SCALE 19 20' TYPICAL SINGLE LIGHT POLE PIPE GUARD @ SERVICE DOOR 1& TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20'-0" ca. MAXIMUM 4 SPACES a 5'-O" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN S E LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE SCORINGS PATTE DUMMY JOINT( TYP.) UI L U1 cD 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT W > SEE SITE PLAN FOR CONTINUATION PLAN VIEW CURB OR GUTTER LINE NO SCALE lg CONCRETE SIDEWALK Note: I�• I I ' 11 Rub I I concrete 1 a f base smooth °. III II° . all i �� I � IITf w III° I I. — — .I °. iIIII . °. 24" dia. concrete base. Min. reinforcing 4 05 bars vert. 4 1 03 ties eq. space a w Sealant ° °, w —1 I —I -' 1-1-1 'll� III W IIIIIII a a El lu Z m 8 4"f 4" of parking 2" hinge 6" le. UT II II 1 -1/4" 6" MIN O.D. tube III I collar I I I field Cane bolt welded See detail to ate pas 1.6 space NO SCALE i INT'L BARRIER FREE SYMBOL NOTE: MOUNT CANE BOLT AND Cane bolt GATE LATCH ASSEMBLIES 7 guide (2) THROUGH FACE BOARDS �11 steel tube Cane bolt 3/4" INTO STEEL FRAME Vcold rolled steel rod. Drill 1/8" hole in fop of slab slab. Size to fit bolt. CANE BOLT 8 1/2"x2"xl/4" 1" GAP1 1/2" washer welded to 3/4 bolt latch plate with rounded edges Latch plate3/4" 4" washer 4 bolt handle le welded to 3/4" bolt bolt for stop STRIKE ° stop bar 1-1/2"x6"xl/4" bent FRONT late strike with SIDE 1-3/4" dia. bolt through frame DOUBLE GATE LATCH NO SCALE 11 GATE LATCH / BOLT DETAILS 15 CIA 41. —W —ice -- --- -- -- --- -- -- — 1'-01/2" 1'-01/2" F-0" F-0" F-0" 5'-0" 1'-01/2" 1'-01/2" 1'-13/8" 9'-5 1/4" No SCALE 1.4 50LL,4FF_) L,4-T-OUT FLa,4N - ro5w2 cinrwei v 314 TRUNCATED DOMES e PAVEMENT LANDING AREA GROOVE5,1/4"-3/4" WIDE AND 3/4"-2" ON CENTER, ARRANGED 50 THAT WATER WILL NOT ACCUMULATE. 5' V 5' MINIMUM I r SEE 51TE PLAN r NOTES: CROSS SECTION 51DEWAL I. RAMPS SHALL BE PAINTED THE SAME COLOR AS SIDEWALK STRIPING AND THE TEXTURE SHALL BE RAMP EXPANSION JOINT MATERAIL BUILDING ADJACENT TO BUILDING (TYP.I o00000o 0 0 0 0 J� 00000000 0 0 o 2% 0 m m 5' 1:12 0 0 0 MAX 0 1:12 5' N MAX 0 0 0 0 MAX m 00 1 00 1 r 00000000 Z 00 0000 0 0 0000-0-0I 5' MINIMUM 'j- 6' 1 r _ LANDING Ott 511t rLAv AREA PLAN 1i CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT 4" 8" �a 8" ROLLED GSRAVEL BASE SECTION A —A LANDING AAA SCORED GROOVE5. 2. THE BOTTOM OF THE RAMP SHALL HAVE A MAX,1/4" LIP. 3. CONSTRUCT PER ADA STANDARDS. 4. IF MAX. SLOPE OF RAMP DOES NOT EXCEED 1:20 THEN NO COLOR OR TEXTURE CONTRAST 15 REQUIRED. b" X 6" WI.2xWI.2 WLF DUMMY JOINT SEC-650L 1/4" n R=1/a" 1" DUMMY JOINT r19 SW v Lic.'N-.i#1180 CC is �.k, 7/ssy 16/ 19 11111#*404 Ln E lV N 0 N � > E w Q W v Ly z �o�� C. 0 LU W D �a a z0�n� �W �x U Cn o° U o a o �„ Z Ln o L � ~ vo 5 mo w 1-1 O J o LU vi 0 0 0 w > L w U z 0 DATE cn > 121-1 0711612019 0 DRAWN BY A. FONTAINE } • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • • SCALE N/A • moUJ J F� r>^ V J UJ 0>0 J_ J�/ ~ Q I:e O ~ U W w Q J °C W Uwe m WJ Q z O N O D JOB NO. 42231 SHEET NO. C1.A 0 N L) 0 0 y 0 0 2- 0 a 0 0 3 �I ■ IIII� A SLOPE TO DRAW TO IM 9 O OUTLET PIPE \vLf SECTION A -A LION BETWEEN PIPE DTA4ETERS WHEN ° METHOD OF TREATMENT IN DROP IN; DIFFERENT SIZES OF PIPES ARE ENCOUNTERED \\\ • „�A/ TES� NC PING OF MANHOLE AND MET INVERTS /N ACCORDANCE WITH SH, ' DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED THI.' f SLOPE TO DRAW / 'LANS OR WHERE INVERT OF PPF lS ABOVE INVERT O ON I TO INVERT OF '[TUNE. STRjI OUTLET PIPE )LE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / 'ORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. IN AC✓/ VERT SHAPING AS DETAILED HEREON IS TO CONSIST O A THE II ND CEMENT CONCRETE MIX CONFORMNG TO CLASS A3 OR -IL, 49f 71, EXCEPT THAT 251 OF COARSE AGGREGATE MAY BE CLASS f" N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v UP TO CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE BROKEN LEFT SMOOTH BY MEANS O HAND TROWELLING. NONE SHALL B �l 'OARSE AGGREGATE SHALL REMAIN EXPOSED. OF THE 4 , 4 IN SHAPING AS SHOWN HEREON ARE FOR EXAMPLE DETAILS ° DNLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED PURPOSES- �• - Y TO BEST FIT 7HE PARTICULAR INLET AND OUTLET INDIVIDUALL ON AND FLOW LINES. CONFIGU7A SECTION B-B PLAN Z=E�Vj'1 ME�T+H�/O�D/�O/�F/ TREATMENT IN MANHOI LES [•T AAAf1 Af y MYL/Mr1 ? / l-7VLJ Vr �onmr/lYV S -j 1 /CTL IIERENCEN ROAD AND BRDGR STANDARDS J MANHOLE & INLET INVERTS SHEET i O 1 REVIS/ON DATE �2 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION PB-, NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF LL TOP OF FILL Fl GROUND LINE = GROUND = GROUND LINE s -LINE-- ''I-11- ll- rrrrrr r,�rr 11- ll , ll- ,, _ 11 Tl r� rrrr 11 11 � l- 11 _ ll-Ill-1 rrrrrrr rrrrrr 11- lrri l„ l i rrrr err _ 1Cll rill rrr l -Ill-" _ Il-ll rri rri 1. _ -1 E1 / rrr rrr 1. ll �r l/� rrr rr ll N ll� rir r/ l 7 rr rr EARTH + -Ill y + r lj- ROCK OR ,. _ ll r d r l� d -EART UNYIELDING o II SOIL BEDDIN MATER! � I� l�ll�ll-Ill 11 �I = o MIN. I �I1 /I l-lll�l_lL 10 D 1/10 D MIN MIN. 1/10 D / X D X BEDDING X X BEDDING X D X D MATERIAL MATERIAL 2" Pl ER 1' OF H M/N.8 FOUNDATION SOFT, YIELDING, i''MAX. 24 ,R MAL EARTH FOUNDATION ROCK NC/ON OTHERWISE UNSUITABLE MATEFOUNDAI?IAI PIPE PROJECTIOI GROUND LINE V ABOVE IN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x 0 x D MIN. 1.5 x D I MIN. 1.5 x D MIN. U' 70P OF FILL / OF FILL /- TOP OF FILL ` TOP - rrrrrr, - - rrrrrrr ✓rrrrrrrrrrrrr� - - : r rrrrrrr rrrrrrr • rrr � rrr • r, rrr r - :•rrrrrrr rrrrrr : - - - - - r - rrrrrirrrrrrr rrrirrrrrrir. -' rr rirrr : r - rir� •• = rrirrrrrrrr� rrirrrrrrr� n = � rr rr : ••�} _ �, = rrr rrr :%i ::•::� r - s rrr ri : r = rrrrr/rrrr rirrrrrr� GROUND + r d r GROUND � _- rr/rrrrrr d rrrrrrrrr 'D ' - GROU o LINE o - 'LINE o N _ _LINE ll/ ll ll--Ill l/ lI a EARTH - - ll ROCK OR MIN. 1/10 D X D X - BEDDING WIN. 1/10 D _/l_ _I UNYIELDING / _ _ - 71 - _ _ 7//E// /" PER SOIL MIN. i/f0 D `~ MATER/AL i" OF H X X .o BEDDING 'Ic_1-ARTH MIN. 8 ", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, )R RMAL EARTH FOUNDATION ROCK h9ATION OTHERWISE UNSUITABLE MAT FOUNRIAL E BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE E NOTES: .MBANKMEN� SPECIFICATIONS. FOR GENERAL NOTES ON PIPE 7ING, " BE CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE C/ IS UL VE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERA[ 5 -NOT SPEC/FICA TIONS. ON SHEET 107.00. R ILL MATERIAL IN ACCORDANCE EGULAR BACKF OR PLASTIC PIPE CLASS I BACKFILL MATERIAL W �r�ri U2 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING 9TH SECTION . TO TH ACCORDANCE WITH SECT/ON 302 OF THE ROAD S ® SIZE REQUIREMENTS FOR CRU.`PECIFICATIONS. y SHER R D BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 25 / MAY BE R ALL OTHER PIPE REGULAR BACKFILL MATERIAL F USED /N PLACE OF CLASS I I BACKFILL ACCORDANCE WITH SECTION 302 OF THE ROAD IN BRIDGE SPECIFICATIONS, AN SOT • , r+ r • I r r 11r r+ r i r+ r SPECK , „ /FICATION //V'3 I ALL , ur rlrt c, UL V t'h / Ju J I c1kAi Jt wt KJFER£NGE ROAD AND BRIDGE STANDARDS SHEET I OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" '.02 107.01 07/I2 VIRGINIA DEPARTMENT OF TRANSPORTATION 73 (D/MA IF :'T-1 #4, GRADE 60, REINFORCING ROD ENC,4 D /N 4S1 A CORROSION RESISTANT ROWER OR HER 01 NO. 6 GALVANIZED STEEL EP MATERIAL APPROVED BY THE ONMEESj R. (DMENS/ON MAY VARY WITH MANUFAC ERIS TUR DESIGN) CORROSION REST! STAN MATERIAL dP N rI4REINFORCING RC ID TYPICAL SECTION I ti, • NOTES I STEPS WILL BE REQUIRED /N ALL STRUCTURES WITH A DEF 7F 'TH 4'-0" OR GREATER UNLESS OTHERWISE N07FO ON THE PL ANC. m �f ALL STEPS SHALL PROTRUDE 4Yy" FROM •INSIDE FACE O i :..; ..., STRUCTURE WALL. I �': �• �' a, MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHALL. WITHSTAND A MMUN FORCE O 300 POUNI DS 1NHEA EXTENDED 4/p" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UVFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE, IN PRECAST UNITS STEPS MAY BE CAST IV PLACE, MORTM ?ED INTO HOLES PROVIDED BY TIE FABRICATOR, OR DRIVEN MINIMUM C :MBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFTrTI01V OR MATERF 3" IALS FROM THOSE SHOWN MAY ALSO W USED PRO✓ACED HEREON AND TREY MEET THE MINIMUM REQUIREMENTS SHOWN THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS ND CERTIFIED TEST REPORTS OFTHE PROPOSED SUBSTITUTE ID HAS A RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR TI USE HE O SUCH STEPS ALL STEPS INSTALLED SHALL BE PROVDED WITH SLIP-RES VT UST/ OSURFACES SUCH AS BUT NOT LIMTED TO, CORRUGATED KN :0, /URL DIMPLEALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE W 1I7H ASTM B221,ALLOY 6005-T5. AY THAT PORTION OF THE STEP ENCASED U/N MASONRY STALL BE NIFORMLY COATED WITH A BITUMMIOUS, SOLVENT TYPE, A 3EESTO > HALED ALUM/NUM PIGMENTED COATING CONFORMNG TO FE( DERAL .Q SPECIFICATION TC-C-00498A ALUM/NUM STEP SPECIF/CATiON 1 STANDARD STEP ROAD AND BRIDGE STAR DARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEE' 1 OF 1 1( 09 ) CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOW/NCI HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUAT E YARDS) CURB WHEN REQUIRED (CC-2 OR CG-3 IN LINEAR FEET) 1. THE GENERAL DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF�THELE WARNING ABOVE ITEMS SURFACE A( SEPARATESQUARE P Y ITEM AND SHC D )U .. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12�1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 481 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPEC/AL DESIGN SECTION FOR APPROVAL. l SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 3. 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 4. 8 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10°7 MAX - 'RECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. EOUIRED BARS ARE TO BE NO. 5 X B" PLACED 1'CENTER TO CENTER ALONG 5. F TYPE A )TH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM B PERPENDICULAR 'NCRETE COVER lYZ". C1 ?B / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6. CU v Y 1-M INCLUDED /N PAYMENT FOR CURB / CURB AND GUTTER. AR!5'MlN ? RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECT E 7 CUR t2.r1� -D HE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER BY 12+1 MAX 'S "CESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY AN A 'ES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSE[ CROS ), XI T T THEY T A7 WITHIN PEDESTRIAN R OR M NE S EN . E MUST BE LOCATED W N IDES N CROSSWALKS )WN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT AS SH TYPE B TS,EDROPHIND INLETS,HICLE ETC. ACCESSIBLE ROUTES LIGHT PROVIDE ALEC'ONTINUOUS FIRE BYDRAA PARALLEL ?UCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL UNOBST ?LE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ACCESSI 7 BY PEDESTRIANS. AND USE Y BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 8. RAMPS M 'D _12 IVY OPENING lS PLACED WITHIN THF_LIMLTS OF THE CROSSWALK AND _. T1iE. CUR PI"'.+ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS ` PERPENDICULAR TO THE CURB. 5 ,MIN ,•V xx 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAOIICANN07 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT )K , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH, EDGE OF PAVEMENT ). WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, i AT )K)K , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. n TYPE C WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (OIAGONAL7 A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME %n ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 12 <o 1, 6"-2.4" C-C CURB A7 ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -�' o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z A40DIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH HE BACK OF CURB. - - WOOOOO OO O O O OO - `� LANDING RAMP U O O O O O O O O O O O O O O + a O O O O O O O O O O O O O O O N <v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �50%-65 IIAME TER iX OF BASE L l' -1 Tp 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 )P DIAMETER N E WARNING o DETECTABt c CURB (_ ( AT BACK C Z. ' AB S SEE NOTE / VARIABLE FULL WIDTH OF RAMP FLOOR _ ,E DIAMETER PAY LIMITS 7ETECTABLE WARNING TRUNCATED DC )ME DETAIL /N DETECTABLE WARNING 5TALLED ON A RADIUS DETAIL DST r _ l L L / AV . `,1, �] /� fit' ` I /� L SPEC YFICATION ROAD AND BRIDGE STANDARDS `•' G - fL L)L l L c•' 1 ,&L L - AH' • 1I y `•' - `� �' ` r ^U L REFERENCE SHEET 10F 5 REVISION DATE !GENERAL NOTES) 7s 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION )2 5 203.05 CC-12 A *5 DOWELS, 8" LONG 'rl PERMISSIBLE AT 12" C-C � NT TRUCTION 5'MIN, JOIN 12-1 MAX N B 12:1 MAX ,n I RAMP RAMP (SEE TAB, EI A (SEE TABLE) TRUNCATED DOMES SEE SHEET 1OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB URB 48 1 MAX BACK OF: -'WITH BUFFER STRIP ��-- 48 1 MAX 20" 1 " � S' MIN 17:1 MAX. _ X. MIN SECTION A -A TT I W/TROUT BUFFER STRIP r = 1 PERMISSIBLE _ ,• _ Y Q / JOINT Rw 1 rvry � 3 I cuRe cl _ SECTION B-B 1 z. CROSSWAL K I] 1I'� - A TS1 E R£ 1 LANOL OUTSIDE OF TRAVEWAY CROSSWALK CURB °.� SHALL BE L 4R CRO FOR )TES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, A PERPENOIEI A cROsswu SEE SHEET 1 OF 5. s } R SS IRE I MARKED fa N CROSSWALK AREA THE REQUIRED LENGTH OF A PARALLEL RAMP ER TYPICAL PLACEMENT cuRe IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION s•SIDEWALh TRIP SL OPE. WITHIN CROSSWALK TYPE B PARALLEL LANaNG 48: DIAGONAL PLACEMENT :I MAX, APPLICATION SLOPE LANDING 48:1 MAX LAA®NVG 48 (. :1 M MINIMUM RAMP LENGTH _ SLOPE SLOE DADWAY GRADE IN FEET - F CURB - IN PERCENT 4" CURB 6" CURB � �MAX IN � C URB o ®r=-M" 5 b 0 4 6 N t4` _ CROSSWALKJ�"I = 1 5 7 ,A _ ° CROSSWALK Rz:J 3 6 9 4 8 12 GRASS �/ /7 OR CURB lI N // CURB 5 10 15 CONCRETE 0 s 1 14 15 WITH BUFFER ;TRIP WITHOUT BUFFER STRIP _ }, ��,'++�f C _ �1 (� r1 _ _ .%F/CATION T 4 ., `�t✓ (� r I L Ut / L' l /•'AUL L' "W H/ \ I V I'V V J UI'CI� AL t SPECS r a REFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 of 5 REVISION DATE TYPE B (PARALLEL) APPLICATION os 07/16 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 72 5 STANDARAD SL-1 FOR APPLICABILITY O SAFETY SLABS. SEE B STANDARD MH-1 NOTE - FRAME & COVER THE TOP O MASONRY ,S FT Sl1FFIClENTLY LOW TO PEF ER L ADJUSTMENT OF COVER AN TO GRACE BY THE USE OF MC BRICK AS DIRECTED BY TH a %a 2'-0" o _ ir n FLAT SLR - SAILED n ON STAN RAY BY SE 0 ) BY IONU THE ENG STD. ST-1 / A /z., o.. fA % HALF PLAN VIEW A H-1 TO BE LE B ?MIT PROF 70 FRAME TOP AS DE D T-MI-2 A FOR TAPEI N APPROVER PEER, HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES _5• I. OUA&T/T/ES SHOWN ARE FOR M, ANHOLE WITHOUT PIPES. THE AMOUNT ! DISPLACE BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES OBTAIN TRUE QUANTITIES 2. A BASE THICKNESS OF9" WAc USED IN TH BRICK MANHOLE CONCRETE COMPUTING CONCRETE QUANTA ES. DEP - MANHOLE J. INCREMENTS TO BE ADDED FOfJ EACH 5.5�Fn BRICK CONCRETE CONCRETE A001TAONAL FOOT OF DEPTH. I THO(USANOS CU. YARDS CU. YARDS FEET CONCRETE -� o 0 0.5 0.78.5 L437 4. MATERIALS MAY BE BRICK CON-- 4--ETE OR I FOOTING ~ 0.7 0.785 1.699 APPROVED CONCRETE MMNiO�LOCK. 0.9 0.78.5 1.961 5. IF BLOCKS ARE USED TIE UN 6 / MU TUCKNESS O SAME IS TO BE 5' LO 0.7B5 2.223 OTHER TUCKHESSES ARE TO l 7 'ORM 'ON _ 12 0.755 2485 TO WALL THICKNESS SHOWN F 8 OR 1.4 0.785 2.747 CONCRETE. 9 DIAAETER-4'-8"+(2 x WALL THICKNESS) 'O LB 01785 3.009 8. ALL CONCRETE TO BE' CLASS 10Al 1.9 0.970 3.455 11 SECT/ON B-B 2.2 0.970 3.B17 7. WHEN SPECIFIED ON PLANS Tiff 12 E 2.5 D.970 4.179 INVERT IS TO BE SHAPED AV f3 BRICK CONCRETE OR 2.6 0.970 4.541 COS F 1 14 NIACIN CONCRETE BLOCK 3.f 0.970 4.903 FURNISHING ALL MATERIALS /NCDENTAL TO 15 THE 3.4 0,970 1 5.265 SHAPING /S TO BE PICLUDED /A16 !THE 4.0 t173 8.032 PRICE FOR THE STRUCTURE, 17 245 0.582 INCREMENT SPECIFICATION l% .... _AfRvHULE ••I- Uh' rlrcxnr I 7. --u4t3' Ply ZVL VLM IS ROAD NO BRIDGE STADARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEE7 1 OF 5 1l of NOTE: WHEN A PEDESTRIAN ACCF ,, ROUTE _ CROSSES A COMER[, EH RANGE J7 THE CROSS SLOPE SHALL E 2% FOR E / Y / A WIDTH OF 5 FEET. A / -STREET APPROACH SAME S "ACING GENERAL NOTES •URf (RADIUS TO BE AS a C C AS MAINLINE ROADWAY (SE )TE 3) E N( SHOWN ON PLANS) vi / 1. WHEN USED IN CONJUNCTION WITH STANDARD CC-3 _ _ _ _ _ _ _ (RAC 0 BE AS OR CG-7, THE CURB FACE ON THIS STANDARD /S TO NUS SH( )N PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB ]WN CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) L - - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE B 8 � SlE _ USED WITH THIS STANDARD. )EWALK /SIDEWALK w / (SEE - - - - - - / OPTIONAL SPACE UNPAVED NOTE 5) � 3. MAINLINE PAVEMENT SHALL BE CONSTRUCEp TO THE N FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION - ----_7✓ - f--- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE ANSION r° EX�EXPANSION OMITTED IN THE ENTRANCE.) T / JOITJOINT q RADIAL CURB OR COMBINATION CURB AND GUTTER 0 4 SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE WIDTH "B" 2'-0" OR AS /cJ MAINLINE ROADWAY NOT EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE % TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) / WITHIN THE LIMITS OF THE RAOI/SHOULD BE �Z d�X (^^ INCREASED TO 7". (SEE CG-13) D "-"EDGE AL FLOW GRADE CHANGE - - - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLO_ W OPTIONAL FLOW LINE ® - LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROS- ;S (SEE THE ENTRANCE. MAINLINE ROADWAY - - - - - - - - - - -NOTE 7) - 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES - GRADE CHANGE - - - "D" ARE LISTED /N THE ALLOWABLE ENTRANCE GRADE - O TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET' CONNECTIONS. 5' MIN. l l F 20 MNMUM OR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CC-11/S USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS F TH V T ROAD DESIGN MANUAL INCLUDING STOPPIN( SEC TION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A -,-) 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. B ALLOWABLE ENTRANCE GRADE CHANGES GRADE CHANGE CLASS A3 - e: , e: ' ° °" ^ ENTRANCE VOLUME (HE.S) ' . o; ° • ° ' °• - - DESIRABLE MAXIMUM CONCRETE ' ° • " ° • • °' HIGH MORE THAN 1500 VPO 01 3 % MEDIUM 500-1500 VPD 5 3 % 5 % SECTION C-C LOW LESS THAN 500 VPD 56% 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE 15 NOT APPLICABLE TO STREET CONNECTIONS ^ T _ SPECIFICATION _ %V=T c^ r a r r ...... ,•. Mt / I-�17 L) UF OVE A I Mt IV I ROAD AND BRIDGE 57AI JDAR05 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) RfvisloN on7f stiff of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 2: r.04 0 !'G�6 NOTES 1. THIS ITEM AfAY BE PRECAST OR CAST IJ PLACE. 2. CONCRETE TO BE CLASS A3 /F CAST AV PLACE, 4000 PS/ F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE O CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRAVID DRAINAG LAYER, THE BOTTOM OF THE CURB & GUTTER SNAIL BE CONSTRUCTED PARALLEL TO THE SLOP OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE O CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN /N APPENDIX A O R THE ROAD DESIGN MANUAL IV THE SECTION ON GS URBAN STANDARDS. _ o ' 7 • n e s e o o > o o n o O O - - - - - - / / THE BOTTOM OF TIE CURB AND 6 l 1 0 PARN1E GUTTER ATO THEY BE SLOPE OFD /f� SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH O 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. SPECIFICATION 1 REFERENCE COMB/HAT/ON 6" CURB AND GUTTER ROAD AND BRIDGE STAR DARDS 105 REVISION DATE SHEE' 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 '.03 0 DI-1 Yp SECTION CAST IROP % SECTION STEEL NOTES //{���� 2'-7" _ LUGS TO /_ p_y '. L 2%" 1 -4" x %" 1. LENT. OF INLET (H) TO BE SHOWN 'U J CAST TO / f0'-4" LONG COLLAR B STARD FORDEPTHGREATER THAN 'USE 1L A - - A I 2. THE "H" DIMENSION SHOWN ON THE - STANDARDS AND SPECIFIED ON W INS PL, WILL BE MEASURED FROM THE INVI )F ER v n CA' 1 GALV. ONE WELDED THE OUTFALL. PIPE TO THE TOP C5T F THi L N n IRO STEEL JOINT STRUCTURE. PLAN Fl" DIMENSIONS WARE APPROXMATE LACY FOR ESTIMAT(N I /G OPTIONAL 66 WELD ALL PURPOSES AND THE ACTUAL D/MEN+ SIONS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE BRACE RIBS 3 L TO COLLAR CONTRACTOR FROM FIELD COADIT/CBS I )NS. INCLU' �ICLUDING J. WHEN SPECIFIED ON THE PLANS TIDING' I JE LUK INLCT INVERT IS TO BE SHAPED IN ACCCSS AOl IRDANCIE ° WITH STANDARD IS-1. THE COST OF FUANSHING AID PLACING ALL MAT[ I =RIALS 2,_7„ gI/.. INCIDENTAL TO 77f SHAPING IS TO--1- 1 BE INCLUDED IN THE BID PRICE FOR T HE I STRUCTURE. I 4'-2" �„ X ly„ x 4, J /z.. X ,1„ 13L� LUGS gF/z' STD SHEAR 4. IN THE EVENT TFE AWERT OF TTiMp'fy" �� (GRATE REMOVED) I �� CONNECTORS OUTFALL PIPE /S MGY-ER THAN BOTTOM OF THE STRUCTURE, THE �WF1NT 1 SEE DETAIL A OF THE STRUCTURE SHALL EE SH �'ED if -�•f" WITH CEMENT MORTAR TO PREVEN-T SE, 1 ST LIRE. �If AIRING WATER CTION B-4 " COL L „" TIRMN RAISED AND PLACP/G ALL MATERIALS MCILAR DETA� EN7 `r r " TO INLET S•14PING IS TO BE INCLU UDEI 2/ ING /N THE BD PRICE FOR THE STRUC' TURI DIMENSIONS FOR DUMP NO WASTE 4TERWAYS 5. STEPS ARE A BE PROVIDED WHEN DRAMS TO W N H I 4'-0" OR GREATER. FOR DETAILS . SEF / sraAOARD 5r-1. C TAIL B 6. THIS ITEM MAY BE PRECAST OR C� AST- DETA/L A 2 6 D 7 IN -PLACE. "I SEE DETAIL B 7 #4 X 8" SMOOTH DOWELS AT 4'-2" HARDWARE CLOTH 1' APPROXMATELY 12" C-C TO BE ' 3' 2'-7" -'I I PLACED N ALL AREAS ADJACENT /-4" DEPTH ACGR. „.„ TO ABUT77NG CONCRETE TO PREVJ---- ENT ww#a 6- OR WIDTH �QQ N SETTLEMENT. NOTCH MAY BE PROVIDEDQQ '. L`'I'V' EL Q• d • n • N _ SEE STANDARD T-DI-3, 4 FOR a s a IE A• o 3" DIAMETER AL TERNATE DESIGN. vio mn D. COLLAR SWEEP EE NOTE 8 m 8. 3" OIMETER WEEP HOLE INfTH 12 QQQ11 z zz =U PLASTIC HARDWARE CLOTH ME` Uf fl j////7777 N OR GALVANIZED STEEL WIRE, AiN11A ER 4///7 f J ion 1?"-15"-16" OR 24" = Q�N�QQQ��Q HARDWARE WARE ECLOTH ANCHOREBD FfiMLaIIQaf IY TO THE OUTSIDE OF THE STRI/CT�aLIQQaL E • D' A. d • m �l/7 9. CAST IN PLACE CONCRETE /S TO f 3E 0 d o n d o CLASS A3 l3000 PSl1. PRECAST CONCRETE IS TO BE 4000"/' SECT/ON A -A �' -� V. ANY ALTERNATE METHODS O -A HORN SEE DETAIL B/s`�/ MEETING THE APPROVAL OF THE E /c7i NG(NE TIE QUANTITIES FOR MIN. DEPTH CONCR MAY BE SUBSTITUTED FOR THE C MI isr fR LUGS AS SHOWN HEREON, ONCRETE PIPE - 1.440 CU YD. CCNCRE TE 12.. APPROXMATE WEIGHT Ififflyliffi ONCRET£ PIPE - 1,528 CU, YD. CONCRETE >'/ ,5" C" CAST IRON 11. DUMP NO WASTE DRAWS TO WATER„ /I,y, RWAY )NCRETE PIPE 1.620 CU. YD. CONCRETE - ig„ GRATE 3fiJ _ 18 LBS LETTERING !S REOUREO ON ALL OI �/ 1 7NCRETE PIPE - 1,817 CU. YD, C04CRETE S/ 24 CC SECTION D-D VARYEBY MANUFACTURER.ATION TTER/NG ECTION C-069 MAY VAL FOOT OF D DEPTH. ADD DETAIL GRAT LOT _ •• � • • J / URr)t- INL t l SPECIfTcarroN ROAD AND BRIDGE STANDARDS R�ERENCE SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE-- MAXIMUM DEPTH (H) - 10' 33 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 72 3 6i9 i�:�y�:�rrN��rr�:�nr.�•r.�i.�ix•rrr•�.�i�f•�rr�c� WHERE A SEWER SERVICE LATERAL CONNEI o TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVI LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' Hl1 7 THAN THE 7 OP CROWN ELEVATION OF THE THE LOW! lPE CONNECTED 0 E MANHOLE. 1 -WER LATERALS TAPPED INTO AN EXIST Ih' 2. SUER MAIN SHALL CONNECTED USING A PIPE SADDLE. BE IMUM GRADE FOR SEWER SERVICE CON P J. MIA SHALL BE 29 ZA " PER FOOT) (0 SEWER LATERALS SHALL HAVE A M/Nll 4. ALL -R 2' MIN TER OF 4" DAME -WER LATERALS SHALL HAVE A MINI! 5. ALL Se -CT /•1C Z C -77w WE O'O " SALT- TREA TED FINISHED 'OUND 2 x 4 MARKER PLUG END OF - MAIN L SERVICE LA TERAL SEC IN LINE WYE- SEWER SER VICE L N. FIG. L NOTES - I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 F CAST /N PLACE, 4000 PSI F PRECAST. J. CURET HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CLOW. 4, THE DEPTH OF CURB MAY BE REDUCED AS MAUCHI AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP O A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN NO ADJUSTMENT AV THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IV APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, IN THE SECTION ON CS URBAN STANDARDS. AN IOF CTION I COVI COVEA 70N PL, CONNECTION LTERAI S-2 411 2" R D.� 'D,e D• A.; A. a a w D. w 'D.'D e . • , n . • SURFACE i ,Q,•eQ, D; 'A'; D BASE 4;'A.;'D •eG •eG . SUBBASE 8" TABLE ALTERNATIVE ACC CLRiB IS EXTRUDED if SP£pFICATI_ON REFERENCE ST A?VDARU 6" CURB ROAD AND BRIDGE STAR DARDS 105 REVISION DATE SHEE 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 101 2 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) L� J" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE NOTE: CLEANOUTS IN PAVED OR CONCRETE SHALL BE TRAFFIC RATED. CLEANOUT DETAIL No Scale ■ Ir ■s CLIENT W. �# *C SI3UVF1,FTT 4 L ir. NO` .4 1Ap l�IM+ /r*004# 04V 4�M Ln E N N Ou N C E E LU tz- Q W c] p U Lu LLLL af <o(D-1 2! CD I LLJ 0- a - O z p In � - a r X QLu U U) Y LL_ � O ra CD Z Ln O = U) I'D (L) CD 6 O W CO CD CO (D J O Lu L» O O L1_1 w > w = Q U Q z O (1'I 0_1 O i CL DATE 0711612019 DRAWN BY a. FONTAINE DESIGNED BY A. ALLISON CHECKED BY SHIFFLETT SCALE N/A Lu J uJ EI-I V / ui O % V J J z Q I..L O u W Lu Q J °C W Uwe m CO W Q z O N O JOB NO. 42231 SHEET NO. C1.B L- ti0 ^^0�.� V Q- �� 10N1_CUR6 PARCEL ID: OI:oILUO-01-0A-005A0 G P-64" - LANDS N/F CHAXU INC. J� \0� D.B. 2614, PCs. 013 G P I II \ RCEL ID: 0611110-01-0A-00200 USE: HOTEL / P-53" II GRASS II LA S N/F ADRENALINE SPORTS LLC I r I STORY �r / / I D$. 2244, PCs. 354 / MASONRY �� / TC T-66" 1 USE: RETAIL / L/s �� _ _ _ _ / EsUILDI / � / T .78y / = : s _ - � cuRe = = = I - f -l� �- - - CONC X HIGHWAY COMMERCIAL ZONE �/s - - - - _ , -T� - �=r�= `-�- \T- P-5 " 466.33' LA, 57' 467.85 � LA C-1 COMMERCIAL ZONE 71 116 \ - - `y - _ TC _ _ 464 49' TC PEW -EX GND 469.83' TC , D rwAs / ' / / _ TC \ 468.85' PCVC I I ,' / / - - - 466.00' \ \ 9\ TC LA 115\�469.70' PARCEL ID• 061LU0-01-OA-00400 II .T TC TC TC LANDS N/- SHEOU-JONG CHIANG 4 YUN LI / I .; / R6 TC TC TC / �aa 464.11' 465.06' TRAFFIC E�466.12' 467 29' 4'67A 468.5T� o \ D.B. 1548, PG. 031 / o I I LEANOUT TYP USE: RETAIL / al i i/ I / / / VAuH„ 114 8 ROOF DRAIN ( ) \ 4gs � 46) SAN SAN v o \ 40'LUIDE GAS MAIN EASEMENT / I I /' D TC G q65 TC TC PER D.B. 411, PCs. 341 464.70 465.86' 466.10' 4 a TC TC ASPHALT / % %\ a FFE=465.30' 6" ROOF DRAIN (TYP.) IFFE=465.30' \ 466.12' 46619 s TC / PAVEMENT / / / / / _ 465.1 T 1 465.54' I 468.70' 462� _._ IFFE=465.30' 113 1 I a TC 465.60' TC I `' i N 465.70' 465.47' 44 GRASS i PROPOSED ) I I a ° II GAS MAIN EASEMENT AREA / BENCHMARK AUTOZONE I I a I EX GND yy PER D. 1694, PG. 113 / �/ / / / / I MACS NAIL .B6,816 SF I I 467.56' ~ �� ��/ ELEV=461.45 1 STORY I I TC TC FUTURE FFE = 465.3g4 I 465.51' 465.40' BUILDING II �� I STORY MASONRY BUILDINCs GRASS APPROXIMATE LOCATION OF / / / I / �6, _ 465.93' ,I 41 467 - GAS LINES. �7 464.6T FFE-465.30' �6A �. �� TC TC TC ° TC I ° Tq TC 463.83' 8 464.46' a 464.;9' a 465,04', J C° a 465.65' TC 463.59' 464.04' a TC / a ° tC a ° 36"ACCE�S9fISER // 462.73' °/a Q ° 4647 W/ VDOT M /1, TYP. / - 112 rIL ° a k CA G)D 111 TC PVMT d TC PVMT ° TC \ A z G 463.42' / g 463.24' 4.16' 463.84' /any TC 465.26' / ^ / / sLQ / cSp PVMT 109 1 TC / III GRASS I \ 1l�(EIR SWM A� 464.15' 4f4.15' 4165.05' ��� / / \ 10 105 -, PLATE 77LF 6F 66" CMP I ' �STORM MH ASPHALT II I i \ D A A6 I C § I RIM=46596 PAVEMENT / I I 4$g p per, I A 1 464. 9' I / � I I � � � 117 � � / I I � SAN.MH /--- / \ - - - -- ---- - - --L- - -- --I----- ` I I RIM=456.64 - GI T \ �' TC (a) INV=444.14 / II I / 1 � \ i 118 46, 462-9(� 107 I gg la) (b) INV=444.14 / ` !/ � g649A 5N - - �-- „ SA ��- (b) s I I (c) INV=449.34(c) II / / \ �� VAULT - - �� 2 AN - -� „SAN - 8" S - I $" S N I L STORM MH \ RSAN. MH IM=46522 II - �" S b o 108 I I / � RR�1=464.87 (a) INV=460.84 1 I ' / \ \ TC TCI //\ (b) INV=461.79 III I 102 \ aG)� 460 \ 46 5�1' 464.32'TL I 1 ` 4S9 \ \ I I I GRASS POLE r TC \ I i A TC 1 / 5.80' 456/ 10 �56.66' 458� \ \ W W I '}. y P D �// UA \ - P, OHP HP �� - HP- �O}{Q -� " UG WATER LINE PER MARNOUT 10" D.IJ � � \ � � i � i � STORM MH 10"W o 0 4S� 10"W 10"W \ 1 W _ _ 10',1A/ _ �'� /% / I g" , D RIM=466.49 \ INV=460.07 e \ \ \ GRASS SjQRM MH , MAT RCP o - - -- ---- D --- ---- 0 \ IR I _ • O RIM 48244� \ � RCP _ - VAULT EXGN / - - - - _----------- - (a)INV=453.82��' GJ�j T I I \\ \ (b) INV=453.64 EX GND / - - c =z� ` - - - - - - -\ 21" RCP - _-Qa-YQ- &K-- �5 100 �' 456.40' DI'3B 10' THROAT - '_ - - _ _ - _ _ _ =L - GRASS ° /i MONUMENT \ V IN-451.87_ , ' ' - - - - CONC CURS CUTIER _ _- -�/ SIGN I \ �55 ORTION OF 10" DIP TO BE INV OUT: 451.87 RELOCATED BENEATH PROPOSED 6� I \ TSTORM :PIPE. A, / / 40'LUIDE UTILITY EASEI�ENT / PER D.B. 411 PG. 12 _ SE /tN0LE TRAIL ' AK/A U.S. ROUTE 29 T VARIABLE RIGHT40E-WAY 59,000 ADT - SPEED/ LIMIT 45 MP /'- _ _ - ' L - CQ�C. CURB GRASS GRASS JCURB _ GRASS MEDIAN MEDIAN --- MEDIAN oa' GRASS ---- --- --- G----- ---- MEDIAN G- -_ ' CLINT W. 2 S,1�l,FFLET 41#0#0494 ft LnE N 0 N u M N O O > E -a E w E ¢ Lu C) U W a0CD-1 z WLu�CD O C� � �oulCO �X U V) � Lu ° U o a CD Z Ll^ 0 CD -a o Iv'- i > m C) Lu _100 O J O W ,-I�-- U) O L� O 0 uj > W W a ° z O U)) DATE 0 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' Lu J J V / L W J I..L Q �wi'� p J Q z Z Z) Q Q O W Q J UQ °6 w m W Q z z O �N L.L N cD O p L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. C1.1 tiQ CONC. CURB PARCEL ID: 061WO-01-OA-005A0� V P-64" _ LANDS N/F CHAXU INC. �? \�� O^ 'I PARCEL ID: 061U10-01-0A-00200 D B 14OP TEL 0"13 / T P-53" II GRASS II LANDS N/F ADRENALINE SPORTS LLC USE: H/ MASONRY T 66" I I I I D B.SE . RETAIL 54 / BUILDIN CONC. CUM, I f / � T--3" = 4�====_-- ___ s -I� coNccuRe---------�I // HIGHWAY COMMERCIAL ZONE a —— _ G P-52- LA L/S T-J6" LIS C-1 COMMERCIAL ZONE T- —II // 116/ �b p9n CONC II / GRASS PAVED /II / 115 PARCEL ID: 061WO-01-0A-00400 — — / NAUt4/1 / LANDS N/F SHEOU-JONG CHIANG 4 YUN LI / �I � ��n" 4 D.B. 1546, PCs. 031 / I / a# PROPOSED -� USE: RETAIL / I gVAULT, 114 � I � ± GAS SERVICE I / / 3 SAN SAN 6 RD1 O / � 90° BEND / 40VIDE CAS MAIN EASEMENT / I / G PER D.B. 41'1, PG. 34"f // II / / / d / v / ASPHALT / / / GAS METER / PAVEMENT / / 2 / 11 � a 5 ELECTRIC METER � Q, 113 4" SANITARY 4" SANITARY SEWER LINE STUB -OUT PVC SDR 26 40 O� FOR FUTURE CONNECTION GRASS PROPOSED WATER LINE GAS MAID ASEMENT // t���/ / / a AREA BENCHMARK AUTOZONE 1" TYPE K COPPER PER D.B. 169PCs. . . 113 �� / / MACS NAIL 6,816 SF J // �� // �� MACS = 1 STORY FUTURE BUILDING I STORY MASONRY WILDING GRASS /` 1" WATER LINE / Q, / STUB -OUT FOR APPROXIMATE FUTURE LOCATION OF / /�/ CONNECTION r GAS LINES. ° ti^ / d / TIE TO C, a a °a a 45' a BEND / EXISTING / / GAS LINE 112 � Q d d a s /\ill GO) cn Ul G / GRA,; WATERLINE 1 109 /II 10 105 TYPE K COPPER 45 PAWMENT / II \ D O BEND BEND SAN.MH RIM- 456.64 (a) INV=444.14 / II (b) INV=444.14 / / 1 \ \ 118 107 — — (c) INV=449.34(c) VAULT �- " SAN — 8" S 8" S N 8" SAN — — „ SA/ 8mH b g a 8" ` — -� —� — — 8" SAN 8" SAN — D // RIMJ=46522 11 ,% (a) INV=460.847 II / (6) INV=46119 1 / \ PROPOSED SANITARY 1II 11 / 102 \ \ TO TIE TO EXISTING / / \ v -�; \ STUB 11, WM GRASS / ��\\ 11 NOTES: / // — — —PHP — O — � OHP — W W — OHP — — — OHP — — OH - — OHP— „ �� ED ���\ HP 1. CONTRACTOR SHALL COORDINATE WITH ACSA PRIOR — 10"�VUG, WA TER LINE PER MARKOUT(10'D.LI „ 10 W o o 10 W 1 W 10"W 900 BEND _ 10� , TO THE START OF CONSTRUCTION ON THE I D 1011W ��� EXISTING HYDRANT RELOCATION OF THE EXIST. 10" DIP WATER MAIN. / o 1" X 1" X 1" TEE / �- p R D � p - -- ------ -- g O "ASS FRo � MAT / \ �� \� 2. CONTRACTOR SHALL REFER TO ACSA CONSTRUCTION -- -- ° -- _ — A ULi i� c��% O STANDARDS AND DETAILS ACCORDINGLY. _ _ _ _ _ —----------------(101-K—WaX-- (b) (a)� MONUMENT -- — — — — crave cuRw curTER — — — SIGN PORTION OF 10" DIP TO BE RELOCATED BENEATH PROPOSED STORM PIPL'— PROPOSED WATERLINE 13 TO TIE TO EXISTING STUB 40VIDE UTILITY EASEMENT PER D.B. 4-11, PCs. 12 _ SEMINOLE TAIL AKA U.S. ROUT2E J -' (VARIABLE RIGHT—OF—WAY) 59,000 ADT — SPEED LIMIT 45 MPH C� = _ _ GRASS MEDIAN GRASS � MEDIAN o GRASS G-- _-- MEDIAN GRASS MEDIAN SCALE 1 "=20' NOR 0 20' 40' ,�i' 5, Ir CLIENT W..00 �# . S#1FF1, TJ r 1,iC, ry.r�41A0 �or elp ll t /Oar,•,'► 40+# u-) E [V p N u N � > E 6 E w 0 Q W v Lu LL � z �o-1 Lu W � a `) Z 00 rax U cn O0 w Lu o O a o Z U) _ Lk ti (L) o cn -5 o mo w -400 O J O Lu vi O O 0 w > w Lu I- Q z O O IL DATE 0711612019 DRAWN BY a. FONTAINE DESIGNED BY A. ALLISON CHECKED BY SHIFFLETT SCALE 1 "=20' W J J EH� V / W O> Z J Q O W J_ a J Uwe m D W_j a z O N O Q JOB NO. 42231 SHEET NO. C1.2 �a Z) �O o O mU) 2z so g o� �P: E° -0 C N N � a o CO U 3 z 0 O 2 �a x O .� r= 0 0 ny o� a 0 cm > Y D m 0 N a0i o O U w 2 � N fC O O _N U � O N � E a O � U fa -00 m � 0 m � U� O m o U a 2 =N �o O U n 0 O.. 0a L_ L EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING, PARKING AREA, UTILITIES, AND ASSOCIATED SITE WORK. LIMITS OF DISTURBANCE TOTALS 1.38 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUND BY WESTFIELD ROAD TO THE NORTHEAST, ROUTE 29 TO THE SOUTHEAST, A PET SUPPLY STORE TO THE SOUTHWEST, AND A RETAIL STORE TO THE NORTHWEST. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA. OFF -SITE AREAS SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONNECTIONS. CRITICAL EROSION AREAS NONE EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3, STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1, TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C1.4) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. 2. INSTALL PERIMETER MEASURES ALONG SEMINOLE TRAIL AND TREE PROTECTION AROUND THE SITE. 3. GRADE SEDIMENT TRAP AND INSTALL DIVERSION DIKES. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C1.5) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE, REMOVE THE SEDIMENT TRAP AND COMPLETE ANY FINAL GRADING OR HARDSCAPE. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. SOILS INFORMATION: 91 - URBAN LAND, 0 TO 25 PERCENT SLOPES. 10 INCHES TO DENSIC MATERIAL. HYDROLOGIC SOIL GROUP: N/A ediment Trap design ainage area (acres) (<3) 1.108 P %tames: elevation M) area rsf, veatume(cy) 756.5 560.33 757.5 797.54 25.1 758.5 1059.89 34.4 759 1200.48 2 0.9 759.5 1347,36 23.6 760.5 1659.97 557 761 1825.7 32.3 1920. A storage: !t storage required (cy) (67'DA) 74.2 atom of stone weir (ft) 759.0 -t storage provided at this elevation (cy) 80.5 ape of wet storage sides 2:1 y storage: y storage required (cy) (67'DA) 74.2 est of stone weir 761.0 y storage promded at this elevation toy) 88"0 ape of dry storage sides 21 SP SEDIMENT TRAP No Scale UiiP.ESTOF STONE WEEF.q�gl•*� cnou"� 144r sPMP;c - .s v.xrsir # CLINT W. rYy XG S13I.FF LIETIr . w r�rnpn,r s4 L 1� 44;140 CC • Poo •5[E RATE 3.13-4 MAI E iccpmrE" cih5S r ft W.jr '"coarse aggregate shall he VDOT 93. #357 of #5 weir length (ft) (6xDA) 6.6 bottom of trap elevation (ft) 456.5 bottom trap dimensions: 15'X43' top of dam elevation (ft) 762 top width of dam (ft) 2.5 top trap dimensions 33' r6f7' 3.13 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY TP IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PROTECTION No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" (H) PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SFTARIA ITALICA) US TEMPORARY SEEDING PLANT MATERIALS No Scale S GRAVEL CURB INLET SEDIMENT FILTER ,�jr~fir i� m IIIIII�IIIIII - �IIIII (H) d _ SEDIMENT a CONCRETE GUTTER 12" CURB INLET GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND (3:0:�7- 6 UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME I GRATE 1. 5' MA} "elw G7T4512 f /Jf%� �'z/C s«./�Ev'�• ..__.....--- -..-_-.----------------- ---- --- �h57/dL' li '!ll/,IJJI�I,If!lfl><1`Il/IG.�/IlJ>,�f�lf'Ols�i'/ff'l�<b?/l/`I/J/lTJIlJlJ/111111lll�'G�L'!i'L�" ��1111>� �4;:+zr� rdasl�r�fYi/»/sfl>e�;>/ryes>7sFar�nr»f/ee�>/><�i<><>i> «>r1�fi/>fj>iz ��;>n;>�>/��ivre�:�r�r1/a/i` ��/I+erli/>�✓�f.,/rl/�r/�/erei>fe<./fi<�/i> %>/>l�r<>r�ds�t/� riffs; </rf"rlega/ st�f��ca/rr,��>rofrrr%r_� �+f>iy>Ji/: '1, 5:„> STONE CONSTRUCTION ENTRANCE No Scale 1. SET THE STAKES. FLOW m 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 4" POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) O SILT FENCE (W/O WIRE SUPPORT) No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. 3.07-1 PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale Ln E rV N 00 M � N � Q O > E E LU ~ E � Q W u p U Ly LLLL - � z �o� LU W �a `n a z 0 o �� �X U to LU U I 0 t„ o o z Ln O Ln ID H W o 0 o w mo _100 o J o� Ln O (7 O 0 w > w U z O cn DATE 0711612019 O } DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A U) LU Q J J Uj 1­1 0 >oes U) LU I- 0 Z O Q J 0 J z O Z w 0 _ � U Uw zm LLJ Q C z 0 w N U) O � 1- 0 O D 0 LLI JOB NO. 42231 SHEET NO. C1.3 0 L) 0 0 s a) W 0 2- Q 0 a) 0 0 0 c `m a `0 0 EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING ®� DRAINAGE DIVIDE - SOIL AREA DIVIDE - CE CONSTRUCTION ENTRANCE 3.02 SFX X SILT FENCE 3.05 IP INLET PROTECTION 3.07 D D DIVERSION DIKE 3.09 ST SEDIMENT BASIN 3.13 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP TP TREE PROTECTION 3.38 nDC DUST CONTROL 3 39 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER TP cRa ' r T . 12)T--6" TP P N TP u6, CONC. I I % ,' \ \ `9 LIS PAVED I I / / / / T — \ _ / PARCEL ID: 061W0-01-0A-00400 VAULT'y / I I ' s \ / LANDS N/F SHEOU-JONG CHIANG 4 YUN LI 1 � s // D D.B. 1548, PCs. 031 IN,/ I 1 / p \ r!' PAW -"EL ID: 061WO-01- 00300 USE: RETAIL / I i I I AI \\ ASPHALT LT LANDS N/F UNIvE�ITY OF vIRGINIA FOUNDATION \ // / I I D.B. �96, PCs. 514 CE \ Rfl ^ / ---- —463 69 / I ACCESS 1 '' BASE T-i" ASPHALT PAVEMENT DIDIg�� GRASS r ry VX7 �l I Al/ I / SEDIMENT TRAP / �/ /� r / / // / I I I / � 1.108 ACRE DRAINAGE AREA / � / / r / I _ / ' /43" HOLL/ / �Iras / BENCHMARK I 1 PARKING I I 11TOTAL STORAGE REQUIRED: 148.5 CY / �/� / /fir / / / MAG NAIL 1 I I STAGING & / I /// TOTAL STORAGE PROVIDED: 192.0 CY / STORAGEELEv_461.45 I 1 TOP OF DAM ELEVATION: 462.0 43" HOL 'IT 1 l l / h� vi�1PAVEMENT\, I STORY / an / % I I I y� \ 'Q, MASONRY BUILDING I I I ! I GRASS \ \ APPROXIMATE / 'i , Lrl \� I `�� j �� l _ �l Z, —� LOCATION OF / / I / CTI\ cv I \ 'T4 �e .� 461 GAS LINES.cy) �4, GRA 41. '� STONE WEIR ��1 ST N Af 1 _466 J \ �DD 40, \ caso � � �,, f � I �I / I STORM MH ASPHALT Nil I \ POLE \ \ \ ` _ J �� DC I I 11 I RIM=465.96 PAVEMENT I /I \ \ 45" HOLLY � 12 � TI I �j 4 HO/ l� I S \ \ I 1 `"��//�� I SAN.MH /---- — —\ --- ------ -------- -----I------ /l/ \ (aJ �II II — — — — — — — — — — — — — — — — — — — — — — I RIM=456.64 (a) INV=444.14 (b) INV=444.14 LJ CRASS I 8"JI AN SA VAULT VAULT M SAN. MN(c) INV-449.34(cJ 8" SAN 8SAN 8"SAN—1MHS 8"SV8"SANASPHALT 4.87 RM=465.22 II II PAVEMENT I REBAR TO BE (a) INV=460.84 I I caso / \ \ \ \ \ I I SET l TYF) I \ O� \ \ \ \ \ \ d (b) INN=461.79 I / / s POLE\ , S F \ \ TO BE 12 5P TGES I I / I P I I e. as I /GRASS Pr, \ STORM MH I SE ? A I BAR TO BE' �/ \ r� 1, I I I I �'i 10 a' SET (TYP) / SF ` \ \ GRASS VALJ RIM, +cq I I TS '' PED 6 — PHP— „ -- OHP— /— —\ OHH OHP-- \ O A — OHP - ONP I p p — --10 F HP— � 10"W 10"W 10"yv UG. WATER LINE �.1) \ I 1 P — \\ - yV \ 10"W T(T' 4 i /� \ ` R1 =466.49 ' / I \� INN=460.07 / , --- — =�=ter �■ ��— ` —_ , - \ 21" �F' TONC. WALK S 40" - — — — — -\ 11'40" W GRASS i9.17' / MAT I I — — — — — — — — — — — _ — GRASS— — — — . — \ TRAM C \ kIM=462.44- \ / �0 T \\ — �— 21" RGP VAULT , (a� INN-453.82 / �� I 16 �5 (D INV=45364 r I A=58.49' \ t�4 34 — — — = — _ �_�= - _ — �— — — — — — — P / R--50.00' I \ / I P ' O — —L — — — 3 — — — _ —�_ — _ \\=21" Rc — — — ——CavC_W&K _ _J °J / / 13 /II 14 / r _-­ GRASS _ �� i / 1 CHB--S 06'46'59" W PARCEL A 364 S.F. _ — i ROW DE ICATION O v DO 0 / cb PER' .B. 3891, PG. 1'10-1-11 , �g �� QQ ^ � SE NOLE TRAIL ' AI�A U.S. ROUIrE 29 VARIABLE RIGHT40E—WAY ra nnCl ADT — SPEEDS LIMIT 45 MP I — L — — CONC. CURB GRASS ——�- - -- -- - MEDIAN o GRASS - ---- G---- -- MEDIAN - G--- --- Z� ti0 No CDNc.— lq PARCEL ID: 061WO-01-OA-005A0�� V P-64" LANDS N/F CHAXU INC. D.B. 2614, PCs. 013 ' G I LIMITS OF A P RCEL ID: 061WO-01-0A-00200 \ G / USE: HOTEL / I STORY fN / / P-53" I II cRass II DISTURBANCE: S N/F ADRENALINE SPORTS LLC D.B. 2244, PCs. 354 / �` I `I 1.38 ACRES 1 USE: RETAIL / L/S MASONRY T-66" � / / I / BUILDIN p�� I / HIGHWAY COMMERCIAL ZONE / l' T-3" l ' 4� = = = _ — — — s —�� — — �"�-— '33' L/S 2 ! \ - " L/s REBAR TO BE C-1 COMMERCIAL ZONE �� / / -3�� - ' — -- — — — — — 36" 36" — — \ _ - - — — — — GRASS MEDIAN GRASS MEDIAN 'KI, SCALE 1 "=20' 1 NOR 0 20' 40' e'�} *t # CLINT W. �_ u SjUFFLE7 arih 0 C-1 10'r `:'�'ALr•' Ln E N N OU M V1 > E - E w = c ~ E 3 Q yl u 3 p U Lu N w z a0�- oM O w Mu Cl Ln (D aa) � 4 a �oIn00 x U � gV r;, w w t� go z afu Ln L tD a) o 5 O w CO o rY ,q 00 O J o w -I I.- O (7 O rY 0 w > w L Q z O cn DATE 0711612019 O } DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT am O ce SCALE 1 "=20' r LLJ w J U) J I —I _ r n 1 V / Z Lu Q J >ON z O O W U J UZ mw w a z o O��Vw//) N o6 O z O 0 Q W JOB NO. 42231 SHEET NO. C1.4 as m� �O aof O O 2Z (DO 2� 0 c E o a � c o m 0 (Lo U� Z N O 2 �a g x 0 O .�. r= 0 QY o •3 0. 0) >c: yY a) o 2 U) m 0 u) U c o o� E a U N -00 m m m 0 Z -0 O O 0).2 U 70 �N W O n o ma ti0 VO PARCEL ID: 061W0-01-0A-005A0�� �� \ LANDS N/F CHAXU INC. D.B. 2614, PG. 013 V / USE: HOTEL / I STORY / MASONRY / BUILDIN HIGHWAY COMMERCIAL ZONE / / T-3" C-1 COMMERCIAL ZONE / P-64" oNc, cl � _ PRCEL ID: 061W0-(dl-0A-00200 ,AN,pq I LIMITS OF F>S N/F ADRENALINE SPORTS LLC \ P-53" I !I GRASS DISTURBANCE: �� D.B. 2244, PCs. 354 T-66" 1 I� 1.38 ACRES I USE: RETAIL / + LIS S IL s REBAR TO BE \ / EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING - + l�Z DRAINAGE DIVIDE - CLINT W. SOIL AREA DIVIDE - :i`� SlUFFLET 7 OCE "4 r Ll�r.i43l18 k CONSTRUCTION ENTRANCE 3.02 �, wit+ 7/IFS/Ire SF SILT FENCE 3.05 •�r'{Lys* IP INLET PROTECTION 3.07 DD pp,DIVERSION DIKE 3.09 N 0 cn V1 SB SEDIMENT BASIN 3.13 > E Lu - E c TS TEMPORARY SEEDING 3.31 ~ E 3 / Q Lu U p U O "C) Lu - / PS PERMANENT SEEDING 3.32 ¢a C o -1 z w W oM ,�=O) O d H Lh d MU MULCHING 3.35 z O oo) � �X � O Q w TP TP TREE PROTECTION 3.38 o U � LL 0 a o z O C) = o // DC DUST CONTROL 3.39 ~ a) o 75rj w 10 "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER m C) � o H TP TP TP a // / / S GRa / \ sr p. CONC. PAVED / I P 6`9. rs Al PARCEL ID: 061WO-01-CA-00400 / I I I CVAUL` LANDS N/F SHEOU-JONG CHIANG a YUN LI I D.B. 1546, PCs. 03'1 / / I S F USE: RETAIL /�� I/I I DC 466 — SAN \ \ CE I 40'WIDE GAS MAIN EASEMENT 1 I I D �65 PER D.B. 411, PCs. 34*1 / G ` D / / ' % / +1 4 A r[L_I 4 \ ASPHALT / / / (M/\ PAVEMENT /, (D \ o SF °d Y _ _ 462 \ I / d \ I d d I GRASS PROPOSED Nb ' GAS MAIN EASEMENT / / a��� / /�� / / I AREA AUTOZONE I I a 1 ° U�/ / /' I PER D.B. 1694, PG. 113 6,816 SF ///''/ 1 STORY FUTURE BUILDING a4 1 STORY PS PS I ° I I MASONRY BUILDING / DRASS / C-Ti APPROXIMATE ° LOCATION OF �,� 467 — GAS LINES. �� ° �J SF / ° ° d ° d° ° W � / ° �° ° ° ° c d ° ° ,I I IP // ti' IP o ° o ° o °° d a I �c� ° Al Z 1 ° can / D�66 / �3 z C' / III GRASS/ DC I I I I PSTORM MH ASPHALT /\\ v 4S$ D D g / D S76 I // I RIM=465.96 PAVEMENT �` I PS I SAN.MH /----I SF I RIM=456.64 / II — — — — —� — — — — — — — — — — — — I— — — I— I ` ---------- \ I \ (b) (b) INV=444.14 / `` / u — (c) INV=449.34(c) II / \ �� VAULT I P — O ��62 AN O �\ � „ SAN — 8" S N — — I 8" S N $„ �AN — —` „ SA I P \ MH I Lb) g° r�" S— r— -- E I RlM=465.22 / 45 \ �6'7 I I R T BE (°) INV=460.84 I II I P \ \ \ \ \ P S 46 \ I P ) I T (b) INV 461.79 III II 0 \ REBAR TO BE 0 SET (TY SF E/r ass e / IF SF \ —\45 SF + / �� \ li — �— OHP- _.»-- -- — — OHA — OHr W I 0 0�P— HP— \ �OH-F — "-7-rr� —I OHP 1 01V UG. WATER \ 10 / — \ STORM MH 10 W '�1 VV 10 "W _ 1 ' W _ 10"1A/ _ / // / I a" , INV=460.07 / o �� \\ — — — — �— — — — — — -— — _-- S 40'11'40" W GRASS 19,11, SMM MH MAT TRAW RIM=4E2.44- 21" =45382�r \R0 0 IVaulT� (°) INVI � y (b) INV=453.64i / L 1------ -- \ 21" Rc / ONC W&K / I 13 / 14 / — — — — —�_ GRAB �� / MONUMENT, rH5--S 06'46'S9" W \ PARCEL "A" 364 S.F. / / — — — — — CpVC WRY GAT _ — _ / SIGN CND--5521' ( \ ROW DE ICATION O v DO / — ��` �56 PORTION OF 10" DIP TO BE PEiy B. 3891, PG. 110-1-11 RELOCATED BENEATH PROPO $• 3891, PG. 167 STORM PIPE. 40'WIDE UTILITY EASEL` ISNT DER D.B. 411 PG. 12 E SE /NOLE FRAIL / AI�A U.S. ROUTE 29 ' VARIABLE RIGHT40E—WAY / 59,000 ADT — SPEED/ LIMIT 45 MP ­� _ � _ _ — GRASS GRASS — L _ c0 c. CURB = _ _ _ _ — GRASS MEDIAN MEDIAN — —�— MEDIAN 0 GRASS ----- --- -- G— ---- -- MEDIAN G--- SCALE 1 "=20' 1 NOR 0 20' 40' O U O 0 w > w Q z 0 cn DATE 0711612019 O } DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' N LU w J Q J V J z Lu Q L.L Q J p>oN J Z Q ° O W U J � UZ Ww co �..�..� Q z o O to N cz O z O O Q w W JOB NO. 42231 SHEET NO. C1.5 O C a CD U C 4) 0 0 cc am 0 0 a 0 Q T c m 0 _0 m 0 a 0 c m co c C 0_ c 0 0 s 3 c as m� �0 aof O 0 2Z Q0 0 c E0 -0 co N CLo D c U zN 0 2 g x H 0 0 o:5 r= 0 0_ 0 3 >c: _U) a) o m fo O N U c o o� E a U O 0 m m 0 m � Z -0 O O W.2 U a 2 co tq O n o ma / ■ + if / a PRELIMINARY WATER QUANTITY ANALYSIS POINT 1 C L I N T W. ' S DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT) + , S1JUFF1,F,TT *DRAINAGE AREA ANALYSIS REFLECTS *DRAINAGE AREA ANALYSIS REFLECTS FUTURE I I \I Lic. 44180 or PRE AREA PROPOSED CN VALUES ASSOCIATED WITH THIS PROJECT DEVELOPMENT AREA = 1.38 ACRES PLAN Og3 �P I / - a _ II I • fi' '0, ACRES US) POST 1-U DETAINED) (FUTURE) ' _ � - � 1 - - - - � � _ �_ � 0.0.51 ACRES (MANAGED7 TURF) POST AREA 1-U (UNDETAINED) AREAA 0 36 ACRESREA _ - - - / _ Tc = 6 MIN AREA = 0.39 ACRES 0.10 ACRES (IMPERVIOUS) 0.10 ACRES (IMPERVIOUS) 0.26 ACRES (MANAGED TURF) SCALE 1"=30' / / , �/ , �? \ P"`R7 / Q (CFS) V (AC -FT) 0.29 ACRES (MANAGED TURF) Tc = 6 MIN III 0 30' 60'Ln Tc = 6 MIN I I iun I -.: _ \ice _ v v \ \ \ \ ss\ \ ` F N o N 0 1 YEAR 5.13 0.263 2 YEAR 6.40 0.332 Q (CFS) 10 YEAR 10.13 Q (CFS) V (AC -FT) V (AC -FT) 1 YEAR 1.00 0.048 I I II14 I % I I \ \ T \/ �\ \ \ \ ` \ \ \ Fss \ \ \ \ / _ - - - - 463 - / \ \ \ \ \\ \I / N o > E 1 YEAR 1.08 0.052 2 YEAR 1.32 0.065 I I I i - _ _ / ` ` \ \ \ I k6g = o E 2 YEAR 1.43 10 YEAR 2.50 0.070 10 YEAR 2.31 I ; X' I \\ \ �_, j \_, / \ \ v v v 1 , I Q uw `' POST AREA 1-D (DETAINED) (FUTURE)CD �i�i \ I o U- iO POST AREA 1-D (DETAINED) AREA = 1.02 ACRES * �- - - _ _ �� \ V -46� I -A I p o w O z O AREA = 0.99 ACRES 0.96 ACRES (IMPERVIOUS) / W `' 0.84 ACRES (IMPERVIOUS) 0.15 ACRES (MANAGED TURF) 0.06 ACRES (MANAGED TURF) Tc = 6 MIN /�/' \V PRE AREA m ��I �- I , z p cn 2 Tc = 6 MIN *DRAINAGE AREA INCLUDES FUTURE BUILDING & % ,! , / / �/ I , (ONSITE) \ I `- T �� / AREA = 1.38 AC \ I I I \ /A6� // ra X O 3 cn w PARKING IMPERVIOUS COVER (TO BE SUBMITTED / \ �� Q (CFS) V (AC -FT) UNDER SEPARATE COVER) � IMPERVIOUS = 0.87 AC I II / \ ` / �� o � o z O GRASS COVER = 0.51 AC \� i o 1 YEAR 3.89 2 YEAR 4.79 10 YEAR 7.43 0.204 Q (CFS) V (AC -FT) 0.255 1 YEAR 4.18 0.228 �/ I / I // I / / y \\ \I / �' \ - o O co o > 2 YEAR 5.09 0.282 �/ II f/ r ./ N �I \� I \ a I \ -461 o _j ,ui FLOW THROUGH PIPE STORAGE 10 YEAR 7.77 FLOWS ROUTED THROUGH DETENTION SYSTEM SWM A FLOW THROUGH PIPE STORAGELn FLOWS ROUTED THROUGH DETENTION SYSTEM Q (CFS) 1 YEAR 2.83 SWM A / I _ \ p 2 YEAR 3.94 10 YEAR 7.30 Q (CFS) 1 YEAR 2.99 / I I I II a I \ �/ I \ \\ I \I _ _ ___ 0 COMBINED FLOW AT ANALYSIS 2 YEAR 4.81 POINT 1 10 YEAR 7.59 \ ay. \ �" \ \ ---f - A---�---- \c- p ` / „f \ �e'wr I - - - - - - - - - - - - - -----I----�--- 1 I II > w w Q (CFS) 1 YEAR 3.80 COMBINED FLOW AT ANALYSIS POINT 1 II A \ n� \ \ I I \ E 8 SA S ° `JT \ SAN - - -I - ' - - -/ I = U Q \ - SAN = - -\ 8" SAN - - - 8" �A - f�" II II Q 2 YEAR 5.25 10 YEAR 9.96 Q (CFS) 1 YEAR 3.75'°E _/, \ \ \ \ \ I I I \\ \ ` , 111 II z DATE 2 YEAR 5.87 10 YEAR 9.55 ss \ \ \ \ . \ \ \\�- \��\�� \ \ / \ \ sr \ I �- I I -�I I I / / /� I \\\� I > - OHP- O�IP� ro ai O:Hj OH -r I HP" / I OHP- 10"W 10 V1Ya �� 0"IN_ - - � o 07/16/2019 DRAWN BY - - \ IA. FONTAINE CHANNEL PROTECTION (ENERGY BALANCE): CHANNEL PROTECTION (ENERGY BALANCE) (FUTURE): / / '- _ a = a - _ , \ / Iii / I \\ DESIGNED BY * * QDEVELOPED - 0.80 (QPRE-DEVELOPED RVPRE-DEVELOPED)/RVDEVELOPED * * QDEVELOPED - 0.80 (QPRE-DEVELOPED RVPRE-DEVELOPED)/RVDEVELOPED p55ANALYSIS , / , I �o ��/ ��a I /� , A p� A6 I \ • • A. ALLISON i POINT 1 ,b / � ,� I I �• CHECKED BY OK 3.80 CFS <_ 0.80*(5.13 CFS*0.263 AC-FT)/(0.256 AC -FT) = 4.22 CFS OK 3.75CFS <_ 0.80*(5.13 CFS*0.263 AC-FT)/(0.290 AC -FT) = 3.91 CFS �h1/ / '7i / / / , / i T- I • / / / �` I i � • C. SHIFFLETT FLOOD PROTECTION: FLOOD PROTECTION (FUTURE): ' / -QPRE-DEVELOPED ' /� ' • • SCALE "=30' POST -DEVELOPED Qlo <_ PRE -DEVELOPED Qjo POST -DEVELOPED Qlo <_ PRE -DEVELOPED Qjo i / } /' / - 1 OK 9.96 CFS (POST -DEVELOPED Qjo) <_ 10.13 CFS (PRE -DEVELOPED Qjo) OK 9.55 CFS (POST -DEVELOPED Qjo) <_ 10.13 CFS (PRE -DEVELOPED Qjo) z4000� Ile TOP OF 66" STORAGE PIPE ELEV. = 457.60 TOP OF 66" STORAGE PIPE ELEV. = 457.60uj TOP OF WEIR PLATE 456.40 TOP OF WEIR PLATE 456.40 SCALE 1"=30' / / / / i - 24" X 6" ORIFICE 10 YEAR WSE 0 30, 60' I I ` 10 YEAR WSE 24" X 6" ORIFICE _-------- - - - - -- INV 455.35 456.32 I J� i I I/ / N6D ss\ INV 455.35 456.23 Q2YEAR WSE -- --- Q2YEAR WSE I 4 III,QI I / .; 466 6> Q 6� •\\ //� r ^ J 455.64 Q 1 YEAR WSE 1 YEAR WSE 455.76 455.30 �� I I I D G �e N �6g V I W � F- 455.00 I / I / d ° . d °, \ Z I STEEL PLATE STEEL PLATE ��� dI Q I 1 W ELEV. ELEV. /% �' � / ° ,/ POST AREA °" A6 I . I °� , �� > rn V 452.10 452.10 / ,//\ \I / (DETAINED) °. / Q 8.25" ORIFICE WITH TRASH RACK 8.25" ORIFICE WITH TRASH RACK /i AREA = 0.99 AC I I IMPERVIOUS = 0.93 AC I i // ly O U z Q INV 452.10 INV 452.10 //d GRASS COVER = 0.06 AC "° w SWM A WEIR PLATE SECTION DETAIL SWM A WEIR PLATE SECTION DETAIL /,, I �, I �� < (FUTURE) POST AREA �i �' I j ,� I - I \� ,4a� w W (UNDETAINED) W Q ~ AREA = 0.39 AC IMPERVIOUS = 0.10 AC GRASS COVER = 0.29 AC .8 d O ° . \� WATER QUALITY ANALYSIS Q I /' , ` �' �66 '� N O 9 I V� SWM A I *STORMWATER QUALITY ANALYSIS INCLUDES FUTURE IMPERVIOUS COVER a I 4S8 D ° � 6 TO BE SUBMITTED UNDER SEPARATE COVER* / SITE DATA PRE DEVELOPED AREA IMPERVIOUS = 0.87 ACRES -��� - \ ��. `J' 8" SA - 462 "sA / 45 �\ \ \ 6 461 \ MANAGED TURF = 0.51 ACRES �� 4S9 \ 111 I PRE DEVELOPMENT LOAD (TP) (LB/YR) = 2.18 I , 456 458� \ \ \ OHPt Kaweo wr \ OH -6f-rr I BHP I �OHP- \ 10 4S� 1 C? \ �- ', POST DEVELOPED AREA 10"W _ _ � 101, - .• \ % \ IMPERVIOUS = 1.06 ACRES --`_ __ _ o MAT taAmco \ \ ` \ \ MANAGED TURF = 0.32 ACRES �AUT \ _ _�_ a ,/� / MONUMENT, - \ POST DEVELOPMENT LOAD (TP) (LB/YR) = 2.48 , �55 ANALYSIS / / SIGN MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% POINT 1 TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.75 CREDITS TO BE JOB No. PURCHASED - _ / / /' 7 42231 (POST -DEVELOPED ' SHEETNO. ,-' /' �' i C 1.6 , L NO V\� ^^0�,� V Opp Al CONC_CURB PARCEL ID: OrolWO-01-OA-005AO �� U P-64" � — LANDS N/F CHAXU INC. RCEL ID: 061U10-01-0A-00200 \ �� D.B. 2614, PG. 0"13 U P I I LA S N/F ADRENALINE SPORTS LLC \ USE: HOTEL / I STORY ty / / P-53" I II cRass II D.B. 2244, PG. 354 1 ` / MASONRY �� / / T-66" I I II II 1 USE: RETAIL 1 L/s / BUILDI T-3°_ — _ — CoN� culls �_ — S —II CONE LU _ HIGHWAY COMMERCIAL ZONE l /`� ' P-52" Q — t/s � -- — — L/s _ \T\� i/s — C-1 COMMERCIAL ZONE — — — �, �/ / / 116/ \ ■ ■ ■ ■ ■ �fti �■ rw■ ■ ■ ■ ■ �� ■ t■ N ■-f■ P — — — i IQ LIS PAVED / I i / / / / / t — — t \ — \ ■ \ \ � /III I / -_ ■ \ , // PARCEL ID: 0UJ0-01-0A-00400 61/ I I l ' ' a ■ \ I \\ 11 III I vain / t46"` 0.16 LANDS N/F SHEOU JONG CHIA.NG 4 YUN LI 0.83 • \ ♦ \ \ _; \ // D B. 1548, PCs. 031 / I,u r 114 \ ♦ �6� USE: RETAIL / aI 1 \4 I /... 116 66 ♦ 6> / I �/I 1/ // • _ SAN _ SAN \ \ \ \ ♦ \ \ • \\ ' ' / / I I pA,---46 __ \ %� 1 A69 lw 40'U11DE GAS MAIN EASEMENT j I I I G �65 \ \ \ �• \ 1 a PER D.B. 411, PG. 341 1� 1 1/ I 1 1 v / ASPHALT / �% O \ q PAVEMENT / / � \ 1 -462_ cam+ \ 0.15 0.90 V � d GRASS /' PROPOSED ! ° I I Noo GAS MAIN EASEMENT AREA / BENCHMARK AUTOZONE I RD1 PER D.B. 1694, PG. 113 / / v�`�/ / / /' / 11 /' ELEV-- NAIL 6,816 SF STORY FUTURE FFE = 465.30` V �i �� / I / BUILDING ISTORY //� rOl �MASONRY BUILC)IN@ GRass /�1/I �0.69 � 112 ^' I 0.30 0.74 h l/ �W 461 — O 4,, 4 �j��H ed a 40dip ed ♦ ♦ / / ki 36" AC!P\ CE�S RISER �fa �a♦al0.07 W/ VDOT M 11, TYP. /l 0.83 / I/ 4 \ 00 102 / e I > � 1 �0.13 0.82 \ ♦ //��/ \` z G �� I \ GRASS WEIR / \ 09 Q WEIR .�� SWM Ate' G 118 10 °� PLAN€ 77LF 6F 66" CMP �� I AlSPHALT I D D A I / II 6 I PAVEMENT I /� % 4S8 \ \ \ 6l . 0.13 0.83 I I / d I I( \ 118 \ 46,Z AN ♦ „SAN — 8" S N — — 8" S N 8' JAN — -- ` SA s I II . 1 457 / \ \ \ I` ■ 108 I I i T T it I 4169 \ 0 I I I GRASS 1 SFTBA 456/ • \\ \ \4Sg \�\ W W �` I I — PHP ry — O �— O _ �OHP— — — OHA — OHP- eHP —I O PH / HP— \O{ ✓p 1 0„W „ ° 0 4S,_ UG. WATER LINE PER MARKOUl(10- D�.L—. 1 O 1W \ L 1 O / \_ 10"W 1 W ---- 10"� Tv 7 e \ - -- ------ GRASS --- \ � � MAT L — — — — — \ TRAMC � i I — -- — — VAULT —Cw-C W9LK jam// 1 GRASS — — D MONUMENT \ \ I / — — c,kc cuP w cuT _ = / / SIGN \ �56 ORTION OF 10" DIP TO BE / RELOCATED BENEATH PROPOSED 40'U11DE UTILITY EASEI�ENT / / / PER D.B. 4� ys9 SE /� ITT_ T CAI ][� AI�A U.S. R O U PEE 29 VARIABLE RIGHT -/OF —WAY ' 59,00 ADT — SPEED LIMIT 45 MP _—Z= �� L _ _ � — CONC CURB — GRASS GRASS �ONC.�—y1 B — GRASS MEDIAN MEDIAN L MEDIAN g' GRASS — G— -- — - MEDIAN — G— LEGEND ■ ■ ■ ■ ■ DRAINAGE DIVIDE SCALE 1 "=20' NOR 0 20' 40' , -T Fl f) ' CLINT W. C 2 SIUFFLET wd Lice N . $4380 ACC N p N u M V1 > E W - >_ C a-; ~ E Q W C) U W LL — LL o aQ0CD Z WLuCD O O �o � �O�CO U r-x Ln Qui V � 0 0 U) a CDz = In 1O ~ N 6 -a o > mo ui co CD O J o W ,-I �-- vi O C`) O W > w W Q z O DATE TE 0 0711612019 DRAWN BY A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • • SCALE 1 "=20' • IL W .J .J I—q r/> z v , J W O Q � J z O QUU) W UQ we j Q W J � Q z � o � O N F--- O U) JOB NO. 42231 SHEET NO. C1.7 L L `t 1F GLINT W. %TE .�iQO✓ECT A�rozo�e OES/GrYE� CG O.�TE B/91/ZD19 EOM � r ChEC/lE0_' UiY/TS.' EiYGL/Sh' w S FFLET T 1T Saq/�/efs0�/y I # � 4 Lic. !� . #43Il�M �� 10 x �' �� �� Q �� �' v c x v c° Q �s• Aly �� �t - � <^' ' DD7D D DDf�1 l0_7 IJI-1 ?GYM N E N U D. Df� D._?_'� D D._?_? D. DIGY D. D-'DAP 167? ?GYX 1.196J7 D. D�✓✓' s1 1�1 IG�X ✓.'�D D. Is?f� D.16FF _?97l _�GYX D, 67 I, GYM D,_?'? D, GYX 1. 671 O. �hIGIT nl Q o > E w � � D, D, ID79 10� 1�1-�8 �GY� D,1✓D 0 _;:AD D, IsT�� D,166� �GI s?G� 1, D�6 I, G� D, �'? D, GYM _?ID9 O, �1PlG�lT o U w iz Q� LL o < C '-I z UJ �� O D sl D D �:1/Lt, IIO 1�I-�C 6" � a) � 1-- 0 V) ICIDO U O � ,Q w p U -�e 0 D, Ixxx D. �I 6 D, ��� 1, s�D7 D.17! D.313 D, f_77f_73 !D7 f�79 T��Dft v_� a o = L 1O lI_� ICI-�8GY� D.16D D. 69 D.11�1 a� o V) -a o w D D. 44D D. DID D. D_7�6 1• !D� 1. G!� D, ��?�9 D, D�3� 3,1t91 D,99� ��� D,1lIO D. IFS ,� �9I JGI� ID_7� I. G!� D, /ID D, G!� 1.1_>� 011lGflT D,11 ! D. m o � O J O w 116 Ii1J� -�� D,16D o�J' o1J'�� D.98� D. Y 7�7 D G vi O 0 O 0 w > w w LD-229 PROJECT: Autozone Designed by: CG U o STORM SEWER DESIGN COMPUTATIONS LOCATION: Charlottesville zo COUNTY: Charlottesville Checked by: U) DATE STORM FREQUENCYF--f0-7 > UNITS I ENGL-ISH-1 0711612019 O >- DRAWN BY A. FONTAINE • • A. ALLISON • • • • SCALE N/A • LD-347 PROJECT: Autozone DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 1B Year UJ J _ J � = z U O U a W U Lu � W J - z LU LU � 1 Z) JOB NO. 42231 SHEET NO. C1.8 - DRLIR. RUN OFF CA R•+,IRAINRL 1tiC1FF Ftit'ERT ELE�'riTIUIti. LEI�CTT SZC}PE SIZE SHAPE Nxullber Capacity FrictionFrictionI�(}R�I_lL FLOW FIFE NO. FFLU;11 POINT TO Pf�INT .-1RE�, ';-1" C't}1:1 1 . "C'. INLETET TIME 14Eii,tte FALL ItL'Hc of Pipe Ft. Ft. �7=t. {pia Or Spat>,�T�ise} In. of Pipes CFS Slope F�t.•�'FI. FLC?V4'TIt11E I1 [ 1{E- �.t'C`i?tEL" 'tlElti'I-I,aTF1REMARREMARKS:acre ;111ntllc�; dA C'dZE-' 1t)^\`i _�1C'�CU 119 L'LATEI] Lnterrll CFS T ntal (� CFS LI FPER END LOWER FtiD Depth of Flow. (In Ft. .Asea of Flow. An 'k l E1Y1 Ft. VI)1=tt I�t�4t�. Ft. REFERENCE STA. REFERENCE STA- INLET OR JUNCTION STA. IPlVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE t�lli-LET WATER SURFACE ELEV. CIA, PIPE Do (lnlmm) DESIGNGN C31SCH. Qa (CFS/CMS) LENGTH PIPE'PE La (F#IM) FRICTIONFRICTIONFRICTION SLSLOPESLOPESf[� {FT+FT} (hNM) LOSS Hf (Ft'M) JUNCTION LOSS SURFACE FLOW Adj. H 1.3 Ft (FVM) Inlet Shaping? YIN 0.5 HI (FkIM) FINAL H (RIM) Inlet Water Surface Elevation Top of MH Tap of Inlet Elev. Adjustment? Vo tsantr. Ha (FUM) Vi Vi'2+2g H(Expn) 0.35'MAX. (Vi212g) SKEW Angle K Bend H (RIM) Sum HL (Ft'M) DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 0EQ Virginia Runoff Reduction Method Re -Development Compiiarwe Spreadsheet - versien3 0 2011 RMP Standards and Specifications ti 2013 Draft BMP Standards and 3pedfications Project Name: Date: Site Information AutoZone 6/7/2p19 Linear DevOopment Project? No Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area 1,38 pre-RipDowploerrmnk Land CCeuer faereil A Sails 6 Solis C soils D Sails Totals Foresff wn Space Iacre•l - rardlstrad4•d i,,o,ce t ed fw e!:t-oCeri =,pace or mlon fed sari; 0.00 Managed Turf(acres) - disturbed ctaded for y acts or other oaf to be ern weer,managed 0.51 0,51 Impe ry iou s Cu ver(acreo 0,87 0.87 1.38 Post•Develaontent Land Cover facresl A Serifs 6 solls C Soils D Soils Totals ForaalW4pen 5Pee a face a) - und,srarbed. puec9ed forest open space aT rerorested land 0'00 Managed Turf (acres) - distorted graded for y a J s or other lW t.o be nnvmd. managed 0.32 0.32 Impe ry im s Cover (acresl 106 1.06 AmaCho& cw. OK, OK. OIL i.38 rnnataetc A.nnuai Rainfall(inches) 43 Target Rain Fads Event Iiache s) 1.00 Total Phospba nas (TP) EMCjmg/l) 0.26 Total Nitrogen (TN) EMC (,neU isf, Target TP Load (Iblacrelyrl 1 0,41 Pj (unit':ess €drrericn Factcr;% 90 a •MEMI-M licalU Laird Cover Summary Are Pre-ReD•velepment Listed Adjusted Farestlovensoaeecover(aeresl Weighted RoresS'� %Forest 0.00 f].O(] 0% 0.00 t1.QtP 0% Managed TuriCover lacfm) 0.51 0-12 Weighted Av(turfl ❑ 25 0.25 %Managed Turf impprviousCover (acrell 37% 0-97 21% D-97 Rv(imperviousl 0.95 09s -A Impervious fi3% 73% Total SiteArea (acres) 1.38 1.19 site Itv 049 0.176 Trnatrnant Volume and Nuiripril Ln.ld Pre-� Dora! kPmnrt Tre rtma m V d ume t ,hl D.0795 0.0755 Pre-I�Deve lopmetn Tree atrrr m V d ume 3.463 3,291 [crbicfeefl Pr {iopmentTP Load 2,18 2.07 (Wye) vrrfl.D.r .pr .t Tp-d per arrr 1.58 1.7a idblecrrs*1 saselwe rPun.led(lblyrl AA1 lWzcre7yeapp4ediDp-rEdevelopnr "areaexcluding 0.49 pervou, land proposed ter new imperious covers 1Ad)u5 ted lam( Cans Sumrmry: Pre ReDevelotrment had cover ry rnvs pervious land cover Iforest/dpen space or rrarialfrdrurf) ocreage proposed for new fmpervwus cover Adjusted rufdl armug a is cons s leaf with Dos!-AeDrvrkap Pent acrmyr (minus ocreoge •f new impervious rover). Column I shows wod rrdu crw requrMmrrit far new impervV UJ carry f ter: -0 ., ., new devrgpmenl load (Mil, 041 bs/ocre/Near) Post-tEeDeveiopmenf TP Loud ITPI 2W � ih OAI utr/yrl• pOSI-R�iLNI l'P^� i Tr. tread ere ere<c 1.74 tlblacrigyr) ¢eluw P. ter% -*Vk1Bpraml road) TP Load Reduction TP toad Reduction Required toi 0.41 Required For New 0.33 Redeveloped Area InVervious Area Ilhfys) Ilb/yrl Runoff Coefficients fRv CLEAR ALL (RrlrShfft+aR) d ata in pDt cells constant values _lcu lation cells Check: BMP Design Specifications list., 2013 Draft Stds S Specs Cinear project? No Land rover arras entered correctly? V Toraldisturbed area enrered7 .,✓ A Soils 6 sans C Soils D Soils F are s110 pe n Sp a re 1 0:02 1 0.03 0.04 0.05 Managed Turf 0.is 0.20 0.22 0.25 impervious Cover 0.45 0.95 035 0.95 Post RaDer.3 New Impervious fores 04Pea Space n. Coven acres Weighted Rv(_fore_st_) O.fhi %Forest 0°x Managed Turf Cove- [acres) 0.37 Weighted Rv (turf} 0.25 Is Man aged Turf 23% 1.05 I mpervi aus Cover (acres) Rvl'mtpervdous) Q9s %tmperviaus 77% final Slits Area I puaal 1.38 Ffai tint Der sit• Rv Wn Final Pest - Develop nt Treat I fro volume lacre-fil 0.0906 rirW) PoSl- Devel opine nt 3.946 Treatment Ydume (tubk feet) Final Post - Development TP 2,48 Loa ad I'�Yrl T- _soad (iblacrelyr)ri Land Cover Summary -Post Land Cover Summary Post Past ReDevelopment Post Development New Impervious F are salt]teen Spare 0-00 Cover lanes} Weighted Rv(forestj 0.00 % Forest 0% Manage d Turf Cover r (acres} 0.32 Weighted Rv (tuff) 0.25 %Managed Tier 21% Re Dev. impervious 0-97 New Impervious Cover 0.19 Cover(aafs) (acres) Rvyimpervrous) 0.95 Rv(impervious] 0.95 _. %Impervious 73% STOW ReDev. Site Area 1.19 Iaveal moRr9terty 0.76 Treatment Volume and Nutrient Load Pace R*00"loprrtenl Posu Developrrrent TmatmentVuluene DOM TrealmerlVolurre 0,0150 Iacme•fel (acre•fel Port-ReDawicipminf Po]t-DCYEIQpme ut TreatmeatVelurne 3,791 Trestmenl Volume 655 (cubic feet) (cvblcleeli Nitrogen Loads (Informational Purposes Only) Site Area Checks FOREST/OPEN SPACE (ac) IMPERVIOUS COVER (ac) IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) AREA CHECK Site Treatment Volume (ft'i Results (Water Quality Compliance) D.A. A 0.00 0.00 D.A. B ❑,A. C 0.00 0.D0 0.00 0.00 D.A. D D.A. E 0.00 0.00 AREA CHECK OK. OK. 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0K. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. OK, OK. 11 OK. 3,946 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (It" TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (Ib/yr) TP LOADREMAINING (lb/yr) D.A. A DA, B D.A. C D.A. D_11 DA. E TOTAL 0 0 1 0 0 0 0 0.00 0,00 1 0100 0.00 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.QD 0,00 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr)0.00 0.00 1 0.00 0.00=1 0,00 11 0.00 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 2.48 TP LOAD REDUCTION REQUIRED (lb/yr) 0.75 0.00 TP LOADREDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING [Ib/yrj: 2.48 0,75 REMAINING TP LOAD REDUCTION REQUIRED [Ih/yrj: Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD [Ib/yrj 17.74 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) o.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 17.74 BMP Design Specifications List: 2013 Draft Stds & Specs Site Summary Total Rainfall (in): 43 Total Disturbed Acreage: 1.38 Site Land Cover Summary Pre-ReDevelopment Land Cover (acres) Update Summary Sheet Print Preview Print A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.00 0.00 0.51 0.51 37 Impervious Cover (acres) 0.00 0.00 1 0.00 1 0.87 1 0.87 1 63 1.38 100 Post-ReDevelopment Land Cover (acres) A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.00 0.00 0.32 0.32 23 Impervious Cover (acres) 0.00 0.00 1 0.00 1 1.06 1 1.06 1 77 1.38 100 Site Tv and Land Cover Nutrient Loads Final Post -Development Post- Post- Adjusted Pre- (Post-ReDevelopment Development & New Impervious) ReDevelopment (New Impervious) ReDevelopment Site Rv 0.79 0.76 0.95 0.76 Treatment Volume (ft) 3,946 3,291 655 3,291 TP Load (lb/yr) 1 2.48 1 2.07 1 0.41 1 2.07 Total TP Load Reduction Required I 0.75 I 0.41 I 0.33 (1 b/v r) Final Post -Development Load (Post-ReDevelopment & New Impervious) Pre- ReDevelopment TN Load (lb/yr) 17.74 15.57 Pre- Final Post- Post-ReDevelopment ReDevelopment Development TP Load TP Load per acre TP Load per acre per acre (lb/acre/yr) (!b/acre/yr) (lb/acre/yr) 1.74 1.80 1.74 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Site Compliance Summary Maximum % Reduction Required Below 20% Pre-ReDevelopment Load Total Runoff Volume Reduction (ft3) 0 Total TP Load Reduction Achieved (1b/yr) 0.00 Total TN Load Reduction Achieved (Ib/yr) 0.00 Remaining Post Development TP Load (Ib/yr) 2.48 Remaining TP Load Reduction (lb/yr) Required Drainage Area Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total 'Forest/Open ()acres) ,Managed Turf (acres) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 ;Impervious Cover (acres) 0.00 0.00 0.00 0.00 0.00 0.00 !Total Area (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Drainage Area Compliance Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 ITN Load Reduced (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Drainage Area A Summary Land Cover Summary A Soils B Soils C Soils D Soils Total % of Total 'Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 !:Managed Turf (acres) Impervious Cover (acres) 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0 0 0.00 BMP Selections Managed Turf Impervious BMP Treatment TP Load from Untreated TP TP Removed TP Remaining Downstream Practice Credit Area Cover Credit 3 Volume (ft) Upstream Load to Practice (lb/yr) (Ib/yr) Treatment to be (acres) Area (acres) practices (Ibs) (Ibs) Employed !Total Impervious Cover Treated (acres) 0.00 Total Turf Area Treated (acres) 0.00 Total TP Load Reduction Achieved in �D.A,(lb/yr) 0.00 ;Total TN Load Reduction Achieved in (!b/yr) 0.00 # k.TifC)�60s 1r ti GLINT W. �Z'2 S�LINyTi& V Lis. N .154380 QC i wh I/ 16/ 19 ' �00 0;**(J: A%, E N N U N � Q O > E LU 0 Q W U p U � LL -'-­1 d O CD O LU W C:)CD Q Q) Ln n CD Z O 00 � �x � U_ p U Y CD (no CD Cl- � _ to � Q1 CD _0 CD - N O 4 CO CD _1 CO CD J CD LU 0 O a- U W z O > LU W Q DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A eeee.nl aJ aJ U) 1­4 z O V / UJ J U J ' U 0 JJ z I..L 0 Q v J T LU+ Q D UwC) ED _J LU Q w z Q O N O O D U) JOB NO. 42231 SHEET NO. C1.9 L- STA 11 +28.09 CLINT W. 45° BEND sG ) S13UFF LET ' rt STA 10+34.63 STA 10+03.03 STA 10+98.57 STA 11 +71.81 STA 12+55.14 45° BEND 90° BEND 90° BEND 45° BEND 90° BEND ', •o Lir. N 43 M cc 1 470 470 470 470� PROPOSED �+��* 1►�4 �` PROPOSED GRADE 465 GRADE 465 465 465 U) E N O Nu EXISTING EXISTING T IN. N T MIN. GRADE GRADE c STUB OUT _ _ TIE O w - E 460 460 FOR FUTURE 460 1.5' BUI DING 460 E 1" TYPE CONNECTION 1.5' MIN. Q W 4' COPPER MIN. - o u E ,D �LL-C) 1" TYPE K STO M w W m o O 455 455 455 COPPER PIPE 109 455 a EXIST. 8" SSWR PIPE z 0 M CEO) � CONTRACTOR SHALL STORM TIE TOJ EXIST. 8" SSWR PIPE a �; u VERIFY DEPTH PRIOR PIPE 109 STUB OUT CONTRACTOR SHALL Q `a Q w TO THE START OF VERIFY DEPTH PRIOR o CONSTRUCTION TO THE START OF = Ln z O CONSTRUCTION v o 450 450 450 450 -a C) w mo �00 O J O w Ln 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 FUTURE WATERLINE DOMESTIC WATERLINE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' p VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 = 0 w > w 5 = Q Q z O DATE 0 O 0711612019 0 50 } DRAWN BY PROFILE SCALE A. FONTAINE • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • • SCALE AS SHOWN TRAFFIC RATED CLEANOUT 3 STA 11 +47.35 TOP 463.83 INV IN 459.02 (4-3) w INV OUT 459.02 (3-2) J TRAFFIC RATED CLEANOUT TRAFFIC RATED CLEANOUTSTA 11+73.33 TRAFFIC RATED CLEANOUT J 2 STA 10+22.87 TRAFFIC RATED CLEANOUT STA 11+13.56 4 TOP 463.46 CLEANOUT 4 ~� STA 10+16.TOP 464.25 INV IN 458.50 (3-2) CLEANOUT TOP 464.25 TOP 465.221 INV IN 459.70 (6-4) INV OUT 458.50 (2-1) 1 STA 12+61.70 STA 10+00.00 5 INV IN 459.70 (6-4) INV IN 461.63 (BLDGINV IN 460 0.14 (5-4) TOP 460.86 TOP 464.94 INV IN 460.14 (5-4) r ^ INV OUT 461.63 (6INV OUT 459.70 (4-3) INV IN 456.73 (2-1) INV OUT 460.60 (5-4) INV OUT 459.70 (4-3) W 470 INV OUT 456.73 (1- EX. VAULT) 470 470 470 O a W J J H pC z O O <_ w Q Uw J m W Q z O N O Z) 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 SANITARY 6 - EXISTING VAULT SANITARY 5 - 4 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 JOB NO. 42231 SHEET NO. C2.0 co 73 PROP. ROOF LEADER PROPOSED 465 GRADE 465 EXISTING GRADE MIN. - - - _ PROP. 460 � GAS LI E 460 - t BLDG- EXISTING 6-4 PROP. SANITARY 16.88' O g6.68' OF VAULT SERVICE T 4" SDR-26 PVC 1' ° 4" SDR-26 VC 1' CONNECT O EXIST. @ 2 00 @ 2. 0% MIN. MIN. VAULT AND 8" MAIN 455 4-3 455 33.79' OF 4" SDR-26 PVC STORM 1- EX. VAULT @ 2.00% PIPE 113 2-1 47.46' OF 88.37' OF 4" SDR-26 PVC STORM 4" SDR-26 VC @ �.00% PIPE 105 450 2. 0% 450 PROPOSED GRADE 465 465 EXISTING GF�ADE 460 460 5- 1' MIN. 22.87 O STORM 4" SDR-26 PV PIPE RD1 @ 2.00° 455 455 450 450 PROPOSED GRADE 465 465 EXISTING GF�ADE 460 460 5- 1' MIN. 22.87 O STORM 4" SDR-26 PV PIPE RD1 @ 2.00° 455 455 450 450 m c 0 0 LL m c a a M V M O O N c 0 a a� 3 a vi w J_ LL O ry a CLINT W. 40 ?SPUFFLETT ?- o co rn Lic. ! �54 �0 ��2 o o o -40 L 0 0 o �M H N o o `Q rn o rnF� = M SVf 0.) o�rn00Coo 0' iii ,#*%MmC0rn��cj 0omC m~ M+�F- + CD aw �+m+~= o�oZO p p0 0 — ——tZO �0 ao�0> �Oz> > H� z O> > 0> z nH—z z Fz NEnnnn O 470 470 470 470 470 470 M N N � Q O > E w -a E _ 0 1 E LQ w u 465 465 0 � w LL — ,- PROPOSED ,a o0 o O GRADE a EXISTING17--c� �a o GRADE 0. > X u 460 460 oU�0 0 �„ � o z ;nLn 0 v o -o o w mo 455 455 r' 0 O J o w 117 6.12' OF SWM A 12" HDPE 70 LF OF 66" CMP 450 @ 2.00% 450 @0.5% SLOPE O INV IN: 455.88 = INV. BTM: 452.13 Z) rel O 0 w Lu 445 445 w v o a z O V) DATE 0711612019 9+50 10+00 10+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 DRAWN BY STR. 118 — SWM A STR. 116 — SWM A STR. 110 — SWM A A. FONTAINE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • DESIGNED BY • A. ALLISON 0 o • CHECKED BY LO L Lo • C. SHIFFLETT � = o_ LO U • SCALE Q > AS SHOWN oU)PZ Z o � • 104: MH-1 N v `' v • ti STA 10+23.16 co CO TOP 459.00 = °+° Lo i- p N INV IN451.95(105) 2��ZO= p v �oLo� INV OUT 451.85(103) 00�0» � LO �Df o owe �cnP- Z �c°� o�� 00 ti� m C:) 465 465 a)o�d r��m� p��0 V. OF EXIST. C C.0 + It 66 > IL Z CONTRACTOR TO ���Z Z 0 U) PRIOR TO >�0> ON �cn�z _U)�Z Z z PROPOSED 470 470 465 GRADE 465 uj J J WEIR PLATE SWM A 0 V I 70 LF OF 66" CMP @ 0.5% SLOPE uj INV OUT: 452.10 INV BTM: 452.10 w Q J_ J Z CD Z O w J � 5 UQ� w m Q W Q � z Q N 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 Q RD — STR 114 STR. 108 — SWM A SWM A — STR. 100 0 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 x < 5- 0- 0 50 PROFILE SCALE JOB NO. 42231 SHEET NO. C2.1 ELEV. CONSTRUCTION PROPOSED I GRADE 465 465 EXISTING GRADE PROP. GAS LINE — j — — 460 1 1 � PROP. 460 PROP. GAS INE SANITARY SEWER I 455 455 115 113 34.89' OF 107.17' OF 111 12 HDPE 12" HDPE 21.27' OF @ 2.00% @ 1.00% 12" HDPE @ 1.00% 450 450 SWM A 70 LF OF 66" CMP @ 0.5% SLOPE INV IN: 455.42 INV. BTM: 452.21 445 445co PROPOSED GRADE 465 465 PROP. EXISTING — SANITARY GRADE SEWER 460 1' 460 MIN. RD1 47. �5� OF O 8., HDPE 455 @ 2 0 455 450 450 'TYPE K COPPER PROPOSED GRADE 465 � 465 � EXISTING � GRADE \ 460 2•5 460 1"TYPE K COPPER SWM A 455 70 LF OF 66" CMP 455 @ 0.5% SLOPE 109 INV. IN: 454.83 168.72' OF INV. BTM: 452.48 12" HDPE @ 2.75% 450 450 445 445 .•— ----EXISTING 460 GRADE 460 107 455 24.14' OF 455 12" HDPE @ 4.50% 450 450 SWM A 8" EXIST. 70 LF OF 66" CMP SANITARY @ 0.5% SLOPE PIPE INV IN: 456.16 INV BTM: 452.41 445 445 EXISTING APPROX. 0 .N 0 3 0 EL a 0 a a a c a a 0 3 c 480 In1 HEIGHT OF OBJECT = 3.5 FT SURFACED DATA SURFACE DATA 280' SIGHT pI5 (FROM IS) (FROM SURVEY) HEIGHT OF 475 TANCE -LEFT EYE = 3.5 FT 475 183,SIGHTp HEIGHT OF 1ST OBJECT = 3.5 FT 470 \ SCE "RIGHT 470 EXISTING GRADE — \ 465 _ 465 FINISHED GRADE 9+50 10+00 11+00 12+00 13+00 WESTFIELD PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXISTING 4601 4551 48n 4130 HEIGHT OF OBJECT = 3.5 FT 475 475 \ \ \ SURFACE DATA SURFACE DATA \ (FROM GIS) (FROM SURVEY) 470 — — \ \ 470 \ \ S8 ' 0 l\ ` pISTANC \ E' DEFT 465 \ \ 465 HEIGHT OF \ \ OBJECT = 3.5 FT 460 E ISTING \ \ 460 455 455 FINISHED GRADE 450 450 14+00 15+00 9+50 10+00 11+00 12+00 13+00 14+00 ROUTE 29 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 16+00 16+50 5 0 50 PROFILE SCALE Ar _ I I \ \ k \ \ 1 Ar 10+00 10+50 i —I- \-- — — — — — I I 0 -1-- - 1 4+5012+06 a° tiaG , oav q as atl. 12+5_co13+00 ii ---�, _ �' — — ma _-Ar - 3 ,f - - R �I , ___ _ .0+00 _ �+65 - LD ROAD 1445N -- 10+50 =J - - - - - - - _ \ 56FEET PUPC RIGHT- - 4—S8+00 1,200 ADT SPEED LIMT 2� MPH M"JI 1150 50 M s�,12+0= /\ II— �� 3 II \ aA/i 465 — - E9b- — — — _ \ I I/1\ \ I / l / 1 I A I co //i'�01 � / �6'�. / —M� / I I i � \ / ♦�,65' k / \ \ , I I 1 I ` — — — — � 1 \ �/ � �/ I F, ti I � I I ' �• ' l ' - / V I \ I I / v / ' i' ice'/'/ / 1 I / 'Q •�� ' I �� t. 1 1i C� �� \ I ` �' '� 1 / \ 11 /llll l l / � /'III I\ i _ _ ��s � 09 c o• � I( / / I I pop. \\ �6---Esr--- 46> \ \ 466 — SCALE.1"=40' S`CPILE n— EMIR CN \ol 4 co CLINT W. 2 S1WFFLET wd Lic.Ne. $4380 s + ' ##0#..9* ft Ln E N 0 N u M N O > E w — E = c E� Q W C) w LL U. o nQOo'- ' w W O O U) co:, <w fux p U w L-o a Ln CD _ m ko ~ N 6 _0 o 75 N 04 mo �m O J O w ��-- z O d U V) w 0 z O w w Q DATE 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE AS SHOWN Lu J J V / U) uj Lu J_ LL O > O Jz� D Lu O 7 i LuZ JJ U G Lu we m J Q 0 z O N O p JOB NO. 42231 SHEET NO. Ci2.2 0 c U C d 0 4 m s 3 0 0 n. 0 n c m 0 a 0 c m 5) c co co a c 0 0 3 c L NOTE: PER THE GEOTECHNICAL REPORT, EXISTING ASPHALT PAVEMENT SHOULD BE REMOVED AND HAULED OFF SITE. ABANDONED BURIED UTILITIES AND UTILITY TRENCH BACKFILLS SHOULD ALSO BE / REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING o�� FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR H OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING / THE PREVIOUS DEMOLITION ACTIVITIES OR INDICATED BELOW. EY Q TONG CURB PARCEL ID: OroIWO-01-OA-005AO U P-64" LANDS N/F C:HAXU INC. \(� ^ I II \ RCEL ID: 061W0-01-0A-00200 \ DB. 2614, PCs. 0�3e`' U P 1 USE: HOTEL / I STORY / / P-53" II cRass LA II S N/F ADRENALINE SPORTS LLC D.B. 2244, PCs. 354 I / MASONRY 1-66" I �I II I USE: RETAIL / ' �_ — HIGHWAY COMMERCIAL ZONE BUILD T 3" Q_ _ — CURB _` \ s — �� \ \— � — — CONL—Wa P-52" L/S T36" LIS C-1 COMMERCIAL ZONE 71 / / / r-3"T-3 -3 - - ` - _ _ as�"'�r —�—r-36" - — - GRASS' / / r 3" -f2)T 6" \ c51 �6 PAVED II I I / �' / / T 9 / I I -6 \ PARCEL ID: 061W0-01-0A-00400 I — —/ I I l l ,6AULTu J / REMOVE II d LANDS N/F S1-IEOU-JONCx CI-IIANCs 4 YUN LI /1 // as CONCRETE ` \ D.B. 1548, PCs. 03'1 / I / USE: RETAIL / �I I I I / VAULT, PAD PARCEL ID: 061W0-01-oA-00300 ` & ASPHALT PAVEMENT LANDS N/F UNII�RSITY OF YIRGINIA.,OUNDATION \ REMOVE D.B. 3296, FG. 514 \ TREES - - - _ REMOVE 40'WIDE GAS MAIN EASEMENT / CONCRETE PER D.B. 411, PCs. 341 / I 1/ / BASE \ �' II I I iCONC. \ V A BASE \ \ ASPHALT / PAVEMENT /GRASS \ I � 3 / Cc) / /i / / \ CAS MAIN EASEMENT / / ��j� / / / 1 GRASS BENCHMARK I PER D.B. 1694, PCs. 113 / / / ! / / / 1 MACS NAIL I I ELEY=461.45 ASPHALT Q Q PAVEMENT I STORY MASONRY 5LI LDIN63 GRASS T-4519 APPROXIMATE LOCATION OF �, i I /cl,v GAS LINES. / / X d v REMOVE Q ASPHALT PAVEMENTS / GRASS / I REMOVE CONCRETE n / RELOCATE I RAMP GAS POLE I IL / m h GRASS si a� s / II G 05 \ \ A 20" REMOVE T-I PAVEMENT / ASPHALT III I %I / \/ \� \ \ ADJUST TOP 45" HOLLY LIGHT SANITARY SEWER UG Etc. a"EPa I AS NEEDED MgRKiYir I I � SANMH /----1T-I--/ --- \� — TO REMAIN I — — RIM=456.64 — —— (a) INV =444.14 \ (b) INV=444.14 / ` J / \ \ ` LJ \ GRASS (c) INV=449.b34(c) — —I —� �VAULT \N - 8"SN- II 8" SAN — I 8" JI AN - ii" S 8" SAV � ASPHALT �-- ✓ ` / c PORTION OF 10" WATERMAIN \ REMOVE I PAVEMENT I I T \ Gas TO BE RELOCATED FOR y INLET 128PA}CE6 / RELOCATE , / �� ,PROPOSED STORM PIPE 0 I I GRASS / GASP L' E v GRASS P LE \ REMOVE -_PIPE STORM MH I I Qi \ GRASS �� RIM=460.50 II PED l — \ VAULT INV=456.52 I — I OHP /- OH �- OHP1 �OHY- - O A OHP OHP I -I O P „ 10„W � ,. 1 10 �� UG WATER LINE PER MARIFOUT 10" D.L 1 O„W� \ I 10 i II� \ 1 LIS I \ LIS 7 // U / 1 SAWCUT / I Cam/ ti SAW j l T=40" �e l�tl C�'T 467 - / GRAS m m Q6d, ASPHALT \ PAVEMENT 1 I I I T 3" I (3)T 3 � GRASS T-40" ,466 - � 4 HOL0 A S22 (b) s (a) STORM MH SAN. MH �1=464.87 / /7// � RIM= V=4 (a) INV=460.84 //� \ (b) INV=461.79 0A - HP- SAWCUT _ _ L) _ \ ` 7RAMC GRASS s IQRM MH RIM=4b2.44/ �' T MA� I I — ORM M TH _SASS- — — — _ T �-- 21" RCp CONG CURB W GU R — � � —� �— VAULTS — ` (a) INV=453.82` I--,' ` R0 T �� I INV=451.34 / -- --- — ------- -c _— _ - — — — — — (b)INV=453.64 —\— 21 RCP — — ——C2C_N&K—_ .�b) SAWCUT ' — �_---- -�_ GRASS _—___ CONC CURS GUTTER _ RELOCATE POWER POLE. i h� �` rb REMOVE CONTRACTOR TO COORDINATE , CONCRETE CURB REMOVE STORM INLET WITH W TH DOMINION ENERGY i 13 i AND GUTTERS J _� STD MH-1 TOP. REFER TO FINAL j REMOVE PORTION OF CIP'2B AND GUTTER �' , /40'WIDE UTILITY EASEI�NT / I GRADING PLAN FOR ELEVATION. i i PER D.B. 4'11 PCs. 12 s /t ITT O LE T RAI E Al'A U.S. R 0 UIE 9 VARIABLE RIGHT40E—WAY a GRASS MEDIAN 59,00 ADT — SPEEDy LIMIT 45 MP GRASS MEDIAN -- -- -- G G GRASS MEDIAN `j'STORM MH RIM=465.96 OHR I I 1 I I I I 1 I III I 1 I I 11 I I I \� STORM MH RIM=466.49 \p INV=460.07 \ \ \ 1 -J GRASS MEDIAN LEGEND: ® REMOVE CONCRETE aREMOVE ASPHALT xREMOVE TREE ------- SAW CUT \1i r= awe, ' CLINT W. SlUFIF'LETT Lic.'N . ;i#1110 ORO is�ih of #404 � Ln E [V p N u N � > E E Lu ~ E � Q W v Lu LL � z �o� O Lu W o a � Ln a o a z 0 cn 0 rax U cn o O ra o z O LlO I--i W Q 0 o > coLu o rY 00 O J O � O �7 O ccl w > LL Q z O U-) DATE 0711612019 O } DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' Lu J J V / ui z 0 J z 7� z O 0 W Z U Q J Lu m w Q w z 0 N 0 D L L SCALE 1 "=20' NOR 0 20' 40' JOB NO. 42231 SHEET NO. D1.0 INTERIOR PARKING LOT LANDSCAPED AREA PARKING LOT LANDSCAPED AREA 3,407 SF LIS CONC. CURB D / QUE BIC (3) ITA VIR(65) ULM ALL v PLA ACE (6) / o / ILE WIN(10) ° ASPHALT PAVEMENT // ITA VIR(5) HYP PER(40) � ° � ILE WIN(9) / d ° ILE INK(12) O / / GRA PROPOSED CAR SED(54) �0 REA BENCHMARK AUTOZONE �A5 MAIN EASEMENT / / d MACS NAIL 6,816 SF ° PER D.E�. 1094, FG. 113 e ELEV• 1 STORY � / FUTUR ` d (2)BET HER BUILDI %• � � �� /// / \ I STORY • MASONRY EUILDING GRASS APPROXIMATE LOCATION OF GAS LINES. 232.6' / Q o DRAINA � � °� ° '' 4 d � d � ACCES d ° a a a O T EASEM d 1 W 176, STORMWATER �, III GRASS o (14)ILE WIN MANAGEMENT ITE SPR(23) C �� (28)ITE SPR MAINTENANCE D GIN PRN(9) j co EASEMENT 'AG SWE 12 �� Pa MENR'�1 T - �458� (33) ILE INK ILE WIN (18) L J VAULT t _ 462c �_ "SAN — 8" SAN — 8„ S N — — - -- - �- _ SAN — A — E- Y` 4 I I 4,59 • -_ _ 's, RE BA E45 oLE \ -4 0� 1018 0,00 oHP oHP P� )`tT01� HP 012 ���W LG. WATER u,W10„W (84)CAR SED 1 011W 10'W Q 17 °o 0 0 -- GRA55 D 0 RAFFIC--------------- MA i i T R z1° Rc�-------- ----------- - vAULi❑-- - - --- 580' SDL --- _ — — --- ----- — 1_— 21" RCP DI-3B 10' THROAT --- --- --- —GRASS � _ � �� i MONUMENT IKI\/ 1ni- Arl R7 — — -- — -- — -- — coNc=cuR cuTTER — — _ SIGN INV OUT: 451.87 S E M I N O L E T R A I L 13 4010DE UTILITY EASEMENT FER D.E5. 411, Fla. 12 3N5 AKA U.S. ROUTE 29 (VA2IABLE RIGHT—OF—WAY) 50,000 ADT SPEED LIMIT 45 MPH CONc CURB T-66" �-ONl'. CURB HIGHWAY COMMERCIAL ZONE T C-1 COMMERCIAL ZONE �I cRAs 2j GONG. PAVED i �/ LIT 9 40'UJIDE GAS MAIN EASEMENT / PER [)-5. 41�, FG. 347 ITA VIR(5) ° a / MAG SWE (5) ° GRASS MEDIAN VO V GOB co P-64" I STORY � i MASONRY �`� EULDIN CONC. CURB = GRASS - MEDIAN — G G CONCCURB GRASS II II 466 �65 GRASS MEDIAN GRASS MEDIAN SCALE 1 "=20' NOR 0 20' 40' ;NLTH OF G� W. H� C III z o. 14H 7/16/19 1� pE xy, LnE N O N u M N O O > E w E a Lu 0 iV-I w w d 0 O z w Lu oM O H- C7 �0Co U � � Ur- x V) aui � wo 0 U) a CD Z = L 10 cu Zo w mo �co O J O w ,--I 1— ui O O ce Lu > w Lu � Q 0 z O U) DATE M 711612019 O >- DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER • CHECKED BY • F. HANCOCK • • SCALE 1 "=20' • uj J uJ I V W Z O Q Q � J J Z 0 0- w Q = J U < U) Uwo mz w Q Q z J O N O Q JOB NO. 42231 SHEET NO. L1.0 L GENERAL NOTES - PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION HEIGHT VARIES WITH PL 12" MIN. • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT K/ 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRI AND OUTSIDE OF I SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL ROOTFLARE SHALL I ABOVE FINISH PRUNE 1 A SLOPE Of\ PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAf MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT I. J/ \\'II a wi DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING i B&B =III III ,III III CONTAINER DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER I- 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF BET HER 2 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. 397 GIN PRN 9 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 3.5" CAL. 20 PLA ACE 6 PLATANUS X ACERIFOLIA LONDON PLANE TREE 2.5" CAL. 422 QUE BIC 3 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. 339 ULM ALL 6 1 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. 299 FLOWERING TREES QTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF MAG SWE 17 MAGNOLIA VIRGIN IANA SWEET BAY 2" CAL. 100 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ILE INK 45 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. ILE WIN 51 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. ITA VIR 75 ITEA VIRGINICA VIRGINIA WILLOW 24" HT./SPRD. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING ITE SPR 51 ITEA VIRGINICA'SPRICH' VIRGINIA SWEETSPIRE 24" HT./SPRD. 30" o.c. PAN SHN 45 1 PANICUM VIRGATUM 'SHENANDOAH' SWITCH GRASS 24" HT./SPRD. 30" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING CAR SED 210 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 18" o.c. HYP PER 40 HYPERICUM PERFORATUM ST. JOHN'S WORT 1 GAL. 18" o.c. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 301.5 LF 1 LG TREE PER 35 LF 301.5/35 = 8.6 9 LG TREES 9 LG TREES WESTFIELD ROAD 232.64 LF 1 LG TREE PER 40 LF 232.64/40 = 5.8 6 LG TREES 6 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 28,639.13 SF 28,639.13 x .05 = 1,431.96 SF 1,432 SF 3,409 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 55 PARKING SPACES 55/10 = 5.5 6 LG. OR MED. SHADE TREES 11 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,186 SF 10,040 SF AREA) = 6,185.52 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. tiPLTH per Lj ZANK W. HC�C,III z 7/16/19 v w PE syt. Ln E [V O N U N � 0 > E w -6 E 0 3: Q ui u 3 p U E � U_ a O CD CD w Uj O CD Q Q) in C) z0�� < 0. w ra x af O 3 p U Y o r° o aU) W o -o 0 :::5 N O mo �00 O J o U-i Ln 0 L7 0 0 w w U Q z 0 0 z O a U Cn w z O > w w Q 0 DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE NTS Uj J J H4 > r ^ V 1 J_ Uj Q w O Q r) 06 J ~ W O O _ w � Z Uwem LU J a a 0 z U) O o N Q O D 19 JOB NO. 42231 SHEET NO. L2.0 NOT TO SCALE L NOT TO SCALE Catalog D-Series Size 1 I Number qpbbb LED Wall Luminaire I Notes DESIGN 1I6NTS'°Ilii filching I Type dmiME NCONSORTIUM facts FRIMMY Introduction d°series The D-Series Wall luminaire is a stylish, fully integrated LED solution for building -mount Specifications applications. It features a sleek, modern design Luminaire Back Box (BBW, ELCW) and is carefully engineered to provide long-lasting, Width: 113-3/4" Weight: j2Ib) Width- 13-3/4" BBW 5lbs energy -efficient lighting with a variety of optical j34.9cm1 Weight: (z.dkg) Depth: 10" De the 4" ELCW 10 Ibs and control options for customized performance. P (25.4cm) P (10.2cm) Weight: (4.5kyr With an expected service life of over 20 years of Height- 6-3/8" Height: 6-3/8" o nighttime use and up to 74/o in energy savings over comparable 25OW metal halide luminaires, the D-Series Wall is a reliable, low -maintenance 11111�� H Q lighting solution that produces sites that are -\--t L! exceptionally illuminated. W For 3/4' N PT side -entry conduit (BBW only) • - EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD DSXW1 LED DSXW1 LED LEDs 10C 10 LEDs (oneenglne) 20C 20 LEDs (two engines) Drive current 350 350mA 530 530 mA 700 700 mA 1000 1000 mA (1 A) Color temperature 30K 3000K 40K 4000K 50K 5000K T2S Type 11Short T2M Type llMedium T3S Type III Short T3M Type III Medium T4M Type IV Medium TFTM Forward Throw Medium MVOLT' 120' 208' 240' 277' Shippedincluded (blank) Surface mounting bracket BBW Surface - mounted back box (forconduit entry)' Shipped installed PE Photoelectric cell, button type' DMG 0-10V dimming driver (no controls) PIR 180°motion/ambient Ilghtsensor, <15' mig ht' PIRH 180°motion/ambient lightsensor,l5-30' mtg hts,' ELCW Emergency battery backup (includes external component enclosure)' Shipped installed SF Singlefuse (120, 277V) s DF Double fuse (208, 240V) e HS House -side shield Shipped separately BSW Bird -deterrent spikes' WG Wire guard' VG Vandal guard' DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone NOTES Accessories 1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options), or photocontrol (PE option). Ordered and shipped separately. 2 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. 3 Photocontrol (PE) requires 120, 208, 240 or 277 voltage option. Not available with motion/ambient light DSXWHSU House -Ode shield (me per light engine) sensors (PIR or PIRH). DSXwBSWU Bird -deterrent spikes 4 S ec'diasthe Sensor Switch SBR-1O.ODP control; see Motion Sensor Guide for details. Includes ambient P DSXW1 WG U Wire guard accessory light sensor. Not available with "PE" option (button type photocell). Dimming driver standard. S Specifies the Sensor Switch SBR-6.ODP control; see Motion Sensor Guide for details. Includes ambient DSXw1VGU Vandal guardaoessory light sensor. Not available with "PE" option (button type photocell). Dimming driver standard. 6 Not available with 20 LED/1000 mA configuration (DSXW1 LED 20C 1000). 7 Not compatible with conduit entry applications. Not available with BBW mounting option. 8 Single fuse (SF) requires 120 or 277 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 9 Also available as a separate accessory; see Accessories information. L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 Fax: 770.918.1209 • wlww.lithonia.com OFA L/GHT/NG. 02013Acuity Brands Lighting, Inc. All rights reserved. -� D-Series Size 1 Catalog I Number LED Area Luminaire Notes DESIiNl16NTS� ;�g I Type CONSORTIUM N'K,HrriNE• facts etlB 0.Y Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its Specifications environment. The D-Series distills the benefits of the latest in EPA: 1.2 ft' (0.11 MI) W LED technology into a high performance, high Length- 33" efficacy, long -life luminaire. The outstanding (83.8 cm) photometric performance results in sites with 13" Width: (33.0cm) excellent uniformity, greater pole spacing and 7-1/2" L lower power density. It is ideal for replacing 100- Height- (19.0cm) 40OW metal halide in pedestrian and area lighting 27 s) � applications with typical energy savings of 65% `(max)Weight (1221 and expected service life of over 100,000 hours. • EXAMPLE: DSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD DSX1 LED Distribution Control options Other options DSX1 LED 30C 30LEDs 530 530 mA 30K 3000K T1S Type Ishort MVOLT Shipped Shipped installed Shipped installed DDBXD Dark bronze (one 700 700 mA (80 T2S Type II short 1201 included PER NEMA twist -lock receptacle HS House -side DBLXD Black engine) 1000 1000 mA CRI min.) T2M Type II medium z 2D8 SPA Square g only(nocontrols) shield" DNAXD Natural 40C 40 LEDs ( two (I A) 40K 4000K T3S Type III short d 240 pole DMG 0-10Vdimming driver (no , WTB Utllityterminal „ aluminum engines) (70 T3M Type III medium 277' mount Ing controls) block DWHXD White 60C LEDs CRI min,)t T4M TypeIVmedlum 347 RPA Round DCR Dimmable and controllable via ROAM®(no controls) s SF Singlefuse (120,277,347V)13 DDBTXD Textured (two (t engines) 50K SOOOK TFTM Forward throw 4803 Pole DS Dual switching Q' DF Double fuse dark bronze DBLBXD Textured W7 medium mount- Ing PIR Motion sensor,8-15' (208,240,480V)" black T5VS Type Vvery mounting height 8 short WBA Wall PIRH Motion sensor, 1S 30' TLS Tool -less entry triggerlatchnatural DNATXD Textured T5S Type Vshort bracket mounting height g g L90 Left rotated aluminum T5M TypeVmediuiri BL30 Switched dimming,3096711 optics" DWHGXD Textured T5W Type Vwide BL50 Switched dimming,5096''10 R90 Right rotated white optics" Top of Pole NOTES 1 Configured with 4000K (401Q provides the shortest lead times. Consult factory for 3000K (30K) and 5000K (501Q lead times. Template98 0.563" 2 MVOLTdriveroperatesonanylinevoltagefrom120-277V(50/60Hz).Specify = DSXI shares a unique drilling pattern with the AERISr" family. Specify this 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options). 1.325' d filling pattern when speeiiying poles, per the table belOW. 3 Not available with single board, 530mA product (30C 530). i 2.650" 0.400" (2 PLCS) 4 Not available with 347 or 48OV. Q DM19AS Single unit OM29AS 2 at 900 5 Species a ROAM@ enabled luminaire with 0-10V dimming capability; PER OM28AS 2 at 180° 9M39AS 3 at 900 option required. Not available with 347 or 48OV. Additional hardware and OM49AS 4 at 90° OM32AS 3 at 1201* services required for ROAM® deplo ment; must be purchased separately. Call 1-800 442-6745 or email: Salesroamservices.net. Not available with PIRH. DLL127F 15 JU Example: SSA 20 4C OM19AS DUAD photocell - SSL twist -lock (120-277V)" 6 Requires 40C or60C. Provides 50/50luminaire operation via two independent drivers on two separate circuits. WA with PER, DCR, DMG or DLL347F 1.5 Cut JU Photocell - SSL twist -lock (347V) rs Visit bthonia Lightmg's to see our wide selection of WTB. m DLL480F 1.5 CUL1U 'A8 Photocell SSLtwist-lock{480V)'s poles, accessories and educational mots. 7 Requires an additional switched line. Species the - - control; see i,'; ,uide GI c SCu Shorting for details. Dimming driver standard. Not available withDCR orWTB. "L DSX1H530CU House -side shield fm30LEDunit Tenon Mounting$lI fitt* Per 9 Spec�esthe - control;see' �wdefor details. Dimming driver standard. Not available with DCR or VVTB. N H DSXIHS40CU House -side shield for40LED unit Team O.D. Single Unit 2 at 180' 2 at go' 3 at 120' 3 at ,r 4 at Or 10 Dimming driver standard. MVOLTonly.NotavailablewithDCR orWrB. DS%1HS 60C U House -side shield for 60 LED unit 11 Also available as a separate accessory; see Accessories information. IA a SPA19/MR2DDBXD U Square pdeDMl9toDM19ASadapter 2-3/8' AST20-190 AST20.280 AST20.290 AST20.320 AST20-390 AST20-490 12 WTB not available with BL30, BL50, IDS, PIR or PIRH. Q (spedfy finish) 2-7/8' AST25-190 AST25-280 AST25-290 AST25-320 AST25.390 AST25 490 13 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. O RPA19/MR2 DDBXD U Round pole PM19toDM19AS.adapter 4' AST35-190 AST35.280 AST35.290 ASTM-320 AST35-390 AST35-490 (specify finish)15 14 Available with 60 LEDs (60C option) only, Requires luminaire to be specified with PER option. Ordered and shipped as For more control options, visit and online. ' For round pole mounting (RP4)only a separate line item. OFA "YWVJV/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • Nvvw.lithonla.cem L/GHT//VG. ® 2011-2013 Acuity Brands Lighting, Inc. All rights reserved. 20cf watt LED "D" series area light Fixture one per pole. See site plan For pole and Fixture locations and orientations. Light fixtures and poles are furinished by AutoZone and installed by 0 6eneral Controctor_-' Light pole base cover install Over anchor, bolts Light pole base plate., Note: •� lie o Rub concrete base smoothI I m aI-I II` � III=III-IIII III '� • `I I •• I s � III • - - .III `III NOTE: This drawing represents the minimum Foundation requirements; if more stringent drawing is shown in structural then it shall govern. 5" eq. steel pole bronze finish with 4 anchor bolts Note: Anchor bolts to be installed perpendicular to curb on single head poles. Rotate 45 degrees to diamond bolt pattern on dual head poles. High wind anchor bolts I'x5b"x4" hook Standard anchor bolts 4"xlT'x3" hook Levelling .nut (4 locations) 3/4" chamfer Finish grade or top of paving, See site plan for Io( otion 24" dia. concrete base. Min. reinforcing 4 #5 bars vert. $ 1 #3 ties ea. space Electric cbnduit NO SCALE © 20' TYPICAL SINGLE LIGHT POLE Z� �v v ti V 0.1 X ` 0.0 0.1 0.2 H AY o GY C i C ERCIAL Q(AJE 1 x 3.00-1 COIWIFORCIAL ZQNE ° *.3 X 0.6 0.0 0.0 01.3 0.6 .0 X 0.0 0.3 +1 0. .0 X .1 0.6 0.9 x 0.1 0.4 0.9 1.2 SITE LIGHT FOOT CANDLE CONTOURS SIDE SHIELDING SITE LIGHT FOOT CANDLE CONTOURS NO SHIELDING 0.2 0 0.4 �l 0.3 X 0.5 X 0.3 �X _ - 0.6 0.3 _0 0 "� 0. 5 0 9 N 40 833„ E /� r._ 0.8 61 © 1.81.6/ 0.8 .1 1.5 *1.9 1. + 2.0 2.9 2. 3.2 1 7 _ 2.2 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Mounting File Lumens LLF Watts A 5 WallPack DSXW1 LED 10C 1000 40K DSXW1 LED WITH 1 LIGHT ENGINE, 10 LED's, LED BLDG. DSXW1 _ LED _ Absolute 0.95 40 T3M MVOLT 1000mA DRIVER, 4000K 12'-C" AFF 10C_1000_40K LED, TYPE 3 MEDIUM _T3M_MVOLT. OPTIC ies 1-DSX1 LED 60C DSX1 LED WITH (2) 30 B 7 1000 40K T4M MVOLT House LED LIGHT ENGINES, TYPE T4M OPTIC, 4000K, LED POLE 20'-0" AFG DSX1 _ LED _60 C 1000_40K T Absolute 0.95 209 Side Shield 209 @ 1050mA WITH HOUSE 4M MVOLT H Watt SIDE SHIELD S.ies C 2 DSXW1 LED 10C 530 40K T3M DSXW1 LED WITH 1 LIGHT ENGINE, 10 LED's, LED BLDG. DSXW1 _ LED _ Absolute 0.95 20 MVOLT 20 Watt 530mA DRIVER, 4000K 12'-C" AFF 10C_530_40K7 LED, TYPE 3 MEDIUM T3M_MVOLT.i OPTIC es STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Avg/Max IMPERVIOUS X 2.0 fc 3.3 fc 0.1 fc 33.0:1 20.0:1 0.6:1 SITE X 1.6 fc 3.3 fc 0.1 fc 33.0:1 16.0:1 0.5:1 0.2 0.1 11 0.1 X 0.5 0.5 X x 0.0 0.6 X X 1 0.1 0.3 X 0.3 0.1 X�l 1 X /� x -- �. -- �.�I 0.4 X 0.6 =.9� - 0.3 X 0 // 0.0 0.0 2®o�a' 0.1 0.0 x 0. * 1.0 1. 2.2 ©1.3 *0.70.3 0. 0.3 1 01 2 26 2.2 1.6 0.0 0.0 1.0 1.9 * * 2.4 1.23.0 -2.9 1.4 1.9 *2.5 *2.1 * *2.3 2.7 *2.8 + 1.4 2.7 27 1.7 2.2 * .2. 5 1.6 1.9 *1.71.81. 8 *1.6 *1.3 1.8 1.4 0.4 * 2.6 2.7 2.6 2.6 2.9 2.2 "2.3 * o - o IF © 0 _Aug !'BLDO. 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ARCHITECT: LE DRAFTSMAN: KM CHECKED BY: DB DATE 06-01-19 PROTOTYPE SIZE 65W2-R PH1 00