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Home My WebLink AboutSDP201500052 Plan - Approved Minor Amendment 2015-10-271-k CONTACT INFORMATION 1( lr_-AO�D 11 xN, REFERENCES *BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97-159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) ♦GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID -ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29,2013 ♦ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009-001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) ♦FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) ♦CRITICAL SLOPES SPECIAL EXCEPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - LANDFILL CAPPING PLAN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 23, 2014 (REVISED FEBRUARY 6, 2015) ♦WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED APRIL 10, 2013) ♦WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED APRIL 17, 2014) ♦WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - E&S PHASE II AND SWM/BMP DESIGN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 (REVISED MAY 19, 2014) *SITE PLAN - WEGMANS: "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: OCTOBER 30, 2014 ♦ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION - BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED MAY 5, 2015) ♦ ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR FIFTH STREET AND BENT CREEK ROAD INTERSECTION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: APRIL 26, 2013 (REVISED JUNE 11, 2015) ♦ WETLANDS PERMIT: "VIRGINIA WATER PROTECTION (VWP) GENERAL PERMIT NO. WP4" VWP GENERAL PERMIT AUTHORIZATION NO. WP4-13-1602 AUTHORIZATION EFFECTIVE DATE: DECEMBER 11, 2013 AUTHORIZATION EXPIRATION DATE: DECEMBER 10, 2020 PERMITTEE: S.J. COLLINS ENTERPRISES GOVERNING ING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972-4126 UTILITIES ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 GENERAL NOTE: RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS E OPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FINDA CONFLICT WITH THE DOCUMENTS RE CIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RE 3 PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CON NCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DERNED BY THE DRAWIN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. an TAX MAP PARCELS 076M 1 -00-00-002A0 076M1-00-00-00260 076M1 -00-00-004A0 07700-00-00-011 EO LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 1 LOCATION MAP VVF 1 nlI l I 1 A✓V 1 F 1L IVI/ F r LVI-LL PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' *OWNERS: *APPLICANT: AVON HOLDINGS, LLC 5TH ST. STATION VENTURES, LLC 1209 NORTH ORANGE STREET 5B SOUTHWEST BROAD STREET WILMINGTON, DE 19801 FAIRBURN, GA 30213 (770)692-8300 5TH ST. STATION VENTURES, LLC. CONTACT: DANIEL S. TUCKER 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692-8300 CONTACT: DANIELS. TUCKER SPR EPARED ID3 Y fi E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 dhines@bohl ereng. com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2A -B OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN 3A CONSTRUCTION PHASING PLAN 4 OVERALL SITE PLAN 5 SITE PLAN 6C -6G, 6J GRADING PLAN 7C -7G, 7J UTILITY PILAN 8C -J WATERLINE PROFILES 9A -C SANITARY PROFILES AND COMPUTATIONS 10A SANITARY PROFILES 10B STORM PIROFILES 11A -F STRUCTURE DETAILS AND COMPUTATIONS 11G STORM COMPUTATIONS 12A -D LANDSCAPE PLAN 13C -G LANDSCAPE DETAILS 14A -B LIGHTING; PLAN 15C -G LIGHTING; DETAILS 16 FIRELANE PLAN 17 PUBLIC RECREATIONAL EXHIBIT 18 OVERALL EROSION AND SEDIMENT CONTROL PHASE III 19 EROSION AND SEDIMENT CONTROL PHASE III 20C -G APPROVED PROFFERS 21A -B PROFFER[ ANALYSIS 22 RETAININIG WALL DETAILS 23 CONSTRUCTION DETAILS 24A -B RAINWATIER HARVESTING DETAILS 24C WATER AND SEWER UTILITY DETAILS 25A -B APPROVALS DATE DEPARTMENT OF COMMUNITY DEYU..OPMENT PLANNER/ZONING ''" •j ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHO Y VIRGINIA DEPARMENT OF TRANSPORTATIO HEALTH DEPARTMENT 11 WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIO R TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. REVISIONS REV DATE COMMENT J F� 7/16/15 PER COUNTY COMMENTS DRH 2 LL C DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT; L V o�ziy= � 0 20 ZF�j W p �zzZQw o0 ti P.¢ LIJ < OOF-a02 8 €© 01 � COO Cn�LLa LLJ y�W q Q �O w ®� LL O z>} IL 44 Z � o W 0♦ C> ) Q Q J 0 �� J -0 r WZ m U =o cc mw 0ZOZ> Z zF-- QOOI- mw ZmZQZ OJOSW �m $� M U) Qtr O0 w_ ¢m a iAIM^� � ¢yN a p?' Ua � O U) 0 Z mw D y b b � Z REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT; DRH THE FOLLOWING; STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-8001-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I. D.: SD1 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE 11 ]LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWEILL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com H �pF a v DANIEL R. HINES �O LIc. No. 043176 'O�t► 10/l/15 SHEET TITLE: COVEIR SHEET SHEET NUMBER: SURVEY STRUCTURE INFORMATION SANITARY SEWER MANHOLES: STORM STRUCTURE SCHEDULE: (ASSUME ALL R.W.S.A. ON MAIN L1 S 25°45'15" E INTERCEPTORS ALONG MOORES CREEK #1 ES -1, 15" RCP AND BISCUIT RUN; A. C. S. A. ELSEWHERE.) 70.94' INV = 377.20' #1 TOP = 383.89' #2 DI -3C (OLD), L = 8' 61.33' IN = 378.0' S 50°40'06" E TOP = 381.52' L7 OUT = 377.7' 71.97' IN = 377.7 S 13014'20" E 89.00' L9 OUT = 377.6' #2 TOP = 376.02' S 52°19'19" E 134.66' L11 IN = 368.2' #3 DI -313, L = & S 31047'38" E OUT= 368.1' L13 TOP = 381.14' 88.07' L14 S 13044'20" E OUT = 378.1' #3 TOP = 379.53' 97.16' L16 S 63°48'17" E IN = 370.1' #4 ES -1, 15" RCP 148.05' OUT = 369.8' S 60047"53" E INV = 376.55' #4 TOP = 378.21' #5 DI -313, L = 8' S 4904904" E IN = 371.7' L21 TOP = 383.23' 65.11' OUT = 371.7' S 870233'59" E OUT = 377.8' MOORES CREEK SS INTERCEPTOR (UPPER): #6 ES -1, 42" RCP #5 TOP = 372.56' 17.79' INV = 375.03' N 65°22'01" E IN = 362.2' L26 N 52040'13" E 136.90' OUT = 362.0' #7 VAULT MANHOLE DOMESTIC TELE LIGHT TOP = 385.65' #6 TOP = 373.65' TREE PROTECTION FENCE 12?" IN = 380.1' SIGN IN = 363.4' TOP OF WALL 2-24" INS (FROM 8) = 376.8' EDGE OF PAVEMENT OUT = 363.3' COUNTS OUT = 376.5' #7 TOP = 385.05' #8 HEADWALL, L = 11' -------------169------------ IN (FROM 7A) = 365.9' 187 TOP = 380.55' SPOT ELEVATIONS IN (FROM 8) =364.1' TC 516.00 INV (SO.) = 377.44' 516,4 OUT = 364.0' WATER LINE INV (NO.) = 377.52- #7A (A.C.S.A.) TOP = 384.49' #9 15" HDPE OUTFALL SANITARY 2" IN = 373.8' ± INV = 376.46' # 8" DROP? IN (FROM SO.) = 370.0- STORM e G 8" IN (FROM NO.) = 368.9' #10 DI -1 SANITARY SEWER OUT = 368.8' # TOP = 383.55' GH yy UNDERGROUND OUT = 377.7 #8 TOP = 375.21' GRATE E UNDERGROUND 6" IN = 366.2' #11 15" HDPE OUTFALL HIGH POINT 30" IN = 364.8' UNDERGROUND INV = 373.16' HEADWALL OUT = 364.7' INTERSECTION ._-OH OVERHEAD OH #12 DI -1 #9 TOP = 372.99' UNDERGROUND TOP = 382.25' LINE OF SIGHT 6" IN = 367.7' LOW POINT OUT = 373.9' UNDERGROUND 30" IN = 365.0' MAXIMUM CABLE LINE MINIMUM OUT = 365.0' #13 15" RCP OUTFALL MECHANICAL JOINT - - - - - - - - - - SEWER INV =364.94' #10 TOP = 374.88' POINT CURVATURE SEWER MAIN POINT OF COMPOUND CURVATURE,CURB RETURN 28" IN FROM #13 = 365.7' #14 DI -7 STANDPIPE (^C� 30" IN FROM #11 = 365.6' W TOP = 373.48' OUT = 365.6' ce®�' OUT = 370.5' #11 TOP = 376.05' #15 15" RCP OUTFALL 12?" IN FROM STUB? = 366.7 INV = 373.82' WATER 30" IN FROM #12 = 365.9' METER OUT = 365.8' #16 DI -313, L = 10' WATER Q TOP = 383.88' #12 TOP = 379.74' ® IN = 379.8' 8" IN = 370.5' VALVE OUT = 379.7' ® 4" IN = 371.4' METER 30" IN = 366.7 #17 ES -1, 15" RCP OUT = 366.7 SECTION INV = 374.92' BISCUIT RUN SS INTERCEPTOR (TO #10): #18 DI -3A #13 TOP = 375.12' 1�~) TOP = 385.23' IN = 366.0' INLET IN = 379.9' OUT = 365.9' p� OUT = 377.4' #14 TOP = 375.32' #19 ES -1, 15" RCP O IN = ?* OUT INV = 373.52' (1 OUT = ?* O MANHOLE *(LOCKED SHUT & BROKEN) #20 DI -3A O MANHOLE TOP = 387.81' #15 TOP = 376.70' FEB] IN = 380.5' BOX IN =367.6' FEE OUT = 375.5' EP ❑ (VENT = 375.0') PEDESTAL OUT = 367.4' #21A 4" PVC OUTFALL WELL INV = 363.7T MOORES CREEK SS INTERCEPTOR (LOWER): #16 TOP = 371.53' #21 B 4" PVC OUTFALL IBENCHMARK IN = 361.0' INV = 363.54' .4� OUT = 360.7 #22 ES -1, 24" RCP #17 TOP = 370.32' INV =363.84' IN = 359.9' OUT = 359.6' #23 DI -12C, L = 4' TOP = 377.92' #18 TOP = 370.23' OUT = 365.6' 30" IN = 359.4' 8?" IN (FROM NO.) = 361.5' #24 15" CMP OUTFALL 8?" STUB IN (FROM SO.) = 361.2' INV = 368.49' OUT = 359.3' #25 15" CMP #19 TOP = 370.02' INV = 369.07' IN = 358.6' OUT = 358.4' #26 15" CMP OUTFALL INV = 369.66' #20 TOP = 368.86' 30" IN = 357.0' #27 15" CMP 15" STUB IN = 358.3' INV = 369.75' OUT = 357.0' #28 12" CMP OUTFALL #21 TOP = 366.63' INV = 374.92' 30" IN = 356.2' 8" IN = 361.6' #29 12" CMP 8" DROP? IN = 357.6' INV = 375' OUT = 355.7' #22 TOP = 365.18' IN = 354.7' OUT = 354.2' VDOT GENERAL NOTES REVISED 3/28/13 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF: VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE MARCH 9, 2009 AND VDOT ROAD DESIGN MANUAL APPENDIX SCHEMATIC STREET LAYOUT AND COMPUTATIONS OF CONNECTIVITY INDEX ARE PROVIDED WITH THESE PLANS PER 24VAC30-92-60. 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 8. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21 B AGGREGATE IS USED, UD -4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION_ 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. LINE TABLE. - NUMBER DIRECTION DISTANCE L1 S 25°45'15" E 45.00' L2 N 56°52'33" E 56.84' L3 N 73°44'05" E 70.94' L4 S 85045'33" E 141.07' L5 S 72°33'39" E 61.33' L6 S 50°40'06" E 64.27', L7 S 35°27'54" E 71.97' L8 S 13014'20" E 89.00' L9 S 34050'23" E 191.43' L10 S 52°19'19" E 134.66' L11 S 38000'12" E 138.06' L12 S 31047'38" E 131.15' L13 S 36°30'32" E 88.07' L14 S 13044'20" E 90.00' L15 S 48°14'41" E 97.16' L16 S 63°48'17" E 140.01' L17 S 35°42'05" E 148.05' L18 S 60047"53" E 65.32' L19 S 70035,'05" E 107.58' L20 S 4904904" E 72.30' L21 S 41013'10" E 65.11' L22 S 870233'59" E 58.48' L23 S 430133'50" E 25.59' L24 S 84032'05" E 17.79' L25 N 65°22'01" E 65.58' L26 N 52040'13" E 136.90' SURVEY NOTES 1. SURVEY PREPARED FOR: 5TH STREET STATION, LLC. 2. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 3. THE LOCATIONS OF UNDERGROUND UTILITIES, AND ANY EASEMENTS OVER THEM, ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO DIGGING, TEST BORING, OR UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. LACKING PRECISE LOCATIONS OF THE UNDERGROUND UTILITIES THIS SURVEYOR CANNOT CERTIFY TO ANY ENCROACHMENTS, OR LACK THEREOF, INTO EASEMENTS THAT ARE CENTERED ON UNDERGROUND UTILITIES AND ARE NOT OTHERWISE REFERENCED TO SURFACE FEATURES OR PROPERTY LINES. 4. AERIAL TOPOGRAPHY PREPARED BY: VIRGINIA RESOURCE MAPPING 210 N 21ST, UNIT A PURCELLVILLE, VA 20132 PHOTOGRAPHY DATE: DECEMBER 2002 5. OVERLAP AREA CONTAINING 1,250 SQ. FT. AND SHOWN AS BEING A PORTION OF PARCEL 2A ON A PLAT OF HUFFMAN-FOSTER & ASSOCIATES AND RECORDED IN CO. D.B. 464, PG. 45 AND ALSO SHOWN AS BEING A PORTION OF THE PROPERTY ON A PLAT OF O. R. RANDOLPH RECORDED IN CO. D.B. 257, PG. 47, PLAT. 6. BOUNDARY SURVEYS PERFORMED IN JANUARY 2003 AND FIELD VERIFIED IN AUGUST 2012. UTILITY SURVEYS PERFORMED IN AUGUST 2003 AND APRIL 2013. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. NUMBER DIRECTION DISTANCE L27 N 63047'21" E 103.27' L28 N 48051'09" E 117.87' L29 N 72°21'31" E 40.36' L30 N 62010'58" E 62.92' L31 N 34023'58" E 40.98' L32 N 59024'00" E 43.08' L33 N 45001'13" E 68.60' L34 N 75°43'43" E 25.27' L35 S 67°14'58" E 54.07' L36 S 80°20'49" E 42.45' L37 N 70028'28" E 60.94' L38 S 41'1 T10" E 42.28' L39 S 82017'53" E 75.19' L40 N 51'34'57" E 90.10' L41 N 29°55'52" E 94.32' L42 N 63028'27" E 68.44' L43 N 43023'57" E 83.99' L44 N 10040'38" E 78.62' L45 N 35°00'11" E 151.39' L46 N 18051'49" E 133.94' L47 N 30°37'56" E 135.46' L48 N 72056'38" E 66.81' L49 N 55014'43" E 129.56' L50 N 57°39'54" E 20.00' L51 N 39°57'32" E 88.99' L52 N 67° 1 705" E 19.76' PROPOSED EASEMENT LEGEND 3,782,315 SF SI REQUIRED OPEN SPACE (25%) SIGHT DISTANCE T NON -OPEN SPACE AREAS STORM DRAIN AMERICANS WITH DISABILITY ACT BENT CREEK PARKWAY (ROW) - SANITARY SEWER PARK AND RIDE AREA ,ff- 0.33 AC WATER 633,198 SF 14.54 AC PUBLIC ACCESS I 23.36 AC - COMMON SHARED 45.87 AC IE - INGRESS -EGRESS I PU 121,241 SF = 2.78 ACRES (APPROXIMATE) PUBLIC UTILITY LINE BUILDING - VARIABLE WIDTH S W - STORMWATER FACILITY MANAGEMENT OPEN SPACE CALCULATIONS OVERALL SITE 3,782,315 SF 86.83 AC REQUIRED OPEN SPACE (25%) 945,579 SF 21.71 AC NON -OPEN SPACE AREAS ZONING MAPAMENDMENT - ZMA200900001 (APPROVED 9/12/12) AMERICANS WITH DISABILITY ACT BENT CREEK PARKWAY (ROW) 332,896 SF 7.64 AC PARK AND RIDE AREA 14,571 SF 0.33 AC WEGMANS SITE PLAN 633,198 SF 14.54 AC PHASE 11 PLAN 1,017,561 SF 23.36 AC TOTAL 1,998,226 SF 45.87 AC OPEN SPACE REMAINING 2,801,650 SF 40.96 AC (47%) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 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 PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES� 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL; AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAfV4ERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. CSA GENERAL WATER AND 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 IOF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS LAND 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 (3) 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). ZONING AND SITE TABULATIONS PARCEL: 076M1 -00-00-002B0, 076M1 -00-00-004A0, 076M1-00-00-002AO & 07700-00-00-011E0 ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) TYPICAL NOTE TEXT ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ASSOCIATED PLANS: ZONING MAPAMENDMENT - ZMA200900001 (APPROVED 9/12/12) AMERICANS WITH DISABILITY ACT PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9/12/12) 328,625 SF CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9/12/12) OVERALL DEVELOPMENT: PROFFER STATEMENT DATED 09-04-12 (APPROVED 9/12/12) POINT OF TANGENCY FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED 3/13/13) PROPERTY LINE / FINAL SITE PLAN - WEGMANS - SDP201300065 (APPROVED 10/30/14) MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT PROPOSED USE: SHOPPING CENTER TOTAL SITE AREA: 86.90 ACRES LANDFILL PARCEL AREA: 21.17 ACRES RIGHT-OF-WAY DEDICATION: 211,655 SF = 4.86 ACRES (APPROXIMATE) RIGHT-OF-WAY RESERVATION: 121,241 SF = 2.78 ACRES (APPROXIMATE) (BOTH RIGHT-OF-WAY AREAS ABOVE ARE PROPOSED WITH BENT CREEK PARKWAY ROAD IMPROVEMENT PLAN) 37.90 AC (EXCLUDING ROW) LANDSCAPE PLAN REQUIRED: YES ' T TOTAL BUILDING FILOOR AREA: TYPICAL NOTE TEXT PROPOSED NOTE WEGMANS: 140,000 SF AMERICANS WITH DISABILITY ACT PHASE II: 328,625 SF ARCH OVERALL DEVELOPMENT: 468,625 SF POINT OF TANGENCY PARKING SUMMARY PROPERTY LINE / - - OVERALL REQUIRED (4.5SPACES/1000SF): 2109 SPACES WEGMANS PROVIDED: - 801 SPACES PHASE II PROVIDED: BLOCK 1362 SPACES OVERALL TOTAL: BL 2163 SPACES STANDARD DRAINING LEGEND FOR ENTIRE PLAN SET NOT TO SCALE EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE POINT OF GRADE ONSITE PROPERTY AMERICANS WITH DISABILITY ACT PROP LINE / R.O.W. LINE ARCH ARCHITECTURAL NEIGHBORING POINT OF TANGENCY - - PROPERTY LINE / - - POINT OF TANGENCY, CURB RETURN INTERIOR PARCEL LINE BASEMENT FLOOR - EASEMENT BK BLOCK LINE POINT OF VERTICAL INTERSECTION BL SETBACK ss-----_ POINT OF VERTICAL TANGENCY LINE BUILDING R RADIUS BM CURB AND GUTTER RCP REINFORCED CONCRETE PIPE CONCRETE CURB & SPILL CURB I RANSITION CURB RET WALL RETAINING WALL CF CUBIC FEET GUTTER RIGHT OF WAY CL CENTERLINE DEPRESSED CURB AND GUTTER --- CMP „ UTILITY POLE SANITARY SEWER CONN WITH LIGHT SF SQUARE FEET POLE �o STA LIGHT CPP CORRUGATED PLASTIC PIPE TRAFFIC STORM CY LIGHT S/W O UTILITY 0 TBR POLE DEP DEPRESSED TYPICAL g DIP LIGHT TC TOP OF CURB ACORN DOMESTIC TELE LIGHT ELEC -- �- TYPICAL TREE PROTECTION FENCE ELEV SIGN TW TOP OF WALL PARKING EDGE OF PAVEMENT (.� COUNTS L" EDGE OF SHOULDER - -170- - - CONTOUR 190 -------------169------------ LINE 187 TO 516.4 OR SPOT ELEVATIONS C516.00 TC 516.00 FES 516,4 W/L WATER LINE BC 515.5511 FINISHED FLOOR W/M SAN SANITARY SAN ± LABEL # FINISHED GRADE STORM e G LABEL # SL SANITARY SEWER SL # LATERAL GH yy UNDERGROUND W GRADE LOWER SIDE OF WALL WATER LINE GRATE E UNDERGROUND E HIGH DENSITY POLYETHYLENE PIPE ELECTRIC LINE HIGH POINT G UNDERGROUND G HEADWALL GAS LINE INTERSECTION ._-OH OVERHEAD OH LINEAR FOOT WIRE LIMITS OF CLEARING T UNDERGROUND T LINE OF SIGHT TELEPHONE LINE LOW POINT O UNDERGROUND C MAXIMUM CABLE LINE MINIMUM ---------- STORM MJ MECHANICAL JOINT - - - - - - - - - - SEWER S SANITARY S POINT CURVATURE SEWER MAIN POINT OF COMPOUND CURVATURE,CURB RETURN PI HYDRANT (^C� SANITARY MANHOLE W ce®�' STORM `1 ® O MANHOLE I� " �WM WATER METER wv WATER Q VALVE ® GAS VALVE ® GAS METER TYPICAL END SECTION HEADWALL OR :)OR ENDWALL 1�~) YARD INLET CURB p� INLET O CLEAN O OUT (1 ELECTRIC O MANHOLE 0TELEPHONE O MANHOLE EB ELECTRIC FEB] BOX FEE ELECTRIC EP ❑ PEDESTAL (MONITORING WELL TEST PIT IBENCHMARK RV BORING .4� STANDARD RD ABBR EVIATIONS REV FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED ARCH ARCHITECTURAL PT POINT OF TANGENCY BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE BK BLOCK PVI POINT OF VERTICAL INTERSECTION BL BASELINE PVT POINT OF VERTICAL TANGENCY BLDG BUILDING R RADIUS BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE BRL BUILDING RESTRICTION LINE RET WALL RETAINING WALL CF CUBIC FEET R/W RIGHT OF WAY CL CENTERLINE S SLOPE CMP CORRUGATED METAL PIPE SAN SANITARY SEWER CONN CONNECTION SF SQUARE FEET CONC CONCRETE STA STATION CPP CORRUGATED PLASTIC PIPE STM STORM CY CUBIC YARDS S/W SIDEWALK DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB DOM DOMESTIC TELE TELEPHONE ELEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT TYP TYPICAL ES EDGE OF SHOULDER UG UNDERGROUND EW END WALL UP UTILITY POLE EX EXISTING W WIDE FES FLARED END SECTION W/L WATER LINE FF FINISHED FLOOR W/M WATER METER FH FIRE HYDRANT ± PLUS OR MINUS FG FINISHED GRADE 2. DEGREE G GRADE 0 DIAMETER GF GARAGE FLOOR (AT DOOR) # NUMBER GH GRADE HIGHER SIDE OF WALL ao GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE,CURB RETURN PI POINT OF INTERSECTION REVISIONS REV DATE COMMENT BY 4 7/16/15 PER COUNTY COMMENTS DRH 2 U- U- ^J DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI W J Q ¢Qa o z g "'w >o a Z �>zW=w z o� Ooa zzz¢W �w o0 44 O -WJ❑ ? 3: Cc or J am $ H 44 0 W oo�-QOT mi-fcni�:aa o X© w ♦��♦ �I u R. 0 Q o Q a I C4z t� 0 z o o_ u ¢ Q J O a -� .0 o Oz�~z`I o0 ww z z m¢°°� �mzQz WQIVU mm $ o 0 TTkk VEn¢� Z 2. a C9 W � � ao 0 O ® U) � 16.0 ow o0 W u REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: SD1 PROJECT: FINAL SITE PLAN 5TH STIURNIE. JE. T TA7Cd0N OVERA]L]L, PHA]E 11 ]LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA �clBOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phones: (540) 349-4500 Fax: (540) 349-0321 Ilk.www. BohlerEngineering. com 010► C3 DANIEL R. HINES .p Lic. No. 043176 ? 0,10/1 /15 �/�� SH TITLE: GENE]RAL NOTES SHEET NUMBER: 2 STO —JiST I'M TCHLINE o SHEEL 6� vC�! ,t GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 1 F4LGONFORMANCEWITHLOCALREGULATIONSANDCODES. f� LIMITS OF PROP. STOP DISTURBANCE \ SIGN (TYP.) r L-1 zn b> STREW BUfTFR RMF 4 \ r C> u 2 z `° q " SIJ' TESD .PIT IIs \ ENSP4<--E -- VACANTLAND 1VPDF'IIl� WADE .1®�7 P 9PLAT (Co.) �4 N 3891370 \ `• z. \ ` \ - Offiii \+ � '�"�" • \ • �' < die •� �� 4 � ,�```" �".,..„..',,"�' �` �,..: �.. ; �•�` .��--n.•aV�.... .... :. .�x•.,:+� ..... ..,.:..�� a:..;.�,,,. y .:�,,.,._ f `s � ��`' �E__l sem_.. ' .._.. ,,,...._. • V • a "Br �T NOTES: 40 20 10 0 40 1. SEE SHEET 2A FOR GENERAL NOTES. 2. SEE LINE TABLE ON SHEET 213 FOR PROPERTY LINE BEARINGS AND DISTANCES. 1~=49 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 5. ALL SIDEWALKS SHALL BE "CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 7. ALL CURB TO BE CG -6 (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED. 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. AN OVERALL SPECIAL USE PERMIT FOR THE PROPOSED DRIVE THRU USES IS CURRENTLY BEING DISCUSSED FOR ENTIRE SITE. PROPOSED DRIVE THRU LANE WILL BE FINALIZED WITH FUTURE DESIGN, ADDRESSING SPECIFIC SITE CRITERIA, PRIOR TO DRIVE THRU APPROVAL. 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. r' c SHEET KEY , \ B TL I� 9 I. H F, _ II 1 ; t REV w. COMMENT Z O 1 ff ; f LL 2 8/27115 '1� vY� \\ L11 Gaa Z 5w MINOR SITE PLAN AMENDMENT 1 DRH Z 'i`�� jil •, CJ f� \ a2 o Fri r� Z ® 0or¢5x ml-m�u.a =o ww z w U ...... W (�] W C) ° a R a o � ``E`er �r � jy 0}moo J 0pZYZ> �8 w f� LIMITS OF PROP. STOP DISTURBANCE \ SIGN (TYP.) r L-1 zn b> STREW BUfTFR RMF 4 \ r C> u 2 z `° q " SIJ' TESD .PIT IIs \ ENSP4<--E -- VACANTLAND 1VPDF'IIl� WADE .1®�7 P 9PLAT (Co.) �4 N 3891370 \ `• z. \ ` \ - Offiii \+ � '�"�" • \ • �' < die •� �� 4 � ,�```" �".,..„..',,"�' �` �,..: �.. ; �•�` .��--n.•aV�.... .... :. .�x•.,:+� ..... ..,.:..�� a:..;.�,,,. y .:�,,.,._ f `s � ��`' �E__l sem_.. ' .._.. ,,,...._. • V • a "Br �T NOTES: 40 20 10 0 40 1. SEE SHEET 2A FOR GENERAL NOTES. 2. SEE LINE TABLE ON SHEET 213 FOR PROPERTY LINE BEARINGS AND DISTANCES. 1~=49 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 5. ALL SIDEWALKS SHALL BE "CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 7. ALL CURB TO BE CG -6 (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED. 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. AN OVERALL SPECIAL USE PERMIT FOR THE PROPOSED DRIVE THRU USES IS CURRENTLY BEING DISCUSSED FOR ENTIRE SITE. PROPOSED DRIVE THRU LANE WILL BE FINALIZED WITH FUTURE DESIGN, ADDRESSING SPECIFIC SITE CRITERIA, PRIOR TO DRIVE THRU APPROVAL. 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. r' c SHEET KEY , \ B TL I� 9 I. H F, _ II 1 ; t REVISIONS REV DATE COMMENT Z O 1 7/16/15 PER COUNTY COMMENTS LL 2 8/27115 '1� DRH L11 Gaa Z 5w MINOR SITE PLAN AMENDMENT 1 DRH Z wl o�>Ooa �zzz<w w_3a CJ f� Li0 cr 33wXIX� a2 o Fri r� Z ® 0or¢5x ml-m�u.a =o ww z w U ...... W (�] W C) ° a R a o � S �r wU 0}moo J 0pZYZ> �8 w SZOLLW jmz Z 0r mw �¢aUU ;— zc 0 1 z G a p W °- W ,�61ddy V N ^ w y mo z o v �o �a U P4 =o � a w ® w a z P4 =_ F m H p 2- U W - W REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27115 FOR APPROVAL DRH 3 1011115 MINOR SITE PLAN AMENDMENT 1 DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1$00-282-8555) NOT APPROVED FOR CONSTRUCTION IF PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: SPI PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE E 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 C.— IrAnl WO M04 v ll� SITE PLAN SHEET NUMBER: 6E .... i i e \ : i \ ♦ > ° ``a _r :,.. ..,., g1 -3- i \ i \ ,':!..... ,.. ... .. P: r.......... . `a \ \ \ \\`i ii ...... -- ..... ...... ... J A \ \ i ii^- -- ` :y i \i, \ l,... ...... STM 3.7 '• •h: il: ':::v:«'� .,✓. 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R7\'�"F7-TN ` ® °\ `'•a. i\. ii, i\. ` \1 i. ii. t,. +',\"tt\a':s i! \i. i \.. l A.. \ i ii i, i\ \ FFE=424.50. REV DATE D-35� J 0 7/16115 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL ): 1 Sao 10/1/15 r ¢ Q d >p �z 4 w a` 'aj s-. -4� 3 . STM • i Q - ¢ h �`. � �'®. pc,§Opaw w {/,- D-23 ` I � r� ,: �.., yam% .® ,,,..". �-�...<,. d� w�niOl :... • �. r� O A c� I / STM 4 O 0- :c o © (� to ♦�'��♦ `� E� W U �a a g Pi p� O r IL 2 Z 0 } o �n o = p�q 41 Z) Q< J O ? V O m}ZO¢ H z°nF g5 �mZQZ mm � x H TFC +z W o F-1 � cfi � � a z rn b W Cd2 pa NYS 0 O ®. 1-' ` Z Z o w r� i IC�iyLON' J - LCKLiF�ii' .� ICKLIL�67 IiKiG�!Y: r' IZK�? ' 17itiyL�[�I� ICKfL��'f u�� Ir�� •- ,� : �' �: a �:�1♦�.�i � ' ' . /1 , Agne �... �iiil�l � 1�K5L:lKi+ 'r �ifL:ibiC u � 'SII, l;rl[�� ,tiyjkl� III+I� :13LIfi�'ill �' �°„•, ICiZ�E'III:� I®�� 11�,ynji�.jlr ►;y�'I.L." I(I1j�LEj:i� Ii+17J' I all �i� • iCI?LL16�I., � LL�iiC� ' • �lti"1bA-1-� � � • i . 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' / rr " A ,%+ '�,.Oi, `\ i, i, ii AV `\ `w AV i r rr \, i\ .�`,, , \,°i i i\ l ii i\ ,i i\ \ 1\ ,i !\ •\\ w\ \ r f /Orr rr i ^ * ,\\ ...�4�. \ \\ rY� i i `Nx \ , `, ,\ V ♦ IN, \ ♦ \ \\ ° \ iv iv vv vvv `vv `\v `.w `"'�- _._ "�� 'rr •r r �`w.,,,,��,,, \ \ \ \\ \ \, .'iu\\ *' :; .»:. ,iii e. \ e N\\ N. .; ... \ \ i i \ , \ ii .r , i\ \`• 1 ✓ d _ _ % J r / \ ® i.. .\:... , i , \ \\\ � \ i ♦ ,` \\� ` r�„� J J / r 1 1 ♦ J \ i ..` b �� •}�\ :� �i i\ ,. i�,,,.,,.,...._. 4 \ i \ `\ \ ®`` `\ . \ •� w`'` r M 41 J 1 J J r i e\ \t '� r r t 1 , Q Q / ) IMPROVEMENTS PROPOSED WITH e a'`3 \ � ie\i\ \ Q *� `, \ ig \ `. \ ♦w ``''.� s1�~``-..tea � i,•--" r'''r'l —, , •.22'oZ ,+ � !r i! tP tr it i J rr 'ROAD IMPROVEMENT PLAN FOR FIFTH STREET STATION - BENT CREEK ° PARKWAY" COORDINATED WITH �*> ♦ ALBEMARLE COUNTY FOR APPROVAL. \\ ` \\ \ i\,, '::,. � \ �. \ `\ `♦ ii „.. \\ \ i •i \ iii\, i a ��\ , t ; 4 ' ,\ �\.\ i �\ i \t ii i `..\ ��'—__'—� i � a r r r! 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N. °\ ' 1� i 1 1 yy`0. i 1 : < `•., `\i \� ;,, g i\ { t\ \\ \\\ i\ e' \® ; ; 1 d 16 1 \\ it ii e ii `l\b I i i F ii g\ ,. i r� i\ io g ii ii ii i\ ii ii ii +i ii i i ` � • v � �et7iFr i i 1; � :�i � ., i fi i i i � i i i `i i - i, '- i v \+ i i i v� iiiii i e iv 577��At37 6'l1F#LI{ 'i<.f,••t,._ i i i i ii ii t\ i ii iii i g i i is - \ kr e , CC ' \ ,\ ♦ \_ + _'\ i t C'\ + i\ \ -"1 ♦\ t 1 i \\ '4\ \\ ,°,\ +\ ' `\`\ \ i' i °4 ii \ l i \ t V V i„ ill ��ii Aii iV A i "iii i i V i i i i i i \ \ \ \'`` \ ,,a,, 1 , i \ i \ \ e , ♦ J t iYi \ \ \ \ \ 1 g g i It ® 4 \N \ i 1 ST ,..- ,V 0♦\ 9 , I v`V p i I t l iii A a� ` A '` V V i A i \ i \ g i \ i \ i 1 ; �s� ♦i /�.a i `1 1 \ ... / I t \ t i ,,,�,t, � E S� Z °� � i \ \ , \\ � ii \ ii ii 'i i i it \ ii �i g V. i \ SAN ..;:..:� ,, i i i 1 (� J i1 "\\ i\ E.:E:. `. t'. t\tta�t` \ \ \ ,\ \\ii \i \ i 1 e i \ `' r. i :: " :, � ' iii iii ♦ i i0. ii `i�\ i \ i \ i die LDG. 21. i v i `: i \ •r..i t i , i \ \ `\ uC\� ., iii \' W O i t i"� \ \ i \ \ e \ \ 1 6� ! N \ e i \ 1 \\ \ y.,''`fi `C ", \„\\::\ i i \ O- O i i YO e O i ! i i ` i i \ : ��''++ � iii .. `..: ° \ \ i,\'"3i, i\ _p + i \ i \ \ 1 \ 1 i i + 1 •;934 t7 \ \ e is F,, i \\ e t e' \ \\ „ \\ \ \ , O Com: \ \ i li \° i \ \ \ e e \ \ i"S i (J7 \ \ FFE= ° \ \ + \ \ ` \ \ i \\ i T lli i i i i i i ' e , \ p /i 1 i ® i\ \ \ \ i i i\ \ i\ 7C =•, n \ i \ 1 1 i i i `n\"g} �Cc:; ii it i 1 ii \ 5 e \ \ l \ f .G• cT\ O _� 1 ii \ \, �I. r I:' T 4 i .�_�_ � � iV 1• ', �ryyy i j`< A;:. � ill iii i ii\ It r1 "' e / i \\ ` '• °i \\ °l , 1 \ i \\,.`l::'°':` t ii ii it ii j ` i ii i i i 0-71 t —I— STM T •. ` -''�r I'7 ' g \ � \ iii \ i � � 1 '�' '` ;``, `is��. \i iii ii \ i iii i�i; ,ig i5 °\ \ l�J � S .J ' • \i ' \ i i \ i t iii ii ii� � 1 ii ity ii i ii t tr� i i\ j// j ltAl \ 7 I ii ; ii i i 1 I�`t ., e't \'°"\\\ \ /j' � i i i i >. ^a ` ``Y i i t 11 1 / t it it i \e`g j \ 71` \ DiSTUR[Al\ -:. R7\'�"F7-TN ` ® °\ `'•a. i\. ii, i\. ` \1 i. ii. t,. +',\"tt\a':s i! \i. i \.. l A.. \ i ii i, i\ \ FFE=424.50. REV DATE D-35� J 0 7/16115 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL ): 1 3 10/1/15 \ ¢ Q d >p �z 4 w a` 'aj s-. -4� 3 . STM • i Q - ¢ h �`. pc,§Opaw w {/,- D-23 ` I �OZWJ - J 12" RCP e F•1z r� O A c� I / STM D- 36 1 m GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FUL1 CONFORMANCE WITHLOCALR /+TION ANOCODES iii \ \\ \\ \ \\ \\, \ \\\ `\ \wk�\:`�` a`e �' i`\ ii\ `\`\ d iii \`♦ i N. IN \ _a \\ NN i`\ `\ `w \ J � `'R `•,� ,yya\� \ iii ffi v\ \V /r-ya ,., `V'. A\ `♦� v AV V Av \v.:v ' ` `A°, t `E "`Nil ... «.: :.: : t .. tea. rt. ..e..iNl ..a... t'Sti ..au..,,.,f.,?o`. .a.,.r... _J �\. ...-.. .-..a. .\.\i* `�r'\a. :a.3. .,......:.. ..u. ..::....z�S.... �ttS ,i',k' i.. ff�^.. .. EL:.. -..:, ...5. , I \` iy i ` • I%D \ SSPE `\\\ \\ iii � � i\\ \\ !:� ` `w\ a^\\ e \\`e e '•.J'� �%, ,\1��.'i\.y.. •: yt \+A'��i`�`�.i t \�� \+. ``\\\ T \ \ PROP. R.OW. `;i 'O�\N. D-9 D"1 \ \ ..'f°\ . \.® ♦ . \ ` `` .`\''� \ \'',v'''�`�''ry \` t t\ii i \ \ \ i t ' \ i \ a � i \ \ \ ♦ ` ` ,, Ci ` ` `\ ♦\ � ''t��+\� ' ct ;,,. '\"t� PYA \ \ i 15"RCP , i 1 � \ i\\\' y \\ \ \ '`•\ a N 't'i i\ 3 j i iii i ITC 1 40 20 10 0 40 1"=40' 1 . SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, ENTITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS," DATED MARCH 29, 2013. j 7 -- I SKEET KEY n' % L _ , REVISIONS REV DATE COMMENT J 0 7/16115 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI ¢ Q d >p �z 4 w Q - ¢ zz pc,§Opaw w {/,- u �OZWJ - J F•1z W ❑ am 1-4 4 O 0- :c o © (� to ♦�'��♦ `� E� W U �a a Pi p� O r IL 2 Z 0 } o �n o = p�q 41 Z) Q< J O ? V O m}ZO¢ H z°nF g5 �mZQZ mm v1¢mUU H TFC +z W o F-1 � cfi � � a z L) b W Cd2 pa !d Z 0 O ®. V ow ` Z Z o w r� i REVISIONS REV DATE COMMENT BY 1 7/16115 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1 "=40' CAD I. D.: GP1 PROJECT: FINAL SITE FOR 5°1C'H STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER E NGIN EERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 r_.,. rrem nennnna GRADING PLAN SHEET NUMBER: 7E 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 PROPOSED WATERLINE G PROFILE SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND COD -' 450 440 430 420 410 400 390 450 450 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 420 410 400 390 380 10+00 10+50 11+00 11+50 PROPOSED WATERLINE I PROFILE SCALE: 1"= 50' HORIZONTAL V= 5 ' VERTICAL NOTES: 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. 420 REV DATE COMMENT BY Z O 7/16/15 PER COUNTY COMMENTS DRH 2 J LL Q ^� PROR GRADE 10/1/15 MINOR SITE PLAN AMENDMENTI Ld z uJ PROP. 6" CLASS 5 'k PROP, 8" CLASS 520 > DIP W/L I V ri U Q¢� �>Ono- " z ;\ LdOZwao 44 cc: BE S� £X. GRADE O 0c) Q0= ml-c/)3:LLa- €© 3:w PROP. 98% C DMPACT FILL (SEE GE OTECHNICAL Q W 0 REPORT) Q? Y 0- z 0z Y o z w 4d li n Q QLU -� O J w t.3S � o J ow �J 0zL'Z> m}Z OL F-<YOJE- wN w� Fi COZQZ QmLLI VC) �m g `o Lu z Lt1 � p p X J IW - LLI Ww c) W z > XO rn a� a > �= LuLu o + C? eco �v 3-1 Lo u.. rn d 0 V 4 O �7 FK q a 0 d �u 10+00 10+50 11+00 11+50 PROPOSED WATERLINE I PROFILE SCALE: 1"= 50' HORIZONTAL V= 5 ' VERTICAL NOTES: 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. 420 REVISIONS REV DATE COMMENT BY Z O 7/16/15 PER COUNTY COMMENTS DRH 2 J LL Q ^� DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI Ld t7 �Es 'k ¢¢a �x Es V Q¢� �>Ono- z W LdOZwao 44 cc: BE S� Fri O 0c) Q0= ml-c/)3:LLa- €© 3:w Q W 0 LL 0 Q? Y 0- z 0z Y o z w 4d li n Q QLU -� O J w t.3S � o �> 0�Q ow �J 0zL'Z> m}Z OL F-<YOJE- wN w� Fi COZQZ QmLLI VC) �m g rh � V w z rn a� a y� w b N si C) V 4 O �7 FK �u ren R w mS2w ow ® oLL REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH nms A THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 -41 DRAWN BY: JLP/CBC CHECKED BY: DRH 400 1 'DATE:02/20/15 SCALE: AS NOTED CAD 1. D.: PW1 390 ■ 380 1 PROJECT: FINAL SITE TE3 LAN FOR 5TH STIRXEET STATION OVIX JEALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA r I• 28 BLAGKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fay• tKdm IAO -f)'1011 "?V..XTERLINE PROFILES SHEET NUMBER: 9c ( INLET SHAPING I I (BY OTHERS) 1 jA I � A r t 1 t I I L -------t------ f _ CURB (BY OTHERS), I o SDR -35 PVC COUPLING PLAN VIEW CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES)CLEANOUT PLANT AS SUPPLIER` COVER BY AMERICAST GALVANIZED TREE FRAME & GRATE CAST IN (NOT SHOWN CAST IN TOP SLAB TOP SLAB FOR CLARITY) ANGLE NOSING TOP SLAB CURB AND GUTTER. INTERLOCKING JOINT (TYP) 0° (BY OTHERS) STREET o DOWEL BARS I 7 0 12" O.C. Z s: FILTER MEDIA PROVIDED' BY AMERICAST PERFORATED MULCH PROVIDED 'BY AMERICAST R UNDERDRAIN SYSTEM UNDERDRAIN STONE PROVIDED BY AMERICAST BY AMERICAST. SECTION A -A; DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6'-0" 4'-Ol. (1) 3x3 4" SDR -.35 PVC <8 x 4 8'-0'' 4'-O'" (1) 3x3 4" SDR -35 PVC X fi 8'-D" 6'-O" (1) 4x4 4' SDR -35 PVC 1'0 x s 101-011 e'-a,t 1` 4x4 6" SDR -35 PVC 12 x 4 ._ 'I2 4,, _ ., 4 O 2` ( ) 3x3 ' , - 4 SDR 35 PVC 12 x 5 12'-0" �__�� 2 4x4 () DR- 5 PV 5' S 3. G. 13x7 13.-0 7'-0' 2 4x4 () 6" SDR -35 PVC. MODIFICATIONS OF :DRAWINGS ARE ONLY PERMITTED. DRAWING AVAILABLE IN 11F FILE FORMAT. BY WRITTEN AUTHORIZATION FROM flLTERRA :. DATE: 09-04-C77 DWG FTNW-3 0 P;1ZICAST FILTERRAV UNIT o' T� Y C�R�NARROWWIDTHWIDTH1Gt1TION US PAT 6,277.27 Copyright 02,107 byA-=ic"t AND 6,569,321 1,, All boxes area sta ndatd 3.5 feet depth (II'~IV to TC) 2. A standard ^$Did -35 PVC pipe COUTAIng;Is cast into the wall[,for easy coni ectiort to disc•harde drain 3.. Dimensions shown are internal. Please add V til each external (using "'vmlls) 4. Inline with TR55 data, for Commercial Develaprrtents A minimum (runcoff c.•oefficimt) O raptor ibf 0.85 is recommended , onll serl[I 3. For Residen(fal DIavelraprnetlts, lase oaf factors less than 0.5 requite Individual site review by Filterr'a. 5.s Please ask for Sizing Tables for rather target treatment goals, e.g. 0.3 Inthr` 6r; This sizing table is valid for VA (treating 90% of annual runoff), and typical for the Mid -Atlantic region. wtvw.fila ra.con i GENERALNOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FUI L •ONNCE WITH LOCAL REGULATIONS AND CODES. 6"1 W 6=-O.. � ,_ _ 6. r ---- ----------------i--. I I I I I r ` INLET SHAPING A. .+� �, A (BY OTHERS) I' --T -- I SDR -35 PVC COUPLING t I CAST INTO PRECAST BOX f WALL BY AMERICAST (OUTLET t + PIPE LOCATION VARIES) I I L-----.----- ---_.-----.7,... CURB (BY OTHERS) PLAN VIEW 114 TREEFRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING' FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) -STREET 4. d Q. y 0 sa �- ➢ ly rTJ, "h.Y r,�ayl,��r TNi�� 'civ I- 1 DOWEL BARS- @ 12" OC: UNDERDRAIN STONE.PROVIDED BY AMERICAST s PERFORATED MULCH PROVIDED BY AMERICAST m UNDERDRAIN SYSTEM BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A A DESIGNATION L VJ TREE GRATE OUTLET a 5" RCP $xt 1OX+ QTY & SIZE I PIPE 6 x: 66D '- .„ 6 ,-0 ., t 3x3 4" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED DRAWING AVAILABLE IN TIF FILE FORMAT, BY WRITTEN AUTHORIZATION FROM FILTERRA DATE. 07-07-06 DWG;; FIST --2 a Q I12CAST FILTERRAO UNIT' T� 0 ;ACDD NFI U TI f GO d3 O Copyright 62007 by Amotimt - US PAT 8,277,2 AND 8,589,3211 9 6'-1 L �' A 4 UNIT TO BE SET FLUME AND LEVEL; A 4 PRE-TREATMENT L INFLOW PIPE C" 0- ID CMP (SAND FIL N 3161011 �N�• •!-• • a ikNOUT FILTER 12�1111111116 SAND FILTER BED or-*aY X24" SAND \-12" WASHED \-2' GRAVEL ILTER GRAVEL SUBBASE FABRIC " PERFORATED PVC NOTES: PIPE W/ CLEANOUTS 1. SEE DETAILS PROVIDED BY THE TYPICAL SAND FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1"=10' ALL PIPE .'.412 F ILTERIJLDNA SUMMARY D.A. C Dimensions Inlet Structure (Ac.) Value (ft.) Opening (ft.) A-44 0.56 0.85 12 x 6 8 A-47 0.23 0.85 8 x 4 4 D-91 0.74 0.85 13 x 7 8 D-1 0A 070 085 .13x7 8 TABLE 8" PVC 1.57: a 5" RCP $xt 1OX+ 4,�0 8m PVA E,57 15" 'RCP i 6r6 8x5:'. - 4 IJ " 8 PVC _ t .,,7: .. 1 RCP 5 C A 4 PRE-TREATMENT L INFLOW PIPE C" 0- ID CMP (SAND FIL N 3161011 �N�• •!-• • a ikNOUT FILTER 12�1111111116 SAND FILTER BED or-*aY X24" SAND \-12" WASHED \-2' GRAVEL ILTER GRAVEL SUBBASE FABRIC " PERFORATED PVC NOTES: PIPE W/ CLEANOUTS 1. SEE DETAILS PROVIDED BY THE TYPICAL SAND FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1"=10' ALL PIPE .'.412 F ILTERIJLDNA SUMMARY D.A. C Dimensions Inlet Structure (Ac.) Value (ft.) Opening (ft.) A-44 0.56 0.85 12 x 6 8 A-47 0.23 0.85 8 x 4 4 D-91 0.74 0.85 13 x 7 8 D-1 0A 070 085 .13x7 8 TABLE Type Invert Out Z FTIB-C 415.30 .71 0 0.85 FTIB-C 417.83 ' 41 ......2...60 FTIB-C 'Standard FT 414.74 60 FI _ i2x.� � O $xCa iGx6 �, 4 _C1 & 1.5 PVG 7 15 RCP J Z 7!16/15 - 13 D 10_ .71 0 0.85 13 x 7 8 'Standard FT ' 41 ......2...60 DRH 1i7�6 Z FI _ i2x.� � O 8 PvcI 15 RCP z =W CONTINUATION) rk D-11 A' 0.38. 0 85 I8 x 6 4 i Standard FT ' 415.65 415.57 12x6, 14x6 4`-Og ==* tri" PVC t,45 15" RCP _ a-.'. 0.85 10 x 6' _.D _ 1 .A 3 0 .74 085 1 x7 8 3 n Standard FT 00 419.00 Slope 13.7 13X7 ' 5x7 .� _ t 4 Ct 1 tt Pvc 4. , 2 _5 RCP 1 D-14 0.26 0.85 8 x 4 4 FTIB-C 417.20 ALLOWED AND LIMITEt7 TO 1 LESS THAN MEDIA'#�1D?t 1 11 : D-15 0.47 0.85 12 x 6 8 FTIB-C 415.32 FIL A T. ERR _ D1. 8 0.55 0:85 12X6 8 FTIB- C 413.90 � uc INTERNAL BYPASS CURB . �sAn D-19 0 16 0 85 6 x 4 4 FTIB-C 415 50 00 REVISIONS REV DATE COMMENT J Z 7!16/15 PER COUNTY COMMENTS DRH 2 LL Q ^J DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI LIS z =W CONTINUATION) rk 0.42 0.85 Qaa 8 Standard FT 415.57 8 FTIB-C o�0W= Kw 0.85 10 x 6' 8 o� ooLL 415.06 8 /Z Slope 413.85 20ZWJpLLI D 6 5 sW�� 12 8 x 4 ¢m s Standard FT 412.25 H 4 0 SF -6 oolW mI-cn�ma �w 0.85 8 x 4 4 Standard FT 412.30 404.20 DRAWN BY: JLP/CBC ALBEMARLE COUNTY, VA LL Q Rz 407.65 W ®� LL ° 2 Q� SF -6 CISTERN' 404.20 404!10 15" 11.37 0,88% w 0+ C� 1-22 Q Q J O h U 13.x 71! 8 FTIB-C 407.50 407.00 SCALE: AS NOTED 15" 10.75 2.33% 4 00 0 Z > oN B' ®H L E R �J CAD LD.: sT1 Z m}Om ~ g 0.85 10 X 6. F-1 FTIB-G 410.50 QUJF ZQ �mZ mm 99'.0 1-291 0.39 0.85 10 x 6 O JO=w UQ�UU $ 410.00 fel PROJECT: 1-311 0.74 0.85 13 x 7 8 FTIB-C ♦��♦ �� FINAL SITE ENGINEERING 1-411 0.25 0.85 8 x 4 4 FTIB-C 410.80 2.50% o SF -13 ZFAA 1-25 SF -8° nw 413.50 SF -8 _Cn 406.00 1-42 ¢ F. a 0.85 P 1 0 Cn 0 0 o Oa 1-46 0.42 L) 10 x 6 : 8 FTIB-C 407.41 �C S 1-491 0.39 0.85 10 x 6' U � FTIB-G 411.60 SUMMARY TABLE FOR 0 ua 0 0 6,x,4 <. T - 41 00 � � w -5 P.2 415.90 .8 x 4 0 > z o. TTITLE: Area b 0.11 0.85 m 4 FTIB-C 411.75 TATION OVERALL Width Inv. In Inv. Out U �� Z 409.30 409.00 15" 17.32 1.73% F 00 REVISIONS REV DATE COMMENT BY 1 7!16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH BYPASS PIPE CONTINUATION) D -24A 0.42 0.85 10 x 6 8 Standard FT 415.57 8 FTIB-C D-24 B 0.40 0.85 10 x 6' 8 Standard FT 415.06 8 FTIB-C Slope 413.85 ID WITH JIJNCTI(JN CHAMBER D-21 0.27 0.85 6 x 6 4 FTIB-C 417.20 14'' SCA:E.41tWJE t'3a0&7t.I'GT Nn'FT€iiG GFLAI,+�R#fi^IICI .. ,� LOWSPLITTER WEIR ELEV (SEE TABLE) r OUTGOING PIPE INCOMING PIPE TO SANDFILTER TO FLOWSPLITTER MANHOLE t t (SEE TABLE FOR YPASS PIPE CONTINUATION) (SEE PROFILE FOR CONTINUATION) ]FLOWS PTeI7 TER MANHOLE SECTION NOT TO SCALE D-22 0:46 0.85 10 x 6 8 FTIB-C 416.50 417.25 LOWSPLITTER D -23A 0.56 0.85 12 x 6 8 Standard FT 420.14 BYPASS PIPE CONTINUATION) D -24A 0.42 0.85 10 x 6 8 Standard FT 415.57 8 FTIB-C D-24 B 0.40 0.85 10 x 6' 8 Standard FT 415.06 8 LOWSPLITTER WEIR ELEV (SEE TABLE) r OUTGOING PIPE INCOMING PIPE TO SANDFILTER TO FLOWSPLITTER MANHOLE t t (SEE TABLE FOR YPASS PIPE CONTINUATION) (SEE PROFILE FOR CONTINUATION) ]FLOWS PTeI7 TER MANHOLE SECTION NOT TO SCALE FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE I INPIPE TO 60" I.D. + FLOWSPLITTER FLOWSPLITTER MANHOLE MANHOLE FTIB-C ' 417.25 LOWSPLITTER WEIR (SEE TABLE OUTGOING PIPE FOR TOP ELEV) TO SANDFILTER 8 x 6 (SEE TABLE FOR BYPASS PIPE CONTINUATION) (SEE PROFILE FOR CONTINUATION) FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE T til 11%17 PHASE 11 d -28,A 0.30 0.85 0'.85 8 x 6' 4 FTIB-C ' 417.25 414.35 5 1 " D -29,A 0.34 0:85 8 x 6 4 FTIB-C 415.35 I-13 D -30B 0.67 0.85 13 x 7 8 FTIB-C Bottom 418.80 77 D-33 0.25 0.85 8 x 4 8 FTIB-C Slope 413.85 ID D 6 5 0.26 12 8 x 4 4 Standard FT 412.25 T til 11%17 PHASE 11 -3 0.5 0.85 x 6 8 FTIB-C 417.45 417.25 417.15 5 1 " 0.12 0.85 6 x 4 4 FTIB-c 409.00 NOT APPROVED FOR I-13 0.74 0.85 13 X 7i 8 FTIB-C 405.60 Bottom CONSTRUCTION 77 0 85 x 4 FT - 40 Y00y Slope - ID 1-16A 0.26 0.85 8 x 4 4 Standard FT 412.25 PROJECT No.: V122001 SF -6 -1613 0.21 0.85 8 x 4 4 Standard FT 412.30 404.20 DRAWN BY: JLP/CBC ALBEMARLE COUNTY, VA SF -12 407.65 407.55 CHECKED BY: DRH 7.50 SF -6 CISTERN' 404.20 404!10 15" 11.37 0,88% DATE: 02/20/15 1-22 0.74 0.85 13.x 71! 8 FTIB-C 407.50 407.00 SCALE: AS NOTED 15" 10.75 2.33% 4 00 400.80 B' ®H L E R CAD LD.: sT1 1-24 0.45 0.85 10 X 6. 8 FTIB-G 410.50 36 0. 99'.0 1-291 0.39 0.85 10 x 6 8 FTIB-C 410.00 PROJECT: 1-311 0.74 0.85 13 x 7 8 FTIB-C 410.50 FINAL SITE ENGINEERING 1-411 0.25 0.85 8 x 4 4 FTIB-C 410.80 2.50% SF -13 SF -13 1-25 SF -8° 406.00 413.50 SF -8 �� 406.00 1-42 0.72 0.85 13 x 7 8 FTIB-C 409.20 1-46 0.42 0:85 10 x 6 : 8 FTIB-C 407.41 S -9 -2 S 1-491 0.39 0.85 10 x 6' 8i FTIB-G 411.60 SUMMARY TABLE FOR SF -9 1- 01 0 18 01-a,5,-, 6,x,4 4' T - 41 00 5TH STREET SF -10 -5 P.2 415.90 .8 x 4 F IB- 4 7.5 TTITLE: Area 1-631 0.11 0.85 6 x 4 4 FTIB-C 411.75 TATION OVERALL T til 11%17 PHASE 11 s D -32F-11 S 417.25 417.15 5 1 " ]LOCATION OF SITE Sand Structure Invert Pipe Vault Weir Elev SF -11 NORTH OF 1-64 BETWEEN Filter Bottom at Upper 5TH STREET AND Upper Lower Upper Lower Dia Length Slope - ID SF -11 D-31 411.40 Structure AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL SF -6 1-33 SF -6 409.20 409:00 15" 6.00 3.33% 404.20 411.70 ALBEMARLE COUNTY, VA SF -12 407.65 407.55 15" 7.50 SF -6 CISTERN' 404.20 404!10 15" 11.37 0,88% SF -12 I -37A SF -7 407.00 406.75 15" 10.75 2.33% 4 00 400.80 B' ®H L E R SF -12 1-38 400.80 S -7 36 0. 99'.0 1 1' 6.50 1. 4° ,0 Li c. No. 043176 1-26 SF -13 403.80 403.70 15" ENGINEERING 1-18 SF -8 410.10 410.00 15" 4.00 2.50% SF -13 SF -13 1-25 SF -8° 406.00 413.50 SF -8 1-16 406.00 405.25 15 74.69 1.00% 8 BLACKWELL PARK LANE, SUITE 201 WARRENITON, VIRGINIA 20186 �0�►� 10/1/15 S -9 -2 S 41 0 4 .9 5" 4. % 9. 0 4 6. SUMMARY TABLE Phone: (540) 349-4500 Fax: (540)349-0321 SF -9 D-26 409.30 409119 15" 9.72 1.13%,www.BohJerEngineering.com Pre D -30A SF -10 416.00 415.90 15" 5.00 2.00% TTITLE: Area SF -10 409.30 416.80 Bed Pipe Length Width Inv. In Inv. Out �� SF -10 D-29 409.30 409.00 15" 17.32 1.73% (ft.) (ft.) p,L.TH s D -32F-11 S 417.25 417.15 5 1 " 4. 98 2. 1 ° 0 /° ' SF -11 411.40 418.90 - SF -11 D-31 411.40 411,25 15" 7.46 2.01% 1-43 SF -12 407.65 407.55 15" 7.50 1.33% v DANIEL R. HINES SF -12 400.80 408.30 SF -12 1-38 400.80 400.70 15" 6.50 1.54% ,0 Li c. No. 043176 1-26 SF -13 403.80 403.70 15" 8.60 1.16% SF -13 SF -13 1-25 400.90 400.75 15" 1 11.60 1.29% 400.90 408.40 �0�►� 10/1/15 SAND FILTER SUMMARY TABLE NA Drainage Impervious Pre Sand Filter Clearwell Diameter Total Total TTITLE: Area Area 7reatment Bed Pipe Length Width Inv. In Inv. Out �� (Ac.) (Ac.) (ft.) (ft.) (ft.) (ft.) (ft.) (ft.) Sand Filter 6 1.18 1.18 12 45 3 8 60 x 8 409.00 404.20 DETAILS AND 5a d ilf r 7 1.16 .16 11 4 3 8 5 x 8 6. 5 40 .00 Sand Filter 8 0.92 0.92 10 35 3 8 48 x 8 410.00 406.00 COMPUTATIONS � i 4 Sand Filter 10 1.24 1.24 12 48 3 8 63 x 8 415.90 409.30 SHEET NUMBER: Sand Filter 11 1.14' 1.14 11 44 3 8 58 x 8 418.15 411.40 Sand Filter 12 1.08 1.08 10 42 3 8 55 x 8 407.55 400.80 Sand Filter 13 1.05 1.05 11 40 3 8 54 x 8 403.70 400.90 Total 8.98 8.98 D-06 D-05 0.20 0.90 0.18 0.18 5.00 T®�M SEWIERT C®MPUTATSLOPE ONSn 410.25 58.62 0.0085 0.013 15 5.96 STRUCTURE DRAINAGE RUN-OFF D-17 CA INLET RAIN RUNOFF 5.00 LENGTH 3.92 MANNING'S DIAMETER CAPACITY VELOCITY FLOW REMARKS 15 5.26 8.13 AREA COEF. VaultC D -30A TIME FALL Q" ELEVATIONS 1.04 5.07 5.36 VALUE 416.00 415.50 17.34 TIME 0.013 15 10.96 (ACRES) D-34 0.47 0.85 0.40 0.40 5.00 6.70 2.68 415.30 414.00 36.10 0.0360 0.013 15 12.24 7.74 From To "A" ..C.. Increment Accumulated Min. In./Hr. C.F.S. Upper End Lower End Feet Feet/Feet 10.45 Inches C.F.S. F.P.S. Seconds 8.40 1.24 D-24 D-05 0.82 0.85 D -29A D-29 0.34 0.85 0.29 0.29 5.00 5.37 1.55 415.35 414.00 27.54 0.0490 0A13 D-3 D-34 0.07 0.75 0.05 0.05 5.00 6.70 0.35 411.75 411.45 58.66 0.0051 0.013 15 4.61 D-23 D-13 0.52 0.85 0.44 0.44 5.00 6.70 2.96 419.40 418.00 143.47 0.0098 0.013 15 6.37 5.01 28.66 23.18 D-13 D-12 0.74 0.85 0.63 1.29 5.48 6.59 8.51 415.75 414.60 108.57 0.0106 0.013 18 10.80 6.75 16.09 9.00' - D 12 - D 11 0 QO ' 0.00' 0 .00 1:' 68 5.75 6.52 10. 7 ': 9 1414. 10 ': 412:300 105.64 17 0 0 0. 1' 0 3 24 2 4 i 9 5 8.69 12.16 D-31 D-11 D-34 0.38 0.80 0.30' 3.76 5.95 6.47 24.30' 412.10' 409.80 186.90 0.0123 0.013 24 25.11 9.10 20.55 D-29 D-34 3 D-1 0 0 00 0 80 0.00 3:7 6 !2 6 9 6.39 24.00 ': ' 409.601 409.05 46.00 ' 0.0120 0.013 24 24.75 ' 8.97 5.13 ' 0.00 D-10 D-01 0.71 0.85 0.60 4.36 6.29 6.39 27.85 408.95 408.10 120.63 0.0070 0.013 30 34.47 7.81 15.44 0.85 D-01 D-01 A 0.20 0.65 0.13 4.49 6.55 6.33 28.41 408.00 405.62 214.20 0.0111 0.013 36 70.43 9.41 22.76 0.00' D -01A VaultC 0.00 0.65 0.00 4.49 6.93 6.24 28.00 406.60 405.55 7.00 0.1500 0.024 36 140.17 15.39 0.45 4.26 6 36 I 6.2 3 2 6.56 ' 4 4. 0 50 4. 03 00 93.06 0.0161 0.013 24 2 8.73 '10.35 ' 8.99 D-25 VaultC ! 000 085 000' 4 48 i651 2.64 620 2775 402 50' 40230 2583 00077 0 024 30 1957 399 6 48 8.62 16.21 1-05 1-03 0.00 D-14 D-13 0.26 0.85' 0.22' 0.22 5.00 6.70 1.4$ ' 417.20' 416.00 83.42 0.0144 O.o3 15 7,74 4.71 17.71 0.00 0.85 0.00 2.83 6.87 6.25 17.66 398.80 398.10 93.65 0.0075 0.013 24 19.57 7.05 13.29 1-01 VaultB 0.00 D-22 D-12 0.46 0.85 0.39 0.39 5.00 6.70 2.62 416.50 415.50 14.58 0.0686 0.013 15 16.90 9.87 1.48 D-36 D-3 5 0.55 0.85 0.47 0.47 5. 00 6.70 3.13 417.45 416.00 67.16 0.0216 0.013 15 9.48 6.79 9.89 0.63' D-35 D-11 0.00 " 0.00 0.00' 0.70 5!16 6.66 4.64 415.80 414.00 84.70 OA213 0.013 15 9.41" 7.53 '' 11.25 0.00' - D 21 - D 35 :I 0.27 0.85' 2, 0 3 ' 0.23 5.00 6.70 1. 4 S __ 417 _20 _ 41 6..00 33:00 0.0 4 36 0.01' 3 1 5 1'2. 3Q J 16.52 ' 5.06 ' 0.00' D-19 D-17 0.55 0.85 0.47 0.47 5.00 6.70 3.13 415.50 415.00 20.75 0.0241 0.013 15 10.02 7.18 2.89 D-17 D-11 0.00 0.00 0.00 1.07 5.05 6.69 7.16 413.60 412.85 38.22 0.0196 0.013 15 9.04 4.69 8.14 D-06 D-05 0.20 0.90 0.18 0.18 5.00 6.70 1.21 410.75 410.25 58.62 0.0085 0.013 15 5.96 3.77 15.55 D-18 D-17 0.16 0.85 0.14' 0.60 5.00 6.50' 3.92 413.90' 413.80 15.03 0.0067 0.013 15 5.26 8.13 1.85 4.18 VaultC D -30A D-30 0.00 0.85 0.00 1.04 5.07 5.36 5.60 416.00 415.50 17.34 0.0288 0.013 15 10.96 D-15 D-34 0.47 0.85 0.40 0.40 5.00 6.70 2.68 415.30 414.00 36.10 0.0360 0.013 15 12.24 7.74 4.66 1'8.30 11.58 1.93 0.85 1 0.21 0.21 1 5.00 1 6.70 1.42 410.80 1 410.00 10.45 0.0766 0.013 15 17.85 8.40 1.24 D-24 D-05 0.82 0.85 D -29A D-29 0.34 0.85 0.29 0.29 5.00 5.37 1.55 415.35 414.00 27.54 0.0490 0A13 D-3 D-34 0.07 0.75 0.05 0.05 5.00 6.70 0.35 411.75 411.45 58.66 0.0051 0.013 15 4.61 2.17 27.02 1-63 1-62 0.11 0.85 0.09 D -28A D-28 0.30 0.85 0.26 0.26 5.00 6.70 1.71 414.35 413.00 23.18 0.0582 0.013 15 15.57 8.26 2.81 0.07 D -27A D-27 1.22. 0.90' 1.10 1.10 5!00 6.70 7.36 414001 413.75 9.00' D-32 D-31 1.14 0.90' 1.03' 1.03 5.00 6.70 6.87 417.25 416.50 52.74 0.0142 0.013 15 7.69 7.06 j 7.47 D-31 D-30 0.00 0.85' 0,00 1.03 5.12 6.67 6.84 409.05 408.35 133,63 0.0052 0.013 24 16.38 4.92 27,14 D-30 D-29 0.00 0.85 0.00 2.62 5.58 6.38 16.74 408.15 407.50 106.10 0.0061 0.013 24 17.71 6.40 16.57 D-29 D-28 0.00 0.85 0.00 2.91 5.85 6.33 18.43 407.30 406.30 135.51 0.0074 0.013 24 19.44 7.03 19.29 D-28 D-27 0.00 0.85 0.00 3.17 6.17 5.26 16.67 406.10 405.90 34.08 0.0059 0.013 24 17.34 6.28 5.43 D-27 D-26 0,00 0.85' 0.00' 4.26 6.26 6.25 26.64 405.70' 404.70 58.69 0.0170 0.013 24 29.54 10.64 5.52 D-2 6 [LD -2 5 0 00 ' 0.85) 0 00 4.26 6 36 I 6.2 3 2 6.56 ' 4 4. 0 50 4. 03 00 93.06 0.0161 0.013 24 2 8.73 '10.35 ' 8.99 D-25 VaultC ! 000 085 000' 4 48 i651 2.64 620 2775 402 50' 40230 2583 00077 0 024 30 1957 399 6 48 D-06 D-05 0.20 0.90 0.18 0.18 5.00 6.70 1.21 410.75 410.25 58.62 0.0085 0.013 15 5.96 3.77 15.55 D705 D -30C D -30A 1.16 0.90 1.04 1.04 5.00 6.70 6.99 417.55 417.10 30.21 0.0149 0.013 15 7.87 7.23 4.18 VaultC D -30A D-30 0.00 0.85 0.00 1.04 5.07 5.36 5.60 416.00 415.50 17.34 0.0288 0.013 15 10.96 8.93 1.94 0.00 _' D -30B D-300.65 0.91 0.85' 0.55' 0.55 5.00 6.70 3.70 416.80' 415.00 22.37 0.0805 0.013 15 1'8.30 11.58 1.93 0.85 1 0.21 0.21 1 5.00 1 6.70 1.42 410.80 1 410.00 10.45 0.0766 0.013 15 17.85 8.40 1.24 D-24 D-05 0.82 0.85 D -29A D-29 0.34 0.85 0.29 0.29 5.00 5.37 1.55 415.35 414.00 27.54 0.0490 0A13 15 14.29 7.57 3.64 1-32 1-27 0.26 0.85 0.22 0.22 5.00 6.70 1.48 415.00 412.75 125.85 0.0179 0.013 15 1-63 1-62 0.11 0.85 0.09 D -28A D-28 0.30 0.85 0.26 0.26 5.00 6.70 1.71 414.35 413.00 23.18 0.0582 0.013 15 15.57 8.26 2.81 0.07 D -27A D-27 1.22. 0.90' 1.10 1.10 5!00 6.70 7.36 414001 413.75 9.00' ' 0.0278 0.01'3 15 1'0.75 9.40 0.96 5.55 6.57 5.86 403.80 403.00 55.55 0.0144 0.013 15 7.74 6.91 8.04 1-49 1-48 0.45 0.85 0.38 0.38 5.00 D-33 D-25 0.25 0.85 0.21 0.21 5.00 5.37 1 1.14 413.85 410.00 1 65.00 1 0.0592 0.013 1 0.451 15.70 1 7.39 8.80 D-06 D-05 0.20 0.90 0.18 0.18 5.00 6.70 1.21 410.75 410.25 58.62 0.0085 0.013 15 5.96 3.77 15.55 D705 D-04 0.96 .7 ' 0 0 0.6T 1.55 2 5 6 . 4 S 3 8.28 ' 1 4 0.00' 408:00 145.1' 0 0.01 38 0.01 3 '1 8 12. 33 7 .39 7.98 D-04 VaultC 0.68 0.60' 0.41 2.03 5!59 5.3 2 10,79 407.80 405,55 35.92 0.Q626 0,024 18 1'4.23 8.81 4.08 1-43 1-39 0.00 _' 0.85: 0.91 5.03 6.69 6.09 407.65' 407.30 10.50 0.0333 0,013 1'5 11.78 9.60 __' 1.09 1-41 I-401 0.25 0.85 1 0.21 0.21 1 5.00 1 6.70 1.42 410.80 1 410.00 10.45 0.0766 0.013 15 17.85 8.40 1.24 D-24 D-05 0.82 0.85 0.70 0.70 5.00 5.37 3.74 413.00 411.50 21.78 0.0689 0.013 15 16.93 10.71 2.03 Roof Drains Added: 1-32 1-27 0.26 0.85 0.22 0.22 5.00 6.70 1.48 415.00 412.75 125.85 0.0179 0.013 15 1-63 1-62 0.11 0.85 0.09 0.09 5.00 6.70 0.63 411.75 408.45 18.88 0.1750 0.013 15 26.99 8.82 2.14 D-07 D-04 0.08 0.90 0.07 0.07 5.00 6.70 0.48 411.50 411.00 52.00 0.0096 0.013 15 6.33 2.98 17.47 1-26 1-25 0.00 0.85 0.00 0.89 5.55 6.57 5.86 403.80 403.00 55.55 0.0144 0.013 15 7.74 6.91 8.04 1-49 1-48 0.45 0.85 0.38 0.38 5.00 6.70 2.56 411.60 407.20 141.95 0.0310 0.013 15 11.36 7.44 19.08 1'-0 9 1-Q 8 .2 I 0 6 0.451 ' 0.12' 0.12 5:00 670 .7 0 8 ......... . 4 06 50' 4 .2' 06 5 13.45 :0.0186 I 0.013 15 8.80 ` 4.41 ' 3.05 ' 1-08 1-07 0.29 0.90 0.26 0.38 5.05 6.69 2.53 406.00 405.50 59.50 0.0084 0.013 15 5.91 4.55 13.07 1-07 1-60 0.23 0.60 0.14 0.52 5.27 6.64 3.42 405.25 404.60 110.92 0.0059 0.013 18 8.04 4.30 25.82 1-60 1-06 0.00 0.80 0.00 0.79 5.70 6.53 5.15 404.40 403.80 110.50 0.0054 0.013 18 7.74 4.64 23.81 II -06 I-62 0.63:I 0.85 0.54 2.54 6':!10 6.44' 16.381 403:30 401:68 127.09 0.0127 0.01'3 24 25.53 8.61 14.76 1-62 1-05 0.00 0.85' 0.00' 2.64 6.34 6.38' 16.82 401.58 399.80 139.78 0.0128 0.013 24 25.56 8.62 16.21 1-05 1-03 0.00 0.851 0.00': 2.71 6.61 6.31 17.14 399.60 398.90 102.83 0.0068 0.01'3 24 1'8.67 6.72 15.29 1-03 1-01 0.00 0.85 0.00 2.83 6.87 6.25 17.66 398.80 398.10 93.65 0.0075 0.013 24 19.57 7.05 13.29 1-01 VaultB 0.00 0.85 0.00 3.45 7.09 6.20 21.41 398.00 397.10 22.03 0.0409 0.024 30 44.96 9.00 2.45 1-13 1-12 0.74 0.85` 0.63' 0,63 5.00 6.70' 4.21 ;405.60 403.80 169.62 0.0106 0.013 15 6.65 5.67 29.93 1-12 -1-02 0.00 0.85' 0.00' 0.63 5.50 6:58 4.14 403.60 401:50 134.39 0.0156 0.013 15 8.07 6.57 20.45 1-02 I-01 0,00 0.$51 0.00' 0.63 5:84 6.50 4.09 401.30 400.75 42.07 0.0131 0.013 15 7.38 6.11 6.88 ---- --- ----- -- - --------- w- - T -� �� IIIIIIIII�IIIIII -II IIIIIIIIII�IIIIIIIII Illlll'I� � �� / 1 : �� / 1 �. / ; / : i �� / + / 1 . / 1 r 1' + " ■■��.� 1. I III�� . / / IIII�I1�� I t X 1• 9 1 ..;]� � i• K r•4 s 2 i ij � � e l 1• 1 1 r i 1 '1 - ' ii 1-18 1-17 0.00 0.85 0.00 0.83 5.13 6.67 5.54 410.10 408.50 48.64 0.0329 0.013 15 11.70 9.37 5.19 1-17 1-16 0.00 0.85 0.00 0.83 5.21 6.65 5.52 404.60 404.10 47.98 0.0104 0.013 15 6.59 6.01 7.98 1-16 1-06 0.46 0.85 0.39 1.22 5.34 6.62 8.08 404.00 403.80 19 0.0105 0.013 18 10.77 6.67 2.85 1-43 1-39 0.00 _' 0.85: 0.91 5.03 6.69 6.09 407.65' 407.30 10.50 0.0333 0,013 1'5 11.78 9.60 __' 1.09 1-41 I-401 0.25 0.85 1 0.21 0.21 1 5.00 1 6.70 1.42 410.80 1 410.00 10.45 0.0766 0.013 15 17.85 8.40 1.24 1-21 VaultB 0.00 0.85' 0.00' 0.63 5.06 6.69 4.21 402.50' 401,00 10.66 0.1407 0.024 15 13.11 9.39 1.13 Roof Drains Added: 1-32 1-27 0.26 0.85 0.22 0.22 5.00 6.70 1.48 415.00 412.75 125.85 0.0179 0.013 15 1-63 1-62 0.11 0.85 0.09 0.09 5.00 6.70 0.63 411.75 408.45 18.88 0.1750 0.013 15 26.99 8.82 2.14 1-27 1-26 0.00 0.85 0.00 0.89 5.38 6.61 5.90 412.65 412.20 53.45 0.0084 0.013 15 5.92 5.50 9.72 1-26 1-25 0.00 0.85 0.00 0.89 5.55 6.57 5.86 403.80 403.00 55.55 0.0144 0.013 15 7.74 6.91 8.04 1-49 1-48 0.45 0.85 0.38 0.38 5.00 6.70 2.56 411.60 407.20 141.95 0.0310 0.013 15 11.36 7.44 19.08 1=48 1-47 0.27 0.851 0.231 0.84 5.32 6.62' 5,57 407.0 405.00 405.00 179:06 O.Oi i'2 0.01'3 15 6,82 6,18 28.97 1-47 I-40 0,00 0.85' 0.00' 0.99 5.80 6.51 6.47 404.80 404.1'0 129.1'6 0.0054 0.01'3 18 7.73 4.90 26.37 1-40 1-39 0.00 0.85 0!00 1.33 6.24 6.40 8.50 403.90' 402.40 159,45 0.0094 0.013 24 21.95 6.45 24.70 1-39 1-38 0.00 0.85 0.00 2.24 6.65 6.30 14.10 402.00 400.70 61.00 0.0213 0.013 24 33.04 9.93 6.14 1-38 0.00 0.85 0.00 2.24 6.75 6.28 14.04 400.60 400.15 82.81 0.0054 0.013 24 16.68 5.95 13.93 1-37 1 1-36 0.00 0.85 0.00 4.98 6.99 6.22 30.99 400.05 398.90 61.00 0.0189 0.013 24 31.07 11.27 5.41 1-36 VaultB ,! 0.00 0.85' 0.00' 4.98 7:08 6.20 30.89 398:90 397.40 24.36 1 0.0616 0.024 24 30.42 11.04 2.21 Roof Drains Added: 1-37A 1-37 1 18 090 1 06' 2.13 500 670 1428 40700 40600 1050 00952 0013 1'5 1991 17 59 0 60 1-42 1-37 0.72 0.85 0.61 0.61 5.00 6.70 4.10 409.20 408.00 27.69 0.0433 0.013 15 13.43 9.36 2.96 1-23 VaultB 0.00 0.85 0.00 0.40 5.02 6.69 2.67 402.50 401.00 10.66 0.1407 0.024 15 13.11 8.29 1.29 1-44 1-43 1.07 0.85 0.91' 0.91 5.0 0 6 7 0 6.09 409.60 408.75 21.15 0.0402 0.013 15 12.93 10.36 2.04 1-43 1-39 0.00 _' 0.85: 0.91 5.03 6.69 6.09 407.65' 407.30 10.50 0.0333 0,013 1'5 11.78 9.60 __' 1.09 1-41 I-401 0.25 0.85 1 0.21 0.21 1 5.00 1 6.70 1.42 410.80 1 410.00 10.45 0.0766 0.013 15 17.85 8.40 1.24 1-50 1 1-47 1 0.18 0.85 1 0.15 1 0.15 1 5.00 1 6.70 1 1.03 1 411.00 1 410.50 1 10.00 0.0500 1 0.013 1 15 1 14.43 1 6.79 1.47 1-51 1-48 0:27 0.85' 0.231 0.23 1 5.00 1 6.70 1 1.54 1 40250' 407.20 51.26 ' 0.0059 0.0113 1 15 4.94 1 3:54 14.49 1-24 1-23 0.47 0.85 0.40 0.40 5.00 6.70 2.68 410.50 410.00 11.55 0.0433 0.013 15 13.42 8.49 1.36 1-23 VaultB 0.00 0.85 0.00 0.40 5.02 6.69 2.67 402.50 401.00 10.66 0.1407 0.024 15 13.11 8.29 1.29 6.93 1 2.31 1-31 1-30 0.74 0.85' 0.63' 0.63 5.00 6.70' 4.21 410.50' 410.00 1 16.04 0.0312 0.013 15 11.39 8.58 1.87 LL Ro a z > o o0 I,-22 1-21 0.74 0.851 0.63' 0.63 5.00 6.70 4.21 407.50' 407!00 24.38 0.0205 0.013 1'5 924 7.26 3.36 1-21 VaultB 0.00 0.85' 0.00' 0.63 5.06 6.69 4.21 402.50' 401,00 10.66 0.1407 0.024 15 13.11 9.39 1.13 Roof Drains Added: 1-32 1-27 0.26 0.85 0.22 0.22 5.00 6.70 1.48 415.00 412.75 125.85 0.0179 0.013 15 1-28 1-27 0.25 0.85 0.21 0.21 5.00 6.70 1.42 415.25 412.75 123.60 0.0202 0.013 15 9.18 5.36 23.07 1-27 1-26 0.00 0.85 0.00 0.89 5.38 6.61 5.90 412.65 412.20 53.45 0.0084 0.013 15 5.92 5.50 9.72 1-26 1-25 0.00 0.85 0.00 0.89 5.55 6.57 5.86 403.80 403.00 55.55 0.0144 0.013 15 7.74 6.91 8.04 125 VaultB 0.00 0.85 0.00 2.92 5.68 6.54 19.05 401.00! 400.10 107.33 0.0084 0.024 24 11.23 3.57 30.04 Roof Drains Added: 1.33 1-30 1.18 0.90' 1.06' 1.06 5.00 6.70 7.12 409.20 408.00 55.45 0.021.6 0.013 15 9.49 8.46 6.55 GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC JRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCA!_ RFrI 11 ATIONS AND CODES. 1-30 1-25 0.00 0.85 0.00 1.69 5.11 6.67 11.29 403.50 401.00 120.00 0.0208 0.013 18 15.15 9.38 12.79 (VIS 1-29 1-25 0.39 0.85 1 0.33 0.33 5.00 6.70 2.22 410.00 1 409.50 1 16.04 1 0.0312 0.013 15 1 11.39 1 6.93 1 2.31 1-31 1-30 0.74 0.85' 0.63' 0.63 5.00 6.70' 4.21 410.50' 410.00 1 16.04 0.0312 0.013 15 11.39 8.58 1.87 LL Ro a z > o o0 (� C� ♦ 1-35 1-27 0.54 0.85 0.46 0.46 5.00 6.70 3.08 415.00 414.00 34.02 0.0294 0.013 15 11.06 7.71 4.41 Roof Drains Added: pppzQZ � O�Oxw a vv 0 o 1-32 1-27 0.26 0.85 0.22 0.22 5.00 6.70 1.48 415.00 412.75 125.85 0.0179 0.013 15 8.63 5.25 23.96 GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC JRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCA!_ RFrI 11 ATIONS AND CODES. REVISIONS REV DATE COMMENT BY Z O 7/16/15 PER COUNTY COMMENTS DRH 2 LL s DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI LLF (VIS >oa W z pjzW=-. Op �z�uu Fw {...� pec a Z Jp 3w 1"'y W O7z W - i J ¢m o .� W OOF(n 2,1E [0E - -'S Lia �© � LL Ro a z > o o0 (� C� ♦ a <L °>o a o0 0 > 8w m}zoo �� 'gym pppzQZ � O�Oxw a vv 0 o z fv b 0 C � a� w T � ci W q) C2 g Z w L) 0 Q ow a Iyl om b a o �u ® W REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 0 •' ` THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I. D.: DL1 PROJECT: FOR 5TH STREET STATION OVERALL PHASE 11 ]LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com V DANIEL R. HINES -' .p Lic. No. 043176 A - 10/l/15 �. SHEET TITLE: STORM 00MPUTATIONS SHEET NUMBER: 12A Il' •��1� l�)�.� 1. - C�(�\11'x..1 .� ��-1 �. �,� GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT /ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE Ti THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. REVISIONS REV DATE COMMENT J LL 0 a ^� 7/16/15 PER COUNTY COMMENTS DRH 2 W z W DRH 'k v 10/1/15 MINOR SITE PLAN AMENDMENT! >0 ¢a zw Q WQ �J o�>00a �OZWJ0 w F"iL L)WmJm b LU LLH-tr J �m o ® Co HN 3: LLa- 3N cl) 810 6L� LLi Q �o W LL O 2 z a 2� Pr � r o wz W®� Ce 0 <-< Lu O >- 0 U � O , OZca zz> wN ~¢ir OOW r7 �mz<z o`iw OJ02W �m �s 0<cr0 v Vcn co <o � N Z cn R Z mAm4W %a � a a + 0 ® Fi ti zW U) " Ui Zz Z O z g Q M o5 66 b b REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT! DRH 0 e• THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MID 1-800-257-7777)(DE 1-800-282-8555) 00 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A t. CAD I.D.: DI -1 PROJECT: FINAL SITE PLAN FOR 5TH STIREFEET STATION 0VE�ALL PHASE 11 LOCATION O][-0 SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www Rnh/prFnrninpprinn STORM l COMPUTATIONS SHEET NUMBER: 12D xT7>•1 I 1 � J drMOM - t l Rt .� � t��! -'. 4,� 1•� . • rR� . arm'. a ��••' �� ate!► �n _ i .� ii.�� iiia � ir�rt• //1� /�1► il�/ �.� = � t[�,. �� -- , ��:�91�A�%�`i•��'G'4�%®iiiiWiC. �'wWYWrrtG,r � ------ -- -- - � ��V�/��A��1�/��1�\�/��. il�/��A�L. � �� \... A mow% � r��i �� ,Y'� � I �►� � � ! '�� L ��- 1 L a\ \ 0 GENERAL NOTE: IE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PR ;OPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELF ECIFICATIDNS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF REC IG PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONS ANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING: FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET 13G \ 2 ZSVG .. \\ .. ....�......_.... �._.._._..- ..\` LSV -......-__...... ..s.__ \\\' _ 0 /k �Y41 I ROP. R.OW. 40 20 10 0 40 1"= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A. 5. 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." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATE -64) SHALL BE ELIMINATED. SHEET KEY F;I ii it i REV DATE a .•.i.� :'#:'.a:i•': ''.`":..:"Y:°.'.' /' 1 7/16/15 PER COUNTY COMMENTS DRH 2 J LL ...... DRH 10/1/15 ......... W J Q >oa xT7>•1 I 1 � J drMOM - t l Rt .� � t��! -'. 4,� 1•� . • rR� . arm'. a ��••' �� ate!► �n _ i .� ii.�� iiia � ir�rt• //1� /�1► il�/ �.� = � t[�,. �� -- , ��:�91�A�%�`i•��'G'4�%®iiiiWiC. �'wWYWrrtG,r � ------ -- -- - � ��V�/��A��1�/��1�\�/��. il�/��A�L. � �� \... A mow% � r��i �� ,Y'� � I �►� � � ! '�� L ��- 1 L a\ \ 0 GENERAL NOTE: IE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PR ;OPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELF ECIFICATIDNS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF REC IG PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONS ANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING: FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET 13G \ 2 ZSVG .. \\ .. ....�......_.... �._.._._..- ..\` LSV -......-__...... ..s.__ \\\' _ 0 /k �Y41 I ROP. R.OW. 40 20 10 0 40 1"= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A. 5. 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." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATE -64) SHALL BE ELIMINATED. SHEET KEY F;I ii it i REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 J LL FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 W J Q >oa o � z= x¢ >zLU K� w Z 02 OC(L �ZZzw gq w g= Ld O�wco am (� 3: Lb oo(Qox �o O Z ml-mLL ILLU Ww Wz�...... o� U �a LL ¢ n o w C o a O S z O_ w0 rte' o. 2Q� 0 z Y Z� _o o m>,-ZOaf ZO LLJJZ F-ZQZ- ww -H 00 mw 0 1 w 0<ly0L) v) Z o5 T�hI V ¢� z o U aB W N "�- w N Uiw� P4 o Z C)a O z U �> Uz620 U ow O : m ® g_ ow a P4 o0 �a H 0 O W REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH Itzgeop, THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454848) (PA 1-800-242-1776) (VA 1-800-652-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 -11 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1 "=40' CAD I.D.: LS1 PROJECT: FINAL SITE FOR 5TH STREET STATIf%-'-%YN ®VERALL PHASE Il LOCrATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENITON, VIRGINIA 20186 Phone: (540) 349-4500 SHEET NUMBER: 13E -03 c 0.85 ' _ ........, .. ., w STM # . 13 ST W / STM I-0 ..... .... .-.... . f, STM :...:.. .. +5 •..� .1 \%, *. PS /t 0 0 _STM o'.16 - p - S IP v V. STM TM I��• I36 �' �� RC PR DRAINA \, r TM `� T Q EAS EAS ME AREA:0.42 I ^ I ` ; >, 0:0.85 TR o. -46 eSTR CIO :0.74 SZ C:0.85 r - _---._-_..-- _------- ------ N - - __ tidy N 3891 0 S z _ I PSy PS -- -- PS S �\ � I N r v I STM P 1-23 °- S �a STM k STR AREA:0.39 -29 C:0.85 ism ` IP - IP PS I-35 PS I-28 SF AREA:0.10 r 13 C:0.85 ve ' u - - t PS \ SL cr7 SF AREA: 0, 52 13 C:0.85 AREA:0.10 C:0.90 AREA: 0.23 C: 0.90 AREA: 0.12 C:0.85 tie '\ Y � \� �4 ° \\` ` \ \ \ \ \\ ♦\ e\., \ \ \ ' ° \ e` e \\ \ \* � ,,^ • A J \ \ i e \ \ \ 0 e \ \ 0 ♦ o V \ \ ♦ \ e \ a \ \ e ww e \ \ \ LO \ e oc ---------------------- TCHLINE - SHEIF"JT 2 "N \ \ e \ \ e \ iS' 5 wwr ♦ ♦ a ♦ r- ,.....Y ,.+?.. : .: ....... ... , \, E .. \ \ \ ♦ r \ \-' ' ` � � ff / \%-•. °\ ;^fir '\ ,\,E,e \ ,:: \ \\\ i \ � ,.. \ \ \ \` \\ � �� \\ \\ •.\ e s\. \ \ 1 w /w /r ----------------- \'0 rr r r r' __ ___.• wwsww J r/ r .5, ;, '", `\\G\�, ``., 1 \ a \ \ e ,.,\ ♦ e c.rei' ♦ \ \ \ ° ♦ ` `\ \\ ` ww rw w r' rn'w J r r 4.0W. \ \N y.Xi <1 A0e\-\ ,; \� '. 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R,OW. u•o v \ i :.:vvvx __, •° vv v" STM -----:; d n� ., v e v v + v ` ,: `>� vv vv v '` 4f v STM w D 12 ; ` \x ` S ..- I �`' STM . �\ � c , ,\ \\ i � ° + 'a \ y° a \\ ` ^° '�°► � \ ' \ CT\ PS p SHOPS _ --- TM --- f^�. -,:.: BLDG' ) 100 e \ O TR AREA. 0.19 ° t_ --- --- r - / \ 1.�CG_lthJt C.h �� C. 0.85 i �! I ` II ISS TMl _ A %in\ I ,•--..^, \ \ C AA lb 00 ®. ern, J ,, \e \ \ \ '° \ ♦ e \ a, \�'`` ,` "\.. �`, °.°°. ``` a °°\ GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN F i ONFORMAN E WITH LOCAL REGULATIONS AND CODES. . ----------------- SHEET KEYSEDIMENT REVISIONS REV DATE COMMENT BY S 7/16/15 PER COUNTY COMMENTS DRH 2 u - FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT w Q J Q Q tl > z x - sW 2i 20! W 2 > C W z o� oa w O R �. ra - Q CCO J W '0 _ � H ® "�' O Q H 2 o CD F-• (Q �i 11 tl 3 w W� u- Q o w (� O } rL � � pa o Ir W 0♦�uj o ¢ 10-¢ ZYZ> O m'z°w wH F� ~ QJI -Z wS �p�ZQO O JO=w ]w $ U Q CC U U (� €� a 0 av �9 W o �d 4 ® � O z �w z ow � �x b b � � a REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, (MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1 "=40' CAD I.D.: ES1 PROJECT: FINAL SITE PLAN R 5TH STREET STATION OVERALL L PHASE ASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSV'ILLE MAGISTERIAL ALBEMARLE COUNTY, VA irc-1,411',im 28 BLACKWELL PARK LANE, SUITE 201 WARREN'TON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com �pLTH pF , V DANIEL R. HINES .� Lic. No. 043176 k ?=O kI 10/1/15 i' SHEET TITLE: D EROSION CONTROL PHASE III SHEET NUMBER: