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HomeMy WebLinkAboutWPO201800030 Plan - VSMP 2018-05-02c O c s 0 a d O N V 00 0 N 0 M 0 0 a 0 a a CHARLOTTESVILLE ALBEMARLE SPCA SITE DATA: TAX MAP PARCELS: 45-86, 45-88 PARCEL AREA: 8.88 ACRES ZONING: C-1 COMMERCIAL(45-86), R-6 RESIDENTIAL (45-88) PENDING ZONING AMENDMENT: C-1 COMMERCIAL (45-88) SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: OCTOBER 2014 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET EXISTING/PROPOSED USES: ANIMAL SHELTER UTILITIES: ACSA WPO PLAN COUNTY OF ALBEMARLE APRIL 30TH 2O18 r ��/Iw+/ � �•WA L II l I�is ��l 0 1� t � , � o ,.,►.;,.� ��l�000�`�v� : n o���'Dsmay, + 0 VICINITY MAP SCALE 111:10001 OWNER: ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS INC PO BOX 7047 CHARLOTTESVILLE, VA 22906 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CODY PENNETTI, P.E. TELEPHONE: 434-327-1692 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 ABBREVIATIONS, NOTES, & LEGEND C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 SITE PLAN C3.1 GRADING & UTILITY PLAN SF 64.8 C4.2 STORMWATER PROFILES C4.3 STORM DETAILS C5.0 STORMWATER MANAGEMENT PLAN C5.1 STORMWATER CALCULATIONS C5.2 VRRM SPREADSHEET C5.3 STORMWATER REFERENCE C6.0 EROSION & SEDIMENT CONTROL PLAN PHASE I C6.1 EROSION & SEDIMENT CONTROL PLAN PHASE II C6.2 EROSION & SEDIMENT CONTROL NARRATIVE C6.3 EROSION & SEDIMENT CONTROL DETAILS C6.4 EROSION & SEDIMENT CONTROL DETAILS TOTAL: 17 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 TH 0� �DY A U Lac. No. 04¢56030' 1�2at8 I � 0�Als��IONAL M E O O M U N ul N C Q O E W v E W U � 3 Qw `O a J U co LUJ — 'n N p N Ln Lx Q O Q � � w �N = U � QLn O N U-)� � M 00 J CD LU z O a U Lu z O W w Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE Q U M C!) LU Q L!J Q m> J� z o LU WU W JJO JU �m J r n Q V LU O I..L U JOB NO. 40204 SHEET NO. C0.0 L- ■ rA r.. r\ ABBREVIATIONS A M A AREA/ARC MECH AASHTO AMERICAN ASSOCIATION OF STATE MH HIGHWAY AND TRANSPORTATION MI OFFICIALS MIN AC ACRE MAX ACI AMERICAN CONCRETE INSTITUTE ADA AMERICANS WITH DISABILITIES N ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS NBL INSTITUTE NFA ARCH ARCHITECT / ARCHITECTURAL NO, # NTS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BOT BOTTOM BC BACK OF CURB BLDG BUILDING BM BENCH MARK BOV BLOW OFF VALVE BSMT BASEMENT BW BOTTOM OF WALL C C HYDROLOGIC COEFFICIENT CATV CABLE TELEVISION CB CATCH BASIN CC CENTER TO CENTER CF CUBIC FEET CFS (Q) CUBIC FEET PER SECOND CG CURB AND GUTTER CIP CAST IRON PIPE CL CENTERLINE CMP CORRUGATED METAL PIPE CN HYDROLOGIC CURVE NUMBER CONC CONCRETE CO CLEAN OUT CONT. CONTINUATION CT COURT CY CUBIC YARDS D DA DRAINAGE AREA DB DEED BOOK DI DROP INLET DIM DIMENSION DIP DUCTILE IRON PIPE DN DOWN DR DRIVE DWG DRAWING 0 DELTA E e RATE OF SUPERELEVATION FT/FT EA EACH EBL EAST BOUND LANE ELEC ELECTRICAL EP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL ES END SECTION ESMT EASEMENT EW END WALL EX EXISTING F FAR FLOOR AREA RATIO FC, FOC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION (SIAMESE) FF FIRST FLOOR / FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINAL GRADE FH, FHA FIRE HYDRANT, APPARATUS FOC FACE OF CURB FOY FOYER FP FLOODPLAIN FPS FEET PER SECOND FT FEET G G GAS GFA GROSS FLOOR AREA GR GUARD RAIL H HC HANDICAPPED (ADA) HGL HYDRAULIC GRADE LINE HP HIGH POINT HR HANDRAIL HT HEIGHT HVAC HEATING VENTILATION AND AIR CONDITIONING I INTENSITY (IN/HR) ID INSIDE DIAMTER IN INCH INV INVERT IP, F, S IRON PIPE, FOUND, SET J JB JUNCTION BOX K K SIGHT DISTANCE COEFFICIENT L LAT LATERAL LL LOWER LEVEL LCG LIMITS OF CLEARING AND GRADING r•1 LJ MECHANICAL MANHOLE MILE MINIMUM MAXIMUM NORTHBOUND LANE NET FLOOR AREA NUMBER NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD P P PERIMETER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PG PAGE PGL PROPOSED GRADE LINE PI POINT OF INTERSECTION PL PROPERTY LINE PMF PROBABLE MAXIMUM FLOOD PRC POINT OF REVERSE CURVE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT P&P PLAN AND PROFILE PSI POUNDS PER SQUARE INCH Q Q AMOUNT OF RUNOFF (CFS) R R RADIUS RCP REINFORCED CONCRETE PIPE RD ROAD RESTR. RESTRAINED (VALVE) REV REVISION RR RAILRAOD RTE, RT ROUTE R/W RIGHT OF WAY SAN SANITARY SBL SOUTHBOUND LANE SD SIGHT DISTANCE SEW SEWER SF SQUARE FEET SHT SHEET SP SITE PLAN SPEC SPECIFICAIOTN STA STATION STD STANDARD STRM STORM SNV SIDEWALK Sx CROSS SLOPE T T TANGENT TB TEST BORE TBR TO BE REMOVED TC TOP OF CURB TEL TELEPHONE TP TEST PIT TW TOP OF WALL U UD UNDER DRAIN UG UNDERGROUND V V VELOCITY (FPS) VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VF VERTICAL FOOT W W/M WATER MAIN W/L WATER LINE WBL WESTBOUND LANE WSEL WATER SURFACE ELEVATION Y YR YEAR z Z SIDE SLOPE EXISTING o POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH TRAFFIC CONTROL BOX UNKNOWN MANHOLE STORM SEWER STORM DRAIN MANHOLE CATCH BASIN CATCH BASIN WITH DOME GRATE TRENCH DRAIN SANITARY SEWER SANITARY SEWER MANHOLE WATER LINE WATER MANHOLE WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL GAS LINE GAS METER ® GAS VENT GAS MARKER UGT UNDERGROUND TELECOM O TELEPHONE/COMMUNICATIONS MANHOLE ❑T TELEPHONE PEDESTAL z COMMUNICATIONS VAULT UGP UNDERGROUND POWER O ELECTRIC MANHOLE 0 ELECTRIC PULLBOX Os ELECTRIC METER UTILITY POLE DECIDUOUS TREE CONIFEROUS TREE BUSH GUARDRAIL x - FENCE - xxx- MAJOR CONTOUR - - - - xxx- - MINOR CONTOUR Q� SOIL BORING SURVEY CONTROL MONUMENT L' SURVEY CONTROL POINT PROPOSED WATER GAS uGT UNDERGROUND TELECOM uGP UNDERGROUND POWER ❑® ` CATCH BASIN 1 A - 15 RCP 1 B STORM DRAIN l o --P-- DRAINAGE FLOW PATH O -S S SS-► SANITARY SEWER -} FIRE HYDRANT Q❑ SANITARY CLEAN OUT { FDC WATER METER 0 WATER VALVE GAS VALVE O BOLLARD STREET SIGN 10+00 11+00 X X XXX XXX +12 00 0-0 STATIONED ALIGNMENT LIMITS OF DISTURBANCE GUARDRAIL FENCE MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION SITE LIGHT PARKING SPACE COUNT TRANSITION FROM 6" TO FLUSH CURB OVER 5' - 'n: d. tl Q. d d TRANSITION OVER RAMP (LENGTH VARIES) 8.3% MAX CG-2 CG-6/CG-7 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 (HORIZONTAL:VERTICAL). 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. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 2% LANDING CG-12 5% MAX GUTTER SLOPE DETECTABLE WARNING STRIP SITE INFORMATION CONSTRUCTION PLANS AND/OR GRADING PLANS. 4. SOILS INFORMATION SHOWN HEREON IS PROVIDED BY THIS MAJOR SITE PLAN AMENDMENT PROPOSED SEVERAL NRCS WEBSOIL SURVEY. ADDITIONS TO THE CHARLOTTESVILLE ALBEMARLE SPCA, A 5. SEDIMENT & EROSION CONTROL WILL BE PROVIDED IN NEW PARKING LOT, ACCESS DRIVE, AND ASSOCIATED SITE ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT IMPORVEMENTS. CONTROL HANDBOOK. 6. THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR SITE SURVEY INFORMATION CONDITIONS THAT LIMIT DEVELOPMENT OF THE PROPERTY. THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATED WITHIN THE SITE. NO KNOWN WETLANDS OR WATERS OR 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), THE U.S. EXIST WITHIN THE SITE AREA. VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS 7. THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR BASED ON NAVD 88. DATUM ESTABLISHED THROUGH LEICA TOXIC SUBSTANCES AS SET FORTH IN THE TITLE 40, CODE SMARTNET. OF FEDERAL REGULATIONS PARTS 116.4, 302.4, AND 355 OR 2. THE SURVEY HEREON IS BASED ON A FIELD SURVEY BY IN VIRGINIA DEPARTMENT OF WASTE MANAGEMENT TIMMONS GROUP COMPLETED ON SEPTEMBER 4, 2014. REGULATIONS. 3. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY SHOWN IS 8. AS PER VIRGINIA DEPARTMENT OF CONSERVATION AND BASED ON EVIDENCE RECOVERED AND LAND RECORDS RECREATION MAP TITLED "GENERAL LOCATION AREAS OF AVAILABLE IN THE CLERK'S OFFICE OF ALBEMARLE NATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL OR COUNTY, VIRGINIA. NO TITLE REPORT PROVIDED; STATE THREATENED OR ENDANGERED SPECIES. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. 9. THERE ARE NO KNOWN HISTORIC ARCHITECTURE OR 4. EXISTING STORM AND SANITARY SEWER LINES HAVE BEEN ARCHAEOLOGICAL SITES ON THE SUBJECT PROPERTY. FIELD LOCATED IN THE IMMEDIATE AREA OF THE SITE. 10. THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT, OTHER UTILITIES SHOWN HEREON WERE AS DESIGNATED OR STRUCTURES MARKING BURIAL PLACES AS BY MISS UTILITY DESIGN TICKETS. TIMMONS GROUP MAKES DETERMINED BY VISUAL INSPECTION. NO CLAIM TO THE COMPLETENESS OR ACCURACY OF 11. ANY CHANGES TO THE PARKING LAYOUT OR SUBSURFACE UTILITIES SHOWN HEREON. REDUCING/INCREASING THE NUMBER OF PARKING SPACES AS SHOWN ON THE APPROVED FINAL SITE PLAN WILL REQUIRE REVIEW AND APPROVAL OF ALBEMARLE COUNTY. 1. THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THE INFLUENCE AREA OF THE PROPOSED DEVELOPMENT. 2. THIS PLAN COMPLIES FULLY WITH THE AMENDED CHESAPEAKE BAY PRESERVATION ORDINANCE PER THE JULY 7, 2003 BOARD POLICY FOR THE TREATMENT OF APPROVED AND PENDING PLANS OF DEVELOPMENT, WITH AN EFFECTIVE DATE OF NOVEMBER 18, 2003 AND WITH REVISIONS ADOPTED BY THE BOARD WITH AN EFFECTIVE DATE OF JULY 12, 2005. 3. PROOF OF VSMP PERMIT MUST BE SUBMITTED TO OWNER/DEVELOPER PRIOR TO APPROVAL OF ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES FOR PRIVATE ROADS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC STANDARDS SET FORTH IN THE LATEST VERSION OF THE VIRGINIA RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING STORM WATER MANAGEMENT HANDBOOK, VIRGINIA DEPARTMENT ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS ALBEMARLE COUNTY DESIGN MANUALS, AND PROJECT DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS SPECIFICATIONS. OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1. THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN (ON -SITE) AND REFERENCING DETAIL MANUALS FOR THE THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE ABOVE LISTED AGENCIES. THE CONTRACTOR SHALL NOTIFY CONTRACTOR MUST NOTIFY THE DEPARTMENT OF THE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF CONFLICTS ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs AND OF CONSTRUCTION. AGENCY DETAILS AND MANUALS. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 2. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK CONSTRUCTION INDUSTRY (29 CFR PART 1926). AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION DURING CONSTRUCTION OPERATIONS THE CONTRACTOR CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE CLEARING, GRADING OR OTHER CONSTRUCTION. SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES SERVICE. OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT 3. CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR RESULTS FOR APPROVAL. TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 INDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPON (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, DISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISS LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. UTILITY" AT 1-800-552-7001 (TOLL FREE). 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED 4. ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS REQUIRED TO COMPLETE THE SITE WORK AND FURNISH PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE COPIES TO THE OWNER. ANY WORK DONE WITHIN THE VDOT OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY RIGHT-OF-WAY REQUIRES A VDOT PERMIT. LINE OR A NATURAL WATERCOURSE. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION. NOTIFY THE 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, CHIEF INSPECTOR 48 HOURS PRIOR TO START OF WORK. LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 6. REFER TO ARCHITECTURAL / ELECTRICAL DRAWINGS FOR DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL ROUTING OF UNDERGROUND WIRING FOR SITE LIGHTING. GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN 7. DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENT WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR CONTROL MEASURES AT ALL TIMES DURING LAND THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. WHEN DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) UNTIL FINAL STABILIZATION IS ACHIEVED. FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF 8. ALL RETAINING WALLS AND VERTICAL DROPS 30" AND HIGHER GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE SHALL HAVE 42" SAFETY RAILING. INCREASED TO SEVEN (7) FEET. 9. BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS IS 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL NOT PERMITTED ON SITE. RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 10. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO STATE AND FEDERAL REQUIREMENTS, STANDARDS, AND VDOT STANDARD PE-1. SPECIFICATIONS. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE 11. ALL TEST PITS SHALL BE PERFORMED 10 DAYS PRIOR TO REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE CONSTRUCTION AND ANY DISCREPANCY IN THE RESULTS OPINION OF THE DIRECTOR OF ENGINEERING, OR THE FORWARDED TO THE ENGINEER FOR A REDESIGN. SUCH DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. REDESIGNS ARE SUBJECT TO OWNER APPROVAL. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF 12. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL OF AN UNUSUAL NATURE IS ENCOUNTERED, THE SUBDIVISION STREETS. CONTRACTOR SHALL CEASE WORK IN THAT AREA AND 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER IMMEDIATELY NOTIFY THE PROPER AUTHORITY, THE OWNER, WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL ARCHITECT, OR ENGINEER. PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 13. ALL RETAINING WALLS 3' AND GREATER IN HEIGHT REQUIRE A EXCEPTIONS WILL NOT BE ALLOWED. SEPARATE BUILDING PERMIT. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET 14. ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HAND NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL RAILS. STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION 15. ALL ADA ACCESSIBILITY IMPROVEMENTS PROPOSED/SHOWN SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN ON THIS PLAN, INCLUDING BUT NOT LIMITED TO PARKING REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR SPACES, AISLES, ROUTES, AND SLOPES, COMPLY WITH THE MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 2010 ASA STANDARDS FOR ACCESSIBLE DESIGN AND THE 2012 15. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR USBC. BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, 16. ALL FILL, BASE AND SUBBASE MATERIAL SHALL BE IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DIRECTOR=S DESIGNEE, THEY ARE DEEMED NECESSARY IN DETERMINED BY AASHTO T-99 METHOD A WITHIN PLUS OR ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH ANY DEDICATED RIGHT-OF-WAY. THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 17. SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON A DEVICES. SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT (AASHTO T-99). 18. SOIL TESTS (CBR TEST PER VTM8) OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF SUBBASE THICKNESS PRIOR TO CONSTRUCTION. 19. ALL FILL SOILS UNDER EXPANDED PAVED AREAS OF ANY DEDICATED RIGHT-OF-WAY AND ALL PARKING LOTS; PRIVATE STREETS; PARKING BAYS; CURB AND GUTTER; AND SIDEWALKS ADJACENT TO STREETS AND PARKING LOTS (NOT INTENDED TO INCLUDE LEADWALKS), SHALL BE COMPACTED PER GEOTECHNICAL REQUIREMENTS. 20. PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3 UNDERDRAINS WHEN LONGITUDINAL GRADES ARE 3% OR GREATER UNLESS SOIL TEST CONFIRM THAT THEY ARE NOT NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (APPLIES TO ALL PUBLIC AND PRIVATE SIDEWALKS). 21. CONTROLLED FILLS: A. CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES, AND IN ANY AREA DESIGNATED ON THE DRAWINGS. B. CONTROLLED FILLS MUST BE COMPACTED TO 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO-T99 OR ASTM-D698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR TO FOOTING CONSTRUCTION. C. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY. BEGINNING FROM THE EXISTING GROUND SURFACE. UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. D. THE SURFACE AREA DIRECTLY BENEATH AREAS TO RECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5) FEET IS TO BE DENUDED OF ALL VEGETATION AND SCARIFIED AND COMPACTED TO A DEPTH OF SIX (6) INCHES TO THE SAME DENSITY AS THE CONTROLLED FILL TO BE PLACED THEREON. TH 0� �1DY A U lie. No. 04¢560a� jONAL M E 0 rn o N N N � > E Lu 'E uw H LL Q 3 Q o � 0 w L w 0 cEf Lua J U co w J - Ln W N z M x Q OJ cn Q w = U > aLn C 0')O N U� L (v7 a� 00 J CD Lu • • Addlkk• • CL O (A z 0 w Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE U m �r VJ Q w z J w LD I..L Q Lu w uj W j .j W z Qu0O z Ww JJ \ < r^ J Q Vl ,� m z > Q JO r ^ I --I V I Lu Q \H Lu O cc CO U JOB NO. 40204 SHEET NO. C1.0 Z)0 -0[]f 00 z �0 �2i o� �o ao =) U 0= c� 3 z N 00 2Q x ow w0 0 Q� Y L� U O O O U w2 �5 O �L) i= o E� L� U � O 70 U � O N O U) U 2 N O U aQ 0Lu L c 0 L 0 T 4 0- N V O N O M V c O 0 0 a m v; z O O Z O U P TEMPORARY TMP 45-112F GRADING FOUNDATIONSLLC EASEMENTDB. 2834, PG. 001 D. B. 2120 PG. 363I4 ZONED: R-6CURB /NLET W/MHD � 25GR�=525.51 ' ���� iAS I \ / SD CURB INLET W/ MH363 OUT=519.81'15"RCS B. 2`i' l;TMP 45-8� I TOP=518.79' ```��J INV. OUT=512.8tTH ALBEMARLESOC�ETY�i4 THE TMP 45-86A / \ `S�� 2>�3„ 00�` \ PREVENTION OF CRU�LTY TO ANIMAL COMMONWEALTH OF VIRGINIA / > >� F / I i 1 DB. 2096, / % APPR X o Anb/v OF' ZONE Ct 1. i / , -\- I \ I / 1 RIGHT OF WAYDIVISION l GRAVEL / // T E Ao sS RiA oIo�EA j -(i // / DB. 2014, PG. 024 \ ! Jd" ��-y / / / / ' ZONED: R-6 20013 / / /� f /! PATH�- l INLElW/MHD LIMITS OF�� CLEARING AND- - g5 _ r I \1r / / r (. �' [� , _ -f - _ _ / / r id/ l=511�2' 15� RCP NW GRADING / - _ / / / / �%%/ V 1N=51 �6� 15" CP (SW)) ROeI% \�� / , r / / /� , /%i�%/ >� �'�� - -t r/ r l .-OVT511.42' 5"RCP �(RMOR I _ - - /` r / WC�6D // / /� r r �`; / % ' �l = - - - �� D CUB /NLE W/ MHD 55 jdyD6ANT \ wiDC� r /r r �� //rye ��/' �� �w �- \1 I - ,% / TOP= 14.35' ��O/ r //r�r % //r \ i 1 __ Js_ _ / INV OUT=51 .75' 15" RCP �5 L �l3VL E WIG R TE /TO ( RITE)-513.88 V.=510.30' 15" RC (NORTH) IN-51 43' 15" RCP EST) - IN . OUT 510.25' 15" RCP --56�\(k /,/ _ - _ EA \ �\ ' i APPROX A �j/ � ./ \ i / / ' i 1 / I - J PA KIN -543 - _ ' '� I BUS - \ _ ' \ I 11 / SOP SIC3N \ P 2 G� \ �5�- � /� I STR '� _ '� STf !!! .- \ , / \ / 7 / /\ \, / // � / / EAfS� 1� r / } oMMFR / - -( 15' RCP ' cq� FNT ^s==EAFFRLY ��n \ /�/ // \ ; , / / \ ` \ / I I / /// /r/� LIMITS OF RqN E RAMP DADS \\ /// ' �/ I I ' CLEARING AND c / / SD \CU(RB lI\}LE� / / / / �/ GRADING MH / IpJV.IllVF"` '-1 1 FFE=543.46' I \ c,� 1 / 'INV. IN=507.56' 18" RCP (EAST) / _ \ •: \\ 1 / / // � ,6 / /INV. C-'l/7>=519. 21 / �� FFE= FFE=543.46' I I / / / / /� INV. 1N=507.30' 18"RCP (WEST) \ / 543.46' \ 1 r j /` G/ / �Q-� r / r / / I y / INV. OUT=506.62' 18" RCP \ FFE=543.47' A' FFE=543.46' \ //, / (f I �P�'� //, / / ��� / Z FFE=543.44' FFE=543.49' I J------- r / �'/ / / / / / /�l/ /// \ �1PPROX LO '� SD CURB INLET W/GRATE FFE=543.47 \ _ ,/ / 10' VIR IN/A PO TOP (GRATE) 510.39' FFE=543.42' R D 1 I \ / / / : T -i-/ / / // / / l / / /// / EASEMENT // \ ` / 1 � r ` / / � INV. OUT=507.89' 18 RCP / i i /\ / / , I C I, r ( / �/ / / //// D.B. 425PG./42 SD CURB INLET W/GRATE 1 //'' /'� / / 1/i / /r//// / / /i U I II II I- ,�' / - - 1' / / I / r,rJ� // TOP (GRATE)=511.34' 2 STORY - III I ' \ \ \ /' �r / �// / / / / / INV 1N-508.81' 15"RCP (NORTH, {; FFE-543.49' BLOCK & HARDI-PLANK BUILDING FFE=543.47' Z 11 I o { V638 \ / / / // /j lINV. OUT-508.41' 18"RCP (CASPCA FACILITY) olfl / 10 �- \ \ 1 ❑ Y 3355 BERKMAR DRIVE I / VW � \ \ 0 ? CONC. PAD CONC. PAD / II 1639 1I /\AP\� i' /. \ `\ `\ \ J (12.Tx3.7) (1Tx8) _ - L1 CLU 39.10 /f - - - / G \ Z W/GENERATOR W/AIR �� VWL 1 Ll CONC. PAD FFE=543.49' I \ q - \ FFE= TRANSFER 1 (6.8"x 7.8) W FFE=543.49' TRANSFORMS FFE=543.49' \ - / / / / / / l7 - \ / _ //// EASEMENT � 530.12' FFE=529.62 10' SANITAR SEWS X FFE=543.49' C C. _ l / / �1r♦ /� / I/� c� / _ I �L // 8.2120 G.363 �i 120-)QS Ti4Ri1S / r // / � SD CURB INLET W/GRATE / / E - INV. OUT=506.25'18"RCP /r__\_--'0\\\\-J/Ir1�-E 0-* �qyyE� R o r/ //�/�// / TOP GRATE-509.20' HC RAMP 3, W� I ST E- - - / / l / / CC ' !TE PLAN / / % / - / i♦ _ �� NI f/� 9Eyv� r �\ / / /r ' / I \ /,g� C ER'/ / / l//r l / SD CURB INLET W/GRATE \ \ / -+ I / / /// \ I / / / 8'- / TOP GRATE-508.60' 77_ � S // r r /'///\/ INV. 1N=504.00' 18"RCP(NORTH) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 / / _ _ G -� - _ - - - - _ y . REl�FO �± CONC W,QLL I \ \ III \ 3 - / / / / / / / / / / / A- \ ' / // / / / (WEST) , / INV. 1N=504.33' 18"RCP WEST CONCRETE I PARKIN I INV. OUT=504.02' 18 RCP \ \ \ \ \ \ \\ \\\ I /�--`- \--'�1_---- --_ / AREA \ 1I / / //r / / �� \ \ \ \ \ \ \ \ I I - © MP TE PA 1 \ �I / APPROX. LOCATION y � � �-- -/__ - �� U D OU 1p E 1 \ \ � r/ /r r / \,C \ \ \ \\ \\\\\ \\\ \\\ \\\\\ \\\\\ \\ \\\\\\ - / - ____-�,--_- -\ \ - Q 1ASEMINIAPOWER \ \ \ \ \ \ � I 1 \ \ \ � APR X; O __ / r / EASEMENT \ \ \ \ \ \ \ 5 •525 \ _ _ " �\ D.B. 1425 PG. 442 \ \ \ \ \ 4%1_ \- -Z_,_-_SD CURB INLET W/GRATE _- -�_=-/% Coo / TOP GRATE -509.44' � _ - - _ - - - - _ - f _ - /�l / \RJ INV. OUT=506.26' 18"RCP UP WIER -8 / ' i I 1 / \ / _ 520- - �� - ON rf �L / - 'TOP= .38' I % / // / I / / SD CURB INLET W/GRATE \\\ \ \\\\\ \\ \ \ \ \ \ ` \ \ \ \ ---�Y_____________ _ - _\ _ _ I / P\�G ' / ��� / / / //�� �Zwo TOP (GRATE)=509.06' \ \ \ \ \ \ V \ \ \ \ \ \ \ \ \ \cry \ \ \o \ \ \ \ \ \ \ \ \ \ \ \ \ \ • - - - - - - _ \` - - - -METAL-FENCE - - ' i ENTIeN ,/G / / V2 /NV. 1N=502.76 18' RCP (NORTH) \ \ _ , \ \ \ \ \\� „ - _ - _ ��-- - _ _ _ \J INV. 1N=502.95' 18" RCP WEST �kVT VE9THE(� \ \ \ \ \ - - - - - - - - - - - - - I P II �I , �_ ' S1� L1 I / / ` �_ Q� INV. OUT=502.76' 18" RCP \ \ \ - _ \ \ \ \ o \ \ \ IL \DR�7NSWALz�- \ \ \ \ \� - - - - -g15_ _ /------------- \ \ �Q Li I \��PfZZ4X.\LQC�ITI�N\`\\\\\- ------ - - -__ J _ ----- I f 0 I II, �'• r // / �\ /I / I Q�h II�TERMI k7'ENT 8TRH \ \ \\ _ - - - - _ 1 / / �ii� �T l '�d`Z <v " - _ < II \ \ \ \\ \� / X / 4 V co TAP 4�-88` \ \ '\ - I Ili O p \ \ S \ \ \ \\ CO CRETE \ ` \\ \\\ \ � _ _ _ = � \ _ _ \ I I I FLUME r�r \ \ / / \ �44, 'p1z�Zy4v 6F�C�L�L,1�TO�ANIeAbS \ \ \ \\\ _ \ _ _ ` 662) \ \ \ \ \ \ \ \ M \\�' fl� �1� \ \ \ \ \ \ \ \ \\\ _ ` \ \ I I RISER (2.5 x 2.5' GRATE) 20 I ` / \ 1 �n \ \- ONE*:- R-9 y\ \ ` \ \ \ \ \ \CO \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \�\ \�\\ ` \ \ \ \ \ \ \ \ \ \ \ \ \ _ II TOP=512.70' n \\ \ \ l / INV. 1N=510.40' 6'" PLASTIC SW APPROX 44' FUTURE R/W. )1 / ( ) II / RESERVED FOR FUTURE DEDICATION FOR \ Q \ PUBLIC US UPON DEMAND OF THE COUNTY. ,� Ih / = NV. 1N=509.40 6 PLASTIC NE I II / \ / < I \`\\\\ \\\\ RCP a7 ( ) 0� \ \ \ \ \ \\ \ _ _ INV OUT=509.0V 15" CPP / / \ APPROX. LOCATION \\\\ \\\\ 6'8/ ��\ \\\\ `\ 1- p- \� \\\\ \\\ I \ \\\ \ \ \ \\\ 1 \/^ I \\�\\-1 11 ----30"RCP II I \ .66, \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ II / - - _ II I I' r` \ \ \ WATERLINE \ \ \ \ I \� \\ I I // \/� \ TMP 45-109C3 _ _o EASEMENT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \' 1 / LARNER, JAMES & ROXANE I \ D.B. 1423 PG. 433 S68'03'00"E MHD \ DB. 4826, PG. 608 cq \ \ \ TOP=514.14 ' ZONED: C-1 J 12.04' ` \ \ \ \ \ TMP 45� AN)9ERSON, JUQITH d INV. 1N=498.89' 30 RCP �D _ INV. 1N=508.79' 15"RCP SD INLET W/GRAY JANINB128 EARL A ERSON I 1 \ \ ` \ \ / / _ _ - - `� I \ \ \ INV OUT=498.89' 30" RCP 2.5' x 2. D, PG 06$ TOP=516.08 ZONED: R- INV. IN=494.08' 30" RCP I I I \ \\ \ -_ - -_ - - - -1 / INV 1N=506.75' 15" CPP (from B10) -EAB / / / / / INV. 1N=507 08 15" RCP (SE) INV OUT=494.08' 30" RCP NOTES THIS SHEET IS PROVIDED TO DEPICT EXISTING CONDITIONS FOR THE ENTIRE PARCEL C'7 00 0 Q z SCALE 1 "=40' NOR 0 40' 80' TH 0� DY A, 'Z U Lie. No. 04 5603aI. �NSIIONAL M E 0 0 rn N N N > E E F- W Q ~ a)� V- o � LL L a J U OR H U' W ui ON N v c � O X cn Q �- � Q =3 c U j a c Ln rn O N Ill M a� 00 J I'D [--- z O d U U) w 0 z O U) w CII Lu Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE I b. JOB NO. 40204 SHEET NO. C2.0 O O m 3 O 0 Q C Q In 0 0 0 c M L In c v M Q 0 O L 3 c �CL �o oCL �Z O 0� N O -O C C N N C 0_ 0 O c C� 3v7 Z O� �Q �x 0 0 o O n-r- O .§ n 0) � c 0 m :3N U C 0.0 O U :E 2 a) N N C O O U C p O E C U (O O Q1 70.9 R 7700 .m E 0 O C In o M U c M� In O N U n o L i= L c O N 0 0 a N N V 0 N O M V 0 0 a 0 a a z Q a / I i GRgVH ARMOR EL_PA1 - YAR� T , , 'WOOD 1 RB /NLETI /MHD / 9VE TREE \ ' FgdT-BRIDG ' / /, it r r / /' /�' // �,si \ ` -� _ �' �' r OP 514.35 / _ _ - - - ♦ - 555 \ HYDRANT v \ / - ' ,vd -- �___-��I ✓ /lNV OUT=510 75 15" R%� //-'-_-------- - - - - -- _ / \�/ 1_/lr r//'/ _\�,;, �. SD RB iL W/43RATE /i/�/ir/ / TOP/(G ATE)=513 8 RENT LIGHT / / \ / /=510.43 5" RCP WEST / _ _ _ I I I510.30� 1 RCP NOR FIXTU REMOVE�X. CG-6 & /� �� / /" // /X _ _= \ II / / / / /// s. \ _ , , �� / , _ ■ SAWCU� AT NEAREST JOINT V. UT=510. 5 15' RCP A.--' G------� Imo\ \\ \ /�.. / ////////\-�S i ��•'�� / 1\ ! rl I I \// / �`.1 / ' P KIN_ _ -543 \ \ P, US STOF, SIGNEA - - - 256 - - ' _/ \�`P\��G / _ ' ' ■ STR 'C' _ - - \ '\/\ ` / / / / / / / \ ''� / / / i / / I I D)P RCP c _ %\ / \ / / //�/ / / _� / / / / D1B.1142 1P61 / CONC PADS (x3) l \ SQ CUhB l LEST WX MHD Top 2.52 O / r� / ' / r ,' r INV. YN=�19.I12 r15 RCIP > / 1 �, r, / r r INV /OU/T=519. 02' 15" fP I l l / / / \` \ .Q OP=510.72' FFE=543.46' \\\\ _ ®\ 1 r /�/ / / ,r ' r J I I I \\ C.� / ' ) / ��-" / /� � / / I � \ \ INV. 1N=507.56' 18"RCP (EAST, ' FFE=543.46' \\ IS/1Nv / ./ l \�P \ r /� / �� / I I / // /// / / \u\ / FFE= I .J Q INV, 1N=507.30' 18"RCP WES7 543.46' I \ I/� Q0 ; , INV. OUT=506.62' 18" RCP ` / REMOVE FE E STR A � FFE=543.47 ^ - _ ��0; \ / FFE=543.46' Q\, SD CURB INLET W/GRATE \ ' !---------- / �` / / \ / / \ / / / l / / / // / / PPROX. LOCATION // \ ` %�FFE=543.44 ` FFE=543.49 k\ .J `/ r� r, / �, / / / // / / �/ / / ' 10' VIRGIN/ POWER TOP (GRATE)=510.39' \ \ \ REMOVE �RE� / �'W FFE=543.47' \7 'D' / 1 - ,_ // ' ;% / ? / / / / // j / / / / / EASEMEN // INV. OUT=50789' 18"RCP \ FFE=543.42 \ / / / \ \ / / / / / / D.B. 1425 PG. 442 W SD CURB INLET W/GRA7 �71 /// TOP (GRATE)=511.34' 2STORY I - / / /i� / / / INV. 1N=508.81 ' 15" RCP REMOVE FEN III \ \ \ - _ - J/// / / / // IINV. OUT=508.41' 18"RC FFE=543.47 cU I I 1638 FFE=543.49' BLOCK & HARDAPLANK BUILDING _ CASPCA FACILITY II 3355 BERKMAR DRIVE ZI f I I �f---32,10 ---- \ - - / I / / / / /�� j /� / / / 10 1641 P G \ \ \ CONC. PAD / W \ J U CONC. PAD I I : --539.1 \\ \ \ \ zZ (12.7'x3.7) (17'x8� - Vmvt�� \ \ \ W/GENERATOR / W W/AlR FFE=543.49 � / � l / l / l / / y� / FFE= TRANSFER FFE=543.49' / VWL 1 CONC. PAD s \ \ \ \ \ \ X \ TRANSFORMER 530.12' FFE=543.49 _ ^ ' I / l /l /l \ \ FFE=529.62 \\ / SAN �hRS _ -------1 / \\ \ \\ \\` \ -\ x , FFE=543.49' REMOVE T- / / / // / / �/ // / //�� 1 SANITARY EWER y STEPS $ N TfifS �j / / / / / // / / ASEMENT �.c \ - - - \ \ \ \ \ \ \ \ \ - - - / ■ I \'L 11 RTStaRS� 7O / �lS�tr�, l / / /S 'E G. _ ' ' / % %i% /// / D.B. 2120 P�. 363 \ _ - R'q��P / / ems- ySANIT SyFW�R / /1 �4'-� / / /%� AT'y / /POSSIB EL ATION _ III\_♦ \ /SEA /// / / / r / / SD CURB INLET W/GRATE \ _ - - - -- - - - / Q��C. V�/ BT D IION \ / F �o / / / / / / /\ / r r� // // / \ 78„ , ' TOP (GRATE)=509.20' / _ _ _ _ _ _� \ , � �V" _ - - _ _ _ _ - - RIEMOVE / EASEMENT/RE RbS. \ /, / / \ \ ,Q / INV. OUT=506.25' 18 RCP - RAVE -L /// REM VEW/M -- -- // / REEL/ A //�// / \?\�� ///�\\ SD CURB INLETW/GRATE SOO - - - _ / /�/ // // / \ / / � / �, / TOP (GRATE)=508.60 \ - _ - � - / / ® I � / / � � � . / � � / r �/ / cT\ / INV. 1N=504.00' 18"RCP NORTH / REMOVE FENCE - - - Fj ` ' ' _ \ %/ �� / l / INV. IN=504.33' 18"RCP(WEST \ / 'IV, r/ / / APPROX. LOCAT/ONINV. OUT=504.02' 18"RCP ) -EASEMENT _ 10' VIRG/NlA POWER - - - - - � •lb �dNt'5W/GRATE \ \ \ - - - - - - 6� - - - - _ _ _ - _ / / - / / / - - - i , / ' / TOP (GRATE)=509.44' \ \ - N o _ _ _ -ADJUST-EX. LITY LINE \ \ \ - �� - / / / / \� - r / 1 -STRUCTURE-TO- - --___= _ - _-� ii' ----- \ \ r, / / //// \72„ / RADE_AND - - / - RE _ _ - -- - - _- _ _ � � ' ' - / �15- _ - \ I / / //� \��'S'C' 1 // INV. OUT=506.26' 18"RCP -Osr_ _ -CONVERT TO IK k`fX�UR�//� -- - - -- _ - - - - /WIER -_-- l l / // / / / SD CURB INLETW/GRATE NEW TREE.LINE --_--_520� \ �_� - __ - /B R�UtSB �8r���� / /I I /�� / /J� / / I / II TOP IN-�02.76'18"RCP (NORTH) A Gl I I P� G / / / / / / `1�✓ /z / r / / o /1 INV. IN=502.95' 18" RCP (WEST) METAL FENCE_ INV. OUT=502.76' 18"RCP \ \ \WET WLsi4rAER\\ \ \\ \\ - \\ - - - - ------- - - - - -- ' // �❑ I / c� ��ii ` \ dFdQI_'3WAL \ \ _ \ \ \ \ \ ` \ ` ` ` \ \ \ \ - - - - - - - -5�5 ` _ . - - - - y\ \ _ I I � J / ' , ' / / 1 ANIT l /® (4/ -- ----- ------- - ----- /`� - - _ - - - NEWTREE�" - \ - �/ /� �� \` / M // / / ��C) Z \� 4 � � l3f=tO�CLbCANON`P \ \\ - \__-_ s I J ♦ / I / / ` O4, 00 �M IREA NT�RMIT CONCRETET(IF�4�88` T(TE�eRTf\ FLUME O Q \\ \PIZED`FINTICII�bF bl;UEkTY TOANI"S \ \ \ ` \`\\\ _�` \\ - - - , \ \ I I C 66. �l P 616 \ \ ` \ \ \ \ \ \ \ ` `\ 1 1 '/ RISER (2.5 x 2.5 GRATE) �4* TOP=512.70' INV. 1N=510.40 6 PLASTIC (SW) \ ` \ ` ` \ \ \ pE�bN1NG` �`-� \ \ \ \ \ \ \ ► I \ \ \ 1 INV. IN=509.40 6 PLASTIC (NE) TMP 45-109C3 I \ APPROX. 44' FUTURE R/W. III ` 1 i / - _ \ _ I lNV OUT=509.01 15 CPP \ \ \� - � / �'_ EARNER, JAMES & ROX�1 NEI I \ 1 \ RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON \ // �] I \ l \ \ DEMAND OF THE COUNTY. \ N6 DB. 4826, PG. 608 III \\67S r \ \ ZONED: C-1 I I I i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 3 R P_ _ _ I I \ APPROX. L OCA TION \\\ \ \\ \ \ \ S`\ \ `\`\ \ \ ` \ \ \ \\\\ \ \ \ \ \ \ 1 \ _ \\ \\\ \\ �l ---- _ 66' \ \ \ Qo WATERLINE EASEMENT MHD 7�� D. B. 1423 PG. 433 V.TOP=514.14'IN1N=498.89'30"RCP q6gon.310011F SITE/CIVIL GENERAL DEMOLITION NOTES DURING DEMOLITION OR CONSTRUCTION ACTIVITIES. THE STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL WORK, SHALL BE ADJUSTED OR RELOCATED TO FACILITATE REPRESENTATIVE OR ENGINEER PRIOR TO PROCEEDING WITH ITS DEMOLITION LEGEND THIS SHEET IS PROVIDED TO DEPICT DEMOLITION PLAN CONTRACTOR SHALL DOCUMENT THE ENCOUNTER AND THE MATERIALS DOCUMENT ANY UTILITIES OR UTILITY SYSTEM STRUCTURESTO THE CONSTRUCTION. EXISTING FEATURES TO REMAIN MAY BE RELOCATION/DEMOLITION. FOR THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE TEMPORARILY RELOCATED AND/OR ADJUSTED DURING CONSTRUCTION. 6. ALL UTILITY SYSTEMS SHALL BE PROTECTED AND REMAIN IN SERVICE REMOVE SURFACE FEATURE 1. NO DEMOLITION CAN BEGIN UNTIL ALL EROSION AND SEDIMENT THE APPROPRIATE ACTION(S) TO BE TAKEN IN ACCORDANCE WITH THE APPROPRIATE ACTION(S) TO BE TAKEN. DO NOT DISTURB EXISTING CONTRACTOR TO RESTORE TO ORIGINAL CONFIGURATION AND THROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION, CONTROLS ARE IN PLACE, AND ARE APPROVED BY AN EROSION AND PROJECT SPECS. UTILITY SYSTEMS WITHOUT OWNER PERMISSION. CONDITION, IF DISTURBED. SUCH FEATURES MAY INCLUDE CURB, EVEN IF THE SYSTEM IS REQUIRED TO BE MODIFIED BY THESE PLANS. SEDIMENT CONTROL INSPECTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION 9. THE CONTRACTOR SHALL BACKFILL EXCAVATED AREAS WITH PAVEMENT, HARDSCAPE, SIGNS, LIGHT FIXTURES, WALLS AND OTHER 7. DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE REMOVE LINEAR FEATURE 2. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE WITH UTILITY COMPANIES AND THE IMPLEMENTATION OF APPROVED MATERIALS AS PER THE REQUIREMENTS OF VIRGINIA FEATURES THAT MAY BE DISTURBED DURING DEMOLITION AND/OR CONTRACTOR SHALL VERIFY THAT THE EXISTING SEWER STRUCTURES MOST CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND UTILITY -RELATED WORK. DEPARTMENT OF TRANSPORTATION. CONSTRUCTION ACTIVITIES. ARE IN WORKING CONDITION AND WILL ALLOW FOR PROPER REGULATIONS, INCLUDING BUT NOT LIMITED TO: 6. DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO 10.TREE PROTECTION, AS REQUIRED, SHALL BE INSTALLED PRIOR TO 5. UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH THE CONNECTION TO PROPOSED SEWER. THE CONTRACTOR SHALL REMOVE FEATURE a. ENVIRONMENTAL PROTECTION AGENCY (EPA) BE ABANDONED OR DEMOLISHED SHALL BE COMPLETED PRIOR TO STARTING DEMOLITION. CONSTRUCTION SEQUENCE INDICATED HEREIN, THE CONTRACTOR IMMEDIATELY NOTIFY AND DOCUMENT THE CONDITION OF THE b. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) OTHER SITE DEMOLITION. DISCONNECTION SHALL BE PERFORMMED IN SHALL REMOVE AND DISPOSE OF LEGALLY OR TEMPORARY RELOCATE, STRUCTURE TO THE OWNERS REPRESENTATIVE AND OBTAIN DIRECTION c. VIRGINIA OCCUPATIONAL AND SAFETY HEALTH COMPLIANCE FULL COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND THE SITE SPECIFIC DEMOLITION NOTES ALL ABOVE OR BELOW GROUND FEATURES WITHIN THE PROJECT AREA AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. PROGRAM (VOSH ENFORCEMENT) REQUIREMENTS OF THE UTILITY PURVEYORS. IDENTIFIED HEREBY WITHIN, AS REQUIRED TO PERFORM THE WORK. d. VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION 1. IN ALL AREAS WHERE NEW CONSTRUCTION MEETS EXISTING FACILITIES, THIS INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: e. NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR WITH THE UTILITY PURVEYORS, PAYMENT OF ASSOCIATED FEES A SMOOTH, CLEAN, EVEN TRANSITION SHALL BE FORMED. ALL a. LIGHTING FIXTURES AND ASSOCIATED CONCRETE BASES POLLUTANTS (NESHAPS) AND PROCUREMENT OF ALL NECESSARY PERMITS. PAVEMENT MATCH LINES SHALL BE SAWCUT TO FULL DEPTH AND b. ANY FENCING f. NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY AND HEALTH b. THE CONTRACTOR IS RESPONSIBLE FOR ALL PRIVATE UTILITY PROPERLY SEALED, PER SPECIFICATIONS. c. RETAINING WALLS (NIOSH). RELOCATION THAT IS NECESSARYTO PERFORM THEIR WORK. 2. DEMOLITION SHOWN HEREIN IS INTENDED TO SHOW MAJOR DEMOLITION d. TREES (WHICH ARE DIRECTLY IMPACTED BY CONSTRUCTION AND 3. PRIOR TO COMMENCING NEW WORK, THE CONTRACTOR SHALL 7. THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO OPERATIONS THAT ARE TO BE COMPLETED INITIALLY AS PART OF THIS NOT INDICATED ELSEWHERE TO REMAIN) DOCUMENT THE CONDITION OF ADJACENT AREAS AND PROTECT THOSE EXISTING ON -SITE UTILITY FACILITIES. ACTIVE UTILITY FACILITIES PROJECT. IT IS NOT A COMPLETE DEMOLITION SCOPE FOR THIS e. EQUIPMENT PADS/CONCRETE SLABS THEM FROM DAMAGE IF ADJACENT AREAS ARE DAMAGED DURING ENCOUNTERED DURING DEMOLITION AND/OR CONSTRUCTION SHALL BE PROJECT AS APPLICABLE LANGUAGE OF THIS CONTRACT SPECS f SIDEWALKS/ROADWAYS/CURBING/STAIRS ce) 00 0 Q z DEMOLITION AND/OR CONSTRUCTION ACTIVITIES THEY SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THE APPROVAL OF THE OWNER'S AND/OR REQUIRED PERMITS SHALL ALSO APPLY. g. SITE FURNISHINGS (TRASH CAN, BENCHES, ASH RECEPTACLES, RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL REPRESENTATIVE. 3. CONTRACTOR SHALL EMPLOY PROPER METHODS OF SOIL EROSION & ETC) SCALE 1 "=30' COST TO THE OWNER. 8. DURING DEMOLITION AND/OR CONSTRUCTION, THE CONTRACTOR SHALL SILTATION CONTROL IN ACCORDANCE WITH THESE PLANS AND ALL h. SITE/TRAFFIC SIGNAGE 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON REQUIREMENTS OF ANY AGENCIES HAVING JURISDICTION. I. ANY OTHER ITEMS THAT ARE ENCOUNTERED AND NOT LISTED 0 30' 60' REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEM 4. IN GENERAL, ALL EXISTING ITEMS THAT CONFLICT WITH PROPOSED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S TH 0P �j �DY A U le. No. 045603o-� 11-0 2at8 IONAL M >_ 0 rn o N N E Lu(ai E Q 0 LL o i\ w o ll� W a J U co a > o N U lL N �X 0 <� LL � 2 � 'D aLn C 0')O N U� � M a� 00 J CD Lu CL O z O a U w 0 z O w w a t� DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNETTI SCALE U m Lu Q � z ui > Q CO J J } �z Q z 00 O LuW t J J r c,H4 J � _l Lu �m0 > -j Q V I Lu Lu 0 0 I..L U JOB NO. 40204 SHEET NO. C2.1 L i i i i i EMERGENCY VEHICLE ACCESS GRASSPAVE PROP TREELINE A _ Zoo � � � TH opEASEMENT 35' ACCESS / �r \ \ J // 2 I D.B. 2120 PG. 363 Lie. No. 04 560 � YARD4000 � \ / HYDRANT / o • / /% � � , / � SjONAL � 43.23' 2 PROPOSED �� \ / ;' D ■ / DUMPSTER AREA 50 SETBA/CK \- / �/ \ ■ _ J / /' ♦ RETAINING WALL /` / N SCOPE OF WORK \ / / ■ 6' MAX HEIGHT ` RS LIMITED TO MILL & / / WITH HR-1 / ® v E OVERLAY OUTSIDE / *j "' — R3' ■ ® a I LIMITS OF WORK / / / ♦ 1 B \ / / u 3 ,�iPPR X LOCATION ' US STO, SIGN O 56 + N R2.5' R5 ACAA WATERLINE / ; / /�/ J� 2 R2.3' ■ 9' EASEMENT / ; ' / / ♦ R5' / / / c'�iLjME w J v o z0 / ■ ' N / / yDc �, / / ■ ■ �." ■ D.B. 2785 PG. 238 / M 6 A�j CG` / // R5' J / / PROP 8X5' BUS STOP CONC z Q1 v 6 / ♦ 1 C / PAD, MATCH CONC S/W C1 i Q O L, Q cn /,% / 1SECTION w °; w p TIE TO EXISTING / I ♦ r / CURB, GUTTER '' / (SUBJECT TO VDOT & _ Q) -- Z / _ �_ — ■ (. / AND SIDEWALK TRANSIT APPROVAL) v < Ln 47.19 / 3A 32' M � FUTURE R/W) 16 / / /// / 10' VIRGIN/POWER EASEMEN � D. B. 1425 PG. 442 PR P ED '� � a STOP SIGN n / R3' ///� ♦ O OS PROPOSED / �; ♦ (D ADDITIONS ADDITIONS / I x 2 STORY TIE TO EXIS­nNG G CG-12 © 1C2 ♦ ■ BLOCK & HARDI-PLANK BUILDING CURB, GUTTER o (TYP) R5' ♦ / w , p / (CASPCA FACILITY) AND SIDEWALK ti� R3 / / / w Lu I 3355 BERKMAR DR �VWL1 B / / = a 'I a PROPOSED ■ � , 1641 R5, z ® CANOPY , 1 / / / ; 0 / 1639 L 1 CLO W) DATE 539.10 ------ R5 1 D > / VWL 1 1 < G� �A. � / 04109118 0 / / o R3' O5 / / r DRAWN BY \ / / PR P TREELINE X R5, 1 C3 3' / �// 1 ' SANITARY SEWER J. WILSON ♦ Moloompos IV ■ ■ I 5 0 D.B. MENP .363 DESIGNED BY ■ — . I O5 R5' G, / / � � J / • J. WILSON D ♦ © / / // / • CHECKED BY LOADING R5• ■anlove • / / / • C. PENNETTI SPACE TIE TO EXISTING \ %��RETAINING WALLS / / / • SCALE n d. PRGG- PRCaSE� e ♦ CURB AND .\ U MAX HEIGHT d GUTTER WITH HR-1 / 9 ! s a R5' j a� R42' TIE O EXISTING /�`!j \ APPROX. LOCATION 1 R4. RS CURB AND ® 10' VIRG/NIA POWER 2G R312' R4.5' D 9' G6 — BUTTER /// / EASEMENT . O S N N / D. B. 1425 PG. 442 CG-6 F H — — // /�CL / Q \ SHOWNAS PROPOSED O 44, \ DRAINAGE EASEMENT \\ II/(1/9 ON PLAT BY ROUDABUSH, GALE & --—� AS TES,/ \/ —X —�+ \ 2C / / 0���' (z)O Lu \ \ 2E C = 2B �� •O / \ �� 4--. � \ 50' BUILD/NG B \+ \� `♦ ♦ \ / <G/ G Q� LJ \ 2 D v \� SETBACK \ �/ \ • APPROX, LOCATION OF / / O`S F Q \ \ INTERMITTENT STREAM \ \ NTION/ �v60 30'LANDSCAPE EXBIORETE�O / Vz w \ BUFFER 2A �� ��'O� Q� \ TMP 45-88 ry Q \ k \ \ THE ALBEMARLE SOCIETY FOR THE �0 AT b? .g7 > 2! PREVENTION OF CRUELTY TO ANIMALS N66?> �UGp S ♦ A k� CO� Z Q \ DB. 4444, PG. 616 4i J Q J ZONED: R-6 0 REZONING: C-1 10'FRONT SETBACK U Lu TMP 45-109C3 _ APPROX. 44' FUTURE R/W. -i \ \' EARNER, JAMES & RO NE I / RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON J C2 N'1 66 \ \ DB. 4826, PG. 608\ / 0 DEMAND OF THE COUNTY. J ZONED: C-1 687 66, A \ \ �O' S68o , ,r J DUMPSTER PAD CONCRETE SECTION PAVEMENT SECTION 1. VERIFY CBR FOR PAVEMENT SECTION PRIOR TO 1. VERIFY CBR FOR PAVEMENT SECTION PRIOR TO CONSTRUCTION CONSTRUCTION 2. COORDINATE EX PAVEMENT SECTION (WHEN DETERMINED) WITH ENGINEER TO VERIFY COMPATABILITY. 2. CONCRETE PAD PROVIDED FOR LOADING AND RUBBISH AREA. CONCRETE PAD DETAIL HEAVY DUTY ASPHALT STANDARD PARKING ASPHALT TO BE USED /N LOADING AND RUBBISH TO BE USED /N DRIVE AISLES AND TO BE USED IN PARKING SPACES MAIN ACCESS ROAD 1.5" SM-9.5AL BITUMINOUS CONCRETE 2" SM-9.5A BITUMINOUS SURFACE. CONCRETE SURFACE. 2" IM-19A INTERMEDIATE 6" CONC PAD COURSE 3,500 PSI 3" BM-25 BITUMINOUS 6" 21A STONE 6X6 - W2.12.1 W.W.F COMPACTED TO >95%. #4 REBAR AT 24" O.C. CONCRETE BASE LAYER. 0 0 0 0 0 _ O O O O O 6" 21 A STONE E ° 6" 21 A STONE E ° SUB -GRADE COMPACTED COMPACTED TO >95 /°. COMPACTED TO >95 /o. III III III III I '� TO A MINIMUM OF 95% O�O�O�O�O O O O O O MAXIMUM PROCTOR —� SUB -GRADE COMPACTED �� SUB -GRADE COMPACTED DENSITY. =III=IIIIIIIII=1 I TO A MINIMUM OF 95% I I I I=1 11 I I III=1 I TO A MINIMUM OF 95% MAXIMUM PROCTOR MAXIMUM PROCTOR DENSITY. DENSITY. / APPROX. LOCATIONLu m r ^ WATERLINE \ J v J / EASEMENT / Q D. B. 1423 PG. 433 U) LLJ NOTES 1. THE PURPOSE OF THIS SHEET IS TO DEPICT SITE LAYOUT. O REFER TO SHEET C3.1 FOR GRADING PLAN AND UTILITIES. —i I..L Q U ce) 00 z JOB NO. SCALE 1"=30' 40204 SHEET NO. 0 30' 60' C3.0 L c 0 0 0 a N v 00 0 N O M V 0 O a 0 a z Q a J D 06 7/- 77000 ROCK _� \ / ARMOR \ ' / // '/ 'i 11 V_ GR4VEL_PArH - - _ � - � � , , r, r i/ri,i r / ' 1�� - _ _ _ �� / - - YARD T r WOOD 11 r / r/'rr ��, /- - _ - S CUR B /NL ET W/MHD 555' \ - FQdT-BRIOG �� �/ / / / ' /' „ „r �� \ -� \ - \,� , OP1514.35 / �- R HYDRANT \ / /' / / /� i''/ii r ir / 7 �% NI �' / I �CZNt�EC 'i1 INV. OUT=510<75' 15" R �/j /irr' / I _ _ / _ 2 1 OP .1; -TO E) / REPLACE RCP WITH DIP -4_ UNDER PROP �LDG REPLACE EX MH TOP / / , , / _ - _ \ \ ` / r // , , WITH GRATE TOP \ / / =`- - - - - ' \' / / / // / _ _- _ , / SD CgR6 ftlL�•T WI RATE � -- / / " 5---------- - � \ \ / / �- - L- / / /�/ /j / / / / 1 \ / 'G7 44- - - - - \ \ ' r / / //�r TOP GATE-513�88 - 4 -- j� REPLACE WITH MH TOP / / / / / / ///// ,'C �- \ ( ( )- - \ J ' / /, / 5 5 - - 13hl h{ \1\\ II ' IN 5-30' 15 RCP NORTH � i I ADJUST TO MATC�I / / / // a` \ � - � � � \ , / ( \ PROP GRAD � r � Q / � / / � \s, -3� - \ 11yV, l=510.43' S"RCP (WEST) , // // // / / \\ 'A ' 1 _ _ - ` I \/ NV. U7=510. ' 15" RCP PROP D1-3C"TO TIETd- ' \�� / / EX PIPE. / r- / L \� \\\ - /��/l; \�' /��� �, ;.31- 1 I II II �/O USSTOPSIGN--\ oy P\� � / �� \\/ \ G 535.2�' � A�j N / / / / / / . \ ' ' / \ I I I / J C M - - - 2- - /G� ��� 0"- ' ' _ _ ■ \7 P = 54*-65 / , �hl$� // \ r ��� ' / / ri / I / o �FR / (� _ - � /i �•' � � � 250 41 ■ �_ `s�\ J /'' \ ' �'/' //�// i38 CONC ADS(x3+ 33 �� 0 2- 41 1C1 (51 / / / .Q OP 510.72' FFE=543.46' \! �' Q / /// / y ri / N / / INV. A-507.56' 18"RCP(EAST FFE=543.46' :.• •\ o-3A �b 8 � � /i/ / / � / O\� ,/ / r r/ r/ / / �/ �\ \\ INV. 1N=507.30' 18"RCP (WES7 \ \ r / _ 543.46' 1 ��' // P %\ ' / UQ r'r r r/ / I , // INV. OUT-506.62' 18"RCP FFE=543.47' \ / / 0 / STR A' FFE=543.46' EX FH / r�/� / �/, L�' / i, o r // /// \ \ - --- ' l 3' / ' ' / // / / / '/ ' / \ PPROX. LOCH _ FFE=543.44 FFE-543.49' J / --- - �' r / / /; / ��P' ' / / / // r ' 10' VIRGIN/ POWER TOP GRATE =510. 9' \ ' W FFE=543.47' R D - - / / 5, / / / \ \ \ FFE=543.42 , / f r r /, P.' \ r c `\ 32 56 / / / / ''� / / EASEMEN INV. OUT=507.89' 18"RCP / D.B. 1425 PG. 442 ,gG�jlT ' SD CURB INLET W/GRA i PROPOSED PROPOSED / ; 20' ACSA l `r r / ` cr 32 // /�/ / / r \ ADDITIONS ADDITIONS I , EASEMENT ll l � r --�- \ / �' �''• � / //�/ / / INSTALL TOP GRATE -511.34' - I / I l -� , ♦ 13 �, �\ // r/ // / / / /////� / / STORMCEPTOR /� INV. 1N=508.81' 15"RCP 2 STORY \ \ \ 3 - ^ / / / ///// IN INLET / r/ IINV. OUT=508.41' 18" R( \ \ \ I BLOCK & HARDI-PLANK BUILDING 33- u. < Q r / / // / � / / r/ (CASPCA FACILITY) F'7E=543.47' I 1 \ ) 163s \ \ \; SS G �a < S �Q- _ 5 \ \ 3355 BERKMAR DRIVE �n 35- 1Q / /PROPOSED ■ / / 1 \ , 1641 ` 34 �64 ' ERLINE STUB & \ I ® CANOPY I I r \ / ' 33 �,n� BLOW OFF -VALVE , \ CONC. PAD CONC. PAD CONNECT TO EX ` 39 1 / 1 35- _ �G PROVIDED FOR FU�URE (12.Tx 3.7) WATER SERVICE - 35- 1 D DEVELOPMENT \ W//AIR) rat=J�F3.4J / �� ` . \ 14 �/ 07 33 W/GENERATOR MANHOLE PROVIDED / ' ^ \ U / FFE= TRANSFER FFE=543.49" 42 cs \ CONC. PAD I FOR FUTURE \ \ \ \ I (6.8"x FO W/ 530.12' FFE=529. I / 36- \ \ TRANSFORMER FFE=543.49 sAN _ / 34 DEVELOPMENT \ ' SANC. �- - 36 35 87 - ' / / / / / // // x r FFE=543.49' 1 C3 82 / �r / r /,/ �� / 1 ' SAN/TARY,SEWER / - , / y ZS�iEPS O R 4 - - - -ASEMENT r/ ,�J� 3 Sop - - ,� i �■ 2 11 ERS� 7 ` - / - , - - _ �� \ \ \ / / ■ \ 0.* - / /D.B. 2120 P . 363 35 13 ,_ RETAIN/ UI � M � r /%, / / / - - - - / I I ' ♦ SE� `' \ WITH r / / /r // j r SD CURB INLET W/GRATE , TOP (GRATE)=509.20' / PROPOSE -2:1 SLOP r �/ /// / / INV. OUT=506.25' 18"RCP 529 / , / - - - - - �,Z'l 4 5 s •' . a. e 2 ( I I I ; I /. / - _ / , / / SD CURB INLET W/GRATE g- Q Y. / �J r / / • ° V52 \ r r /�, /�l' �cT / TOP (GRATE)=508.60' .28 27 7 -- 29 \ I I / / ♦ / \ - - / �/ / / / / INV. 1N=504.00' 18" RCP (NORTH) �' V. IN=504.33' 18" RCP WEST GROUN IN Tn , s - / / \ , r/'/ r / / APPROX. LOCATION (WEST) X, PER INV. OUT-504.02' 18"RCP 27 45 \ \ \ \ \ \ \ \ \ \ \ \ i i ,y2y/ ♦ _ _ - - &�'SVC S W ;_ S� 10' VIRGINIA POWER 2940 30EASEMENT2INSTALL Oil STORMCEPTOR IGDSGN�452F W/GRATE 4� IN INLET / / - / 2F 2764 FH 303$ - - _�' / I \�\ -,'r / �� % / I / '` TOP (GRATE)=509.44' 2H _ - _ - _ - _ - - ;�� / - '� / - - - - - \ ` r r / % / ? I // INV. OUT=506.26' 18" RCP _530 I \ '529; \ \ \ \ \ \ \ \ t \`\\ _ - -- - _525. - - _ _526-527 -_ - _ _-- P p ` \ � 528 � � � - �W/ER / '� l / / / / / � SD CURB INLET W/GRATE 524 52_ 5I I I, / TOP (GRA TE)=509.06' 523 T / / 31 INV. 1N-502.76'18"RCP (NORTH ) 520 521 / PAC' / EX�� M r z / i ///��/ o / �I INV. IN=502.95' 18" RCP (WEST) 517 518 - ---'�- - --, i� '� �/ /' ,// O /NV.OUT=502.76'18"RCP H7ET WE54.rPER \ \ \ \ _ `� _ _ _ - - - - _ - StIVM 1=AEINT�F - - - i , _ QJ 1 / ' S15 \ _ \ \ `� �\ \\ \\ - \\� _ - - - 2E - 5 15"RCP /` \_ ----- _ \ I II /'/ / I /� c� k_� \ \ ` \ ` ` \ \\ __ �5_, \ ----- - --- 2�-7 \ _II i jG� { ANIT/�j� l _ \ \ •f /q _ ILI-_ / � w o - - _ - - _ _ _ _ \\PI�NOk\LbCANOF\`�`� \�REA�------ ^\--- s BP VC I '�- Ir ♦ / I / / ���p�h INT�RMIT�EN� \ \ \ \ I - - _ _ _ _ _ ` - I r X�' - ' '♦ q; Q / ♦ / 1/ / y ��vC�/�Z \ \ \ - - I I / / i II / / \ ` \40 T�(l/1F,,45-88- \ � \ \ \ ` \ \ \��� \ \ \\� �\ - - - - / \ � - - \ I I CONCRETE \ \ \ \ \ \\ \ \ \ \ \ T AFL E1bI�RL ,�OCIETY>*QR,TI E\ \ \ \ \ \ \ \ \ - - _ _ _ - \ \\ - - I FLUME S ♦ I / \ COM �I�EVE\Nl- ON,'OF �'RUEL TY\TO ANII�A,L� \ \ ` \\` \ \\ ` \ -` \ \\ \ \ I I N6 ``ILA q 6�.4�14, PCB 616 \ \ \ \ \ \ , \ \ \\ \\ _ _ _ \ I 1 / RISER (2.5 x 2.5 GRATE) 2jSp„ _ , A r I I \\ \ \ \ \ \ �\� \\ \ \ I1 INV TOP=512.70' XlkFDR,- 6 \20 .() �, II 1 ` INV. 1N=509.40' 6"PLASTIC (NE) \_ TMP 45-109C3 / APPROX. 44' FUTURE R/W N., INV OUT=509.01 15CPP LARNER, JAMES & ROA NE I 1 \ RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON I I \ DEMAND OF THE COUNTY. \ 1 N66 DB. 4826, PG. 608 I I \ / / O \ \ / \ \ 3 ' RCP ZONED: C-1 I I I I / \ APPROX. LOCATION \ - RCP I WATERLINEE8� T66 EASEMENT ----_____-_�_II _ I \ \, \ ( MHDD. B. 1423 PG. 433 TOP=514.14' INV. IN=498.89' 30" RCP \ o " GRADING & DRAINAGE PLAN NOTES THIS SHEET FOR GRADING AND STORM DRAINAGE 1. SPOT ELEVATIONS IN PARKING/ROAD AREAS ARE PROVIDED AT EDGE OF PAVEMENT 2. SIDEWALK CROSS SLOPE TO BE 2%, PER SIDEWALK DETAIL 3. CURB DESIGNATED WITH A'R' (CG-6R, CG-7R) REPRESENTS A REVERSE GUTTER PAN, WITH 2% SLOPE AWAY FROM THE CURB. 4. TRANSITION FROM CG-6 TO CG-6R OR CG-6R TO CG-7R OVER 5' 5. ALL CG-12 RAMPS TO HAVE 1:20 GUTTER SLOPE (OR LESS) AT GUTTER PAN 6. SITE INCLUDES AN EX. BIORETENTION FACILITY AND STORMWATER DETENTION FACILITY. _ 7. WATER SERVICE IS RELOCATED AND PROPOSED STUB OUT IS PROVIDED FOR FUTURE DEVELOPMENT. 8. SANITARY MANHOLE E IS PROVIDED FOR FUTURE DEVELOPMENT. ce) 00 Q z SCALE 1 "=30' NOR 0 30' 60' TH 0� lD y A '_� U Lic. No. 04 5603�� 1�2at8 •� 0�Als��IONAL M E 0 o rn N N > E Lu E Lu Q LL 3 0 LL o w 0 ll� W a J U co LuJ CD - �n d > o 0-1 U lL N QJX O Q � _j � w �2 Iry aLn C 0')O N U � M o_ co J � F z O a U to w z O to w tY w Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE U m V) Lu oC z Q J UJ > >_ W J � z i--i 0 O wLu D J J J Q H� Lu r> J Q z V I ~ W 0 0 I..L U JOB NO. 40204 SHEET NO. C3.1 Z)o -0 []f O C7 z �o �2i o2i C `6 0 Q) C N d O =) U C c� �3 z N OU) 2Q x o w w0 Qw 0.3 >� Y L� U O N O O U w2 �5 cl_ a)0 �o E; F3 =_ U O 7 m U � O N O w - U 2 N O U a o (uLu L 1530 1525 1520 1515 1510 1505 1500 1495 1490 485 9+50 ? W FFE=543.47' FFE=543.42' r -�-v' x 2 STORY FFE=543.49' BLOCK & HARDI-PLANK BUILDING (CASPCA FACILITY) FFE=543.47' I 1638 I 3355 BERKMAR DRIVE w 4e v1 , I ■ I i ,1641� ® i I CONC. PAD CONC. PAD 163 39.1 Q L 1 CL 0 (12.7' x 3.7) (17' x 8)VWL ------ 164 I = WIGENERATOR W/AIR FFE-543.49' 4 U CONC. PAD FFE= TRANSFER FFE=543.49' I L (6.8" x 7.8) w/ 530.12' FFE=529. 62' I I \ TRANSFORMER FFE=543.49 - SAN17/ x ~ FFE=543.49' I Conic. 92 ` ■ 12 f�ISERSI 7) C> \ SqN � 1 ' �- APPROX. LOCATION OF INTERMITTENT STREAM TMP 45-88 THE ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS DB. 4444, PG. 616 ZONED: R-6 REZONING: C-1 U \ d \ 00 2� c TOP 528.15 2 F HT: 12.25' ■ 2D ROCK \ \ INV. IN=511.67' 15" RCP (5)) ARMOR \ \ / / _ _ __�-� , ` INV. OUT=511.42' 15" RCP ;NL4 - WOOD = - ,¢S CURB INLET /MHD'ANT FOOT-BR/DP=514.35'} \/` INV. OUT=510<75'15"R Lia� SD C JRB INLET WA RATE Off, REPLACE WITH MH TOP / / / ��� �' �,( `� TOP/(GRATE)=513,88 �s�IONAL �1 ADJUST TO MATCH / �1 �� ■ II / , / IN-510.30' 1, / RCP (NORTH 04 PROP GRADE / ��s, �y� l . IN=510.43' �5"RCP (WEST) a ��'A�, ; ' ♦ 1 B I I \ / V. OUT=510. 5' 15" RCP �/SIGN u BUS STO o 0 w E =525.51C1 /iI oO �,^_, NV. IN=5 15" F'. 7&," / M D a � v sm, z 4 ��� / / ♦ l V. OU 19.02' S" kd: ` �� �L� OP-510.72' w m - O O / /' INV. IN=507.56' 18" RCr, 'Cf i i a > o N INV. IN=507.30 18 RCP (WEST) z W a; � / / �� \ INV. OUT=506.62' 18" RCP p x u ��,' SD CURB INLET W/GRATE GROUN N STR F' ®- '� : , 5Q % / / / _ „ H Q Ln 0 TOP (GR4 TE)=510.39' _ > ° o .A .;« X; PER R D �� : / ! , Q./ / / , // INV. OUT-507.89 18 RCP o Lu - - - - I -STRUCTURE a \ / / // a ---------------------- - --- • ; � J �' /; ! SD CURB INLET W/GR,4T M - - - - NOTFOUND ; ; / / a 00 J �-- -------------------------- -- ---- TOP (GRATE)=511.34' o w _ I- , _ _ _ _ _ _ _ _ _ , � ♦ / // � // INV. 1N=508.81 ' 15"RCP ( � ~ I •��� ♦ 1C2 ///�/ / \ %// lINV. OUT=508.41' 18"RC � // I �� � 1638 - ' ° ° / / � I' W W W WIER --- ,10 /�/ o I \ TOP=514.3 I B / / / l =513. PP 6" P� 1639,I i L 1 CLO / / '� / \ / j/ VQ = METAL FENCE + ?�� 2C39.1oS -- 1 D / / // ''Q S \G� -- G VWL -- 164 4 / / / ��/ �� Lu I 6" PJ wI I 1 vwc / / w w 2B �� II I I �/ \ /�// i Q -SANI I / // Q B + � � I CONC. 1 C3 / /// � /i/ o s a„pL/C \ II I ■ �2 11SER� 0 \ SA N TAR R / // / / ♦ I SrEPS O SqN SER CE R 0 ♦ / / / cn DATE X 17 R E \ CIVIL TE AN / / > II I 04/09/18 0 I ANI RY SE R /� / I2A X II \� SERVI ER / / SD CURB INLET W/GRATE >_ DRAWN BY II CONCRETE II FIELD-LO TED AV TOP (GRATE)-509.20'V. FLUME II II CLEAN-OU S / N6 0 s ♦ I I //// INOUT=506.25' 18"RCP J. WILSON RISER (2.5 x 2.5' GRATE) I Go I I U I sy2 \ / / ��� DESIGNED BY TOP=512.70' I I v / • 20 \ _ II : I Z ! / / \ SD CURB INLET W/GR,4T • J. WILSON V. IN1N=510.40 6 6 PLASTIC (SW) sr" 111 I /l� \�GT TOP (GRATE)=508,60' INV. 1N=509.40' 6"PLASTIC (NE) II I �\ / INV. 1N=504.00 18 RCP (NORTH) • CHECKED BY TMP 45-109C3 II _ /' INV. IN=504.33 18 RCP WEST co INV OUT-509.01' 15" CPP I I �� ._ _ � � / \ // � �� (WEST) LARNER, JAMES & ROXINE11 I I \ / \ DB. 4826, PG. 608 11 11 __ s INV. OUT=504.02' 18" RCP o • C. PENNETTI O� 30" RCP _ ZONED: C-1 III I �2 / Q z • SCALE I STRUCTURE � / / G ------------_______-30_'/�Cp I III -_ __-- NOT FOUND / / / ��� SD CURB INLET W/GRATE TOP (GRATE)_ 509.44 SCALE 1 "-_ 30' � �- ` / INV. OUT=506.26' 18"RCP OP=514.94' INV. IN=498.89' 30" RCP \ / / 0 30' 60' ! INV. 1N=508.79' 15"RCP SD INLET W/GR4TE S W _ W/ERQ�n o,!/,Pg INLET W/GRATE 1 • I������■1�11�� �7 _ �I��'� iiWWI .III �I��I�I�����I� II■mil■ mill II■ ��I��I�I�r■�`�'� mmimmiml rum,� Nmmi FEW IN s \III■III■�■■►.�-•- `- '�■11�■■�1�1����1��1■. ��II■III■I■��0�■IIII■■1�1����1��1■ �\II■III■�■■� ■IIII■■1�1\����I��1■ I■�■■1�1�����1��1■ mill II■�■■� ■■- Role 1■I��I�I���i`� fiil�■1���1��■ MI _ _• �1■�����I •e�____I■1��1�__I _ _ ■11■�1��1 _ • ■ ' ■ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 530 525 540 520 535 515 530 510 525 505 520 500 515 495 510 490 505 485 14+5014+70 500 9+50 �m .•�n1mmm� �'_� owl alli■■1 FEW FINE 100mOW ■1���I1� M1■ ��■1�1■11■ice ZI■ ��■1�1■11■i�� ��1■ ��■I�f■■1! • - - - SWINE me FINE! mim ��l�ii�■ 1 ■I�i�����1� mi 10+00 10+50 11+00 11+50 12+00 540 535 530 525 540 520 535 515 530 510 525 505 520 500 515 12+50 9+50 NOTES: 1. THESE SHEETS ARE PROVIDED FOR UTILITY PROFILE INFORMATION ONLY. 2. ALL PIPES IDENTIFIED AS'RCP' SHALL BE CLASS III RCP AND u CONFORM WITH VDOT SPECIFICATIONS. 3. REFER TO SHEET C4.1 FOR NOTES AND DETAILS.0. 4. INLETS ARE DESIGNED AND IDENTIFIED AS PRECAST TOP /1 U ) UNITS (T-DI-3) WITH PRECAST BASE UNIT (SIZED PER VDOT DETAIL) WITH INLET SHAPING. 5. CONTRACTOR TO VERIFY INLET/MANHOLE BASE SIZE WITH w MANUFACTURER TO ENSURE THE BASE CAN ACCOMMODATE THE PIPE CONNECTIONS. 6. IF INLETS ARE INSTALLED PRIOR TO TOP LAYER OF PAVEMENT THE CONTRACTOR SHALL ENSURE RUNOFF CAN W BE CONVEYED INTO THE INLET WITHOUT PONDING AT THE GUTTER 7. STORM SEWER TO BE PRIVATELY OWNED/MAINTAINED J �--� ui STANDARD PROFILE LEGEND: Q ISE MEN mmm 1120 N �,,,i &al1 III■ -=� =111=II M."IT • ■■ m■■ mm 10+00 10+50 11+00 11+50 12+00 0 12+50 0 50 PROFILE SCALE 540 535 530 525 520 pp > 0 J TOP 1A STRUCTUREID z Z)� ELEVATION o HEIGHT (TOP - INV OUT) u Ln w Ww o= � X. GRADE J < Q \ H� m 3: PROR GRADE J > a � C� oC DOWNSTREAM STRUCTURE w O Qm PSTREAM STRUCTURE INLET LENGTH p oo_� PIPE SIZE w r O STRUCTURE TYPE N,co CD()O� co CD �c o pz m U) Q U JOB NO. 40204 515 SHEET NO. C4.2 N 0 cu a� 0 Q Q m 0 a m N 7 N 0 CCU a cc co cc a 0 0 _ as =0 aaf 20 2z �o o� E o a � ca N o_ O� 0 3 Z y O2 2Q ow iz 0 a .3 CD ai o f0 � .N.• U C E O a Uc � �a f6 a N c � U a2 �y Co U Cc 0 aw P))'O2 '� 2016 ROAD & BRIDGE STANDARDS SL 1 #5 BARS 0 8" C•C TYP. #5 BARS Q 8" C-C TYP, A A B I I B 30" DIAMETER 30" DIAMETER i IIIII II I I I I I I IT I I I I I T T I —I SIZE AND PLAN WALLCTURE THICKNESS VARIES PLAN CLASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A NOTES: SECTION B-B 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION.FOR MANHOLES. JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE 8' TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-I IS INCLUDED IN THE COST OF THE STRUCTURE, SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS 0 8" C-C I I c 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE xF CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. �� �' • 7 S. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT \VD=TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 1 REVISION DATL MANHOLES AND JUNCTION BOXES L-f 302 10614 VIRGINIA DEPARTMENT OF TRANSPORTATION i i i c VAlk'', d ,d e TRANSITION BETWEEN PIPE DIA ETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHTo APE TO OFNPIPER I � I I ♦ A, AA. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLA D CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR 61/ CLASS Cl,XCEPT THAT 25X OF COARSE AGGREGATE MAY BE ^:' : ' • ""` UP TO 4'i IN DIAMETER AND CONSIST OF STONE, BROKEN BRK;K, v e :: ': r::.;+ ;•: BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE :::• ,;,;:;.;:<.. '`:: SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE II I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ,...d.,.. d DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE d PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED — INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES xv=r SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE &INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MH-1 l'-9Y4• DIA THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE 1'/z' 4 CAST IN THE DEPRESSIO IN TOP OF COVER 1" WIDE RAISED " HIGH AS 1%2" �a'• 1%2' SHOWN. FINISHED SECTION A -A B 11/ IA A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. ME, womint m V C+)uiiiirml TOP A SECTION B-B BOTTOM \VDCTr SPECIFICATION STANDARD MANHOLE FRAME AND COVER REFERENCE ROAD AND BRIDGE STANDARDS SHEET 2 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 106.02 302 'DOT' LABEL TO BE REPLACED WITH 'STORM' T-DI-3,4 NOTES: CURB DROP INLET THROAT SECTION 1• SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. STANDARD IC-2 FRAME AND COVER 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR REINFORCING BARS. O 4. REINFORCING IN ACCORDANCE WITH ASTM A-185 FOR WELDED WIRE MESH. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY ?0 VARY WITH MANUFACTURER. X 30" 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 & DI-4 CURB DROP INLETS. V�AeS FRO 7•EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS (#3 M DOWEL HOLES C 2 T SEE SHEET BARS) CAST IN FACE AS SHOWN. THESE LOOPS MAY C ?0'-0'• 2 OF 2 FOR BE USED FOR LIFT, AND FOR TIEING IN THE POURED 0 ALTERNATE IN PLACE GUTTER SECTION. FACE BLOCKS ARE TO BE 5" DETAIL. SEALED WITH GROUT OR POLYSULFIDE SEALER. CMIN. 8. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. FACE BLOCK *4 BARS #3 BARS-N #4 BARS LOCATION OF HOLE TO VARY ACCORDING TO TYPE OF INLET CONSTRUCTED. - SEE SHEET 2 OF 2 FOR ALTERNATE DETAIL. SEE ALTERNATE NOSE DETAIL, SHEET 2 OF 2 2'-10" ALL RIB BARS #5 ON 6" CENTERS. ITZ #4 BARS 1 •':: #3 #4 BARS a BARS 6" #3 BARS -- #4 BARS N_t SEE ALTERNATE 1" DEEP NOTCH FOR INTERLOCK DETAIL B VARIES WITH MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT T -10" 2y � 2'_71 „ ALL RIB BARS W-20 SMOOTH BARS ON 4" CENTERS. W-20 -# 4 4 BARS - W 2 -20 rW-20 45° W-11 W-20 W-11 W-20 21/z„ 31/2 27W-20 W 11 LOCATION OF HOLE TO W 20 W 20 V DEEP NOTCH VARY ACCORDING TO TYPE FOR INTERLOCK OF INLET CONSTRUCTED. W-11 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT \vDOT ROAD AND BRIDGE STANDARDS STANDARD PRECAST T 0 P UNITS SHEET 1 OF 2 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 103.05 RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION z SIZE CONCRETE PIPE ci w 6" 2'-11" 0m lo o�Q 1o.. 3,_31 12" 3,-6„ cl - 151.3'_41 n 18" 4'-OI 21" 4'-3 6" 3,-9" 8" N-111/4" z 10" 4 _11 D I.i w 12" 4'-4" 15" C -71/4" om Um u-0 18" 4'-101/2" d 21„ 5'-1•Y4„ M _ 24" 5'-5" o t jo 27" 5'-81/4" 12" 4,_4" Z) � 15" 4' 71/a" LJ as 18" 4'-101/2" 21„ 5 mw w �m 24" 5'-5" _ V 27" 5'-81/4" 0 am 30" 6,-2Y4„ d�-e r� 0_ 33" 6,-5y4„ 0 o� 36" 6'-9" 42" 7'4/2" 48" 1 7'-1D" Lo SPECIFICATION REFERENCE 105 233 302 nER r� r I I I RISER (UNIT -+� BASEUNITUNIT ,11 �I� I FOOTING SPECIFICATION REFERENCE 105 302 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103 . 11 SPACER UNIT U. W z z J J 0 0 0 RISER UNIT °REDUCER MONOLITHIC BASE /-Z PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION 0 0 RISER UNIT 0 REDUCER UNIT BASEI UNIT —T _r FOOTING MH-2 r w LL Lu z J v D ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.07 PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE = r GROUND LINE = r GROUND LINE _ — - = I-1 I I-III=1 rrrrrr rrrrr I I =1 I I I 11- I-1 I I -I 11= rrrrrr I I I=1 I I I II- I-1 11= I I=1 rrrrrrr rrrrrrr 1- N I -III rrrr rrrr rrr rr I I -I EARTH rrrr - - I -III rrrr rrr I I=1 N -I rrr rr=1 _ - - I -III rrrr r l l=1 I -' rr rrr EARTH rr d rrr - rr, d rr ROCK OR UNYIELDING + p - o -I p N - . LI o 11 SOIL o _' BEDDING o i i L l -I 11 MATERIAL 1 -1-1 IJ-1 =1' MIN. 1/10 D X D X BEDDING MIN. II -III -III -III 1/10 D X D X BEDDING MIN. 1/10 D MATERIAL MATERIAL X D X /2" PER V OF H MIN. 8'', MAX. 24'' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D STOP OF FILL TOP OF FILL r-TOP OF FILL _ _ - _ - :rrrrrrr, rrrrrrr.; _ — rrrrrr, rrrrrrr•;•:::•;:. _ — rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr — = = =rrrrrrrrrr - _ rrrrrrrr rrrrr,�• — — rrrr rrrr :. ' : -' =' ' _N �_ • frr rri • rr rr + r Rrr GROUND = rrrrr �rrrr,:::�:::•. — — N •rrrr rrr •rrr rr + GROUND N rrrrrrrrrrrrrr rrrrrrrrrrrri rrrrrrrrrrr-rrrrrrrrrrr rrrrrrrrrr — = — o d rr' LINE p r j r LINE + _rrrrrrrrrr d rrrr'rrr =GROUND — _ __ �N _ o N = - LINE III III= = = EARTH ROCK OR -I i j MIN. 1/10 D - UNYIELDING 0 =1 -_ _- - -7-111-i-i 1II i- - MIN. 1/10 D t� BEDDING MIN- 1/10 D X D X BEDDING MATERIAL =1 I =1 L=m= I- I= /2 PER SOIL T OF H X D X MIN. 8", BEDDING EARTH MATERIAL MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT NOTES SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. rr IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL 'rrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 OF 4FREVISION DATE 7/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 TH C�DY U /Lie. NoaT60;()P1, 2at8 IONAL ME O OU N ul N � Q o > E Lu E w > U a) 3 Q LL o u M J U co wJ—In F-I (A O N U to N d Z H Q�x O Q = U > a c Ln rn O N u) 4 N M a zd- 00 J O w t'D F Lu Q d DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE o 0 Uai L) u) ( n U V / o N N 0 ui u) m a) 0 0 ce CL Z) O_ Q T c m 5 0 N m L ui s� Q J o m > H� m J N < Lu O s WLu o Lu°' J C2 Q .c J �a LuO � m O ocD J z Q �z mO ( ^ 0 v J Ln o c ui `6 0 E � o c Q) m � d O � U Oc: O Z3 Cn Z u)J ON 2i 2 CL � N N O w O O '3 Y V7 (� U x� U O O O U 2 �% fn 0 O N U O O N E 43 7 O U � O 9 N � U � JOB NO. o 0 N '- � U 40204 c N N O U SHEET NO. 0- o Lu C4.3 0 L OFFSITE TO BERKMAR DR STORMWATER MANAGEMENT NARRATIVE IH _ , \AREA=0.30AC \ I r � r / // I i � I _,`-\ \�-� / /i / / \ \\ op IMPERVIOUS =0.12 AC \ i \ I ' THE SITE HAS THREE MAJOR OUTFALL LOCATIONS: \PERVIOUS - 0.00 AC _ I '� \ r , / I , - \ ` \ , FOREST = 0.18 AC \ I\ I / ;� ` \ ` / / r / / i I I ` \ \ \ \ \ \ \ \ 1 / BERKMARK DR - THIS OUTFALL IS LOCATED AT THE \ I' /' �' OFFSITE TO EX SWM / �, , I,'/ \\ �\ \\ \ \ s6> '43�R DR , \ EASTERN SIDE OF THE SITE. WATER FROM THE EXISTING1DY A // / \ / \ \ AREA = 1.23 AC 1 \ r I I \ \ ` ` r ' / 1 _ ' ' ' / / / DEVELOPMENT IS CONVEYED IN PIPES IN BERKMAR DRIVE U I Ile. No. 048560 � _ r ,' ' - _ , - - _ IMPERVIOUS = 0.52 AC ' _ 'i / \ 1/ I-t I , , / r / / / I , ' I / I I I ` \ / r \ \ I � ! =/' I 1 I r ULTIMATELY OUTFALLING IN A MAN MADE DITCH THAT o L 2 IS ' �/ PERVIOUS = 0.71 AC FOREST =0.00AC � -- rl � I /'� I \r / /° II DRAINS TO KEGLERS POND. E �l 11 �/�/ // I I� I I _---Jr l l I I \ \\ IO NAL p r 1 (-1 c� r /,'r , l / r \ - I I / THERE IS AN INCREASE OF TOTAL AREA AND FLOW FOR 00 THIS DRAINAGE AREA FROM PRE -POST DEVELOPMENT. z \ \ HOWEVER THE PROPOSED UNDERGROUND DETENTION M _ -_ / -�\- _ /, / ! , ' / - _ �-- / i TO BERKMAR DR (PIPES) = \ / l l \ `` / - 1 SYSTEM DETAINS THE INCREASED FLOW. o o M U N - r r / _ _ . L� _- ,\ r \ = _ , _ ' AREA= 1.31AC � y/ �' \ _�- / / / > I // \ SCALE1''�10d' I IMPERVIOUS =0.23 AC `c���1 \ BERKMAR DR INLET 1 \ - - _ _ _ _ / \\ r \/ � / _ _ _ \ / PERVIOUS - 1.07 ACLu EX SWM SYSTEM -THIS OUTFACE IS LOCATED ON THE SOUTHERN END OF THE SITE. A PORTION OF THE WATER w a, = > s \ / r Y l r I \ 0 / 100 \ \ 2�p / _-- ,/_ ------ AREA \ - ,, FOREST = 0.01 AC \ \ , _ l \r / l \ \ r \ - '\� \\ \\ FROM THE EXISTING SITE DRAINS TO AN UNDERGROUND < u Q) 3 _ ',' - / /''//IMPERVIOUS =0.15 AC \ \ / / r / I /'/ 550 \ - 6. "/ 5 ,'� %/io/ , !' / , _ , / \ - 25 0- �' � /'/irir/ PERVIOUS=0.26AC DETENTION SYSTEM WHICH DISCHARGES TO A o � ,� _ - _4 __= _ \ \ \ � `� _ / _ _ _ _ , ,, /r�/ r // f _ f FOREST = 0.06 AC 1 1 r \ / BIORETENTION SYSTEM. THE OUTFACE FROM THE Q _ _ , I y // BIORETENTION ENTERS A PIPE SYSTEM THAT PASSES w - �; o � o - ,� UNDER BERKMAR DRIVE THAT OUTFALLS TO A MANMADE c� W "' a / BERKMAR DR INLET 2 / O/ DITCH THAT DRAINS TO KEGLERS POND. J // AREA =0.06AC ; / / TO EX SWM / / , , \\ / / IMPERVIOUS =0.06 AC / // I,N, / / ,' 1 THERE IS AN INCREASE IN IMPERVIOUS AREA FROM THE c� ' �0 0 ���// AREA = 2.60 AC ,� \, / r _ 1i l r ri //i PERVIOUS = 0.00 AC / - , // / \ } / / ` ' r/ / PRE TO POST DEVELOPED CONDITION IN THIS DRAINAGE AREA. HOWEVER AN UNDERGROUND DETENTION SYSTEM IMPERVIOUS =1.15 AC \ �/,�' FOREST = 0.00 AC , - - - _ \ / l N w _ _ 1p i-- \ , , l _ / OFFSITE TO 30" RCP PERVIOUS = 1.05 AC ' d'-1-� / '� r' / �/i r �/ ' i I / / / Jr ' "' , ® BERKMAR DR INLET 3A \ \\\ , \ IS BEING INSTALLED TO DETAIN THE FLOW. THE OUTFACE �M \ _ _ ,/ /' \ 'rl ,/ / \ , / / / r AREA = 9.96 AC I / / / / / / / r /� _- - - _ - ', - _ ` \ FOREST = 0.40 AC \ r /i / / / \ ' - - \\\ AREA =0.44AC �/ < \ \ \ / , /` / FROM THE PROPOSED DETENTION SYSTEM TIES TO THE o w �� IMPERVIOUS =0.08 AC I I r / �^ _ -' / `\ / \ \ I l �� r /l / IMPERVIOUS =0.11 AC \ / \ I I / - s \ \ \ / / / � / � OUTFALL PIPE FROM THE BIORETENTION FILTER PRIOR - _ /�/' , PERVIOUS = 0.31 AC I � I / / / / „E - - _ = � \ \ _ \ \ \ - / / // , \ \ - / , /, r / / \\\ PERVIOUS = 0.15 AC \ I \ ° - - - - , / // FOREST=9.57AC // f/� '- TO LEAVING THE SITE. r I I \\\\ 115 , '-- `-_ -' � `�\ �� \ - -- / / _ / / FOREST =0.18AC ui 30 RCP CULVERT THE WESTERN END OF THE SITE o o \I \ �\`BERKMAR DR INLET 3 \ \ \ \ \ \\ \ 1 I \ 0 _ DRAINS TO AN EXISTING 30" CULVERT. THIS CULVERT QD \ \ \ \ t \'\ \ \ \\\ \ \ \ - S�p_-� - _ _ ./ - \ �\ ,i �',/ / ,� / / / r / AREA = 0.30 AC / _ / / / / / \ \ \ \ \\\ \ I � I I � \ _ - - ; _ _ , _ \ II „ / / , ' � �/ IMPERVIOUS =0.30 AC , ' 1 / \ / /,' , / ' ' ` / I III 1 1 TO 30" RCP = - - - - _ % - - ° \ a J 'y-/'/ " r / / / / / ' ' / / r > / / l ENTERS A PIPE SYSTEM THAT PASSES UNDER BERKMAR DRIVE AND OUTFALLS TO MANMADE DITCH THAT DRAINS o _ \� - \ \\ I \ - _ = = - 525 - _- •� _ ---r 1 PERVIOUS = 0.00 AC - \ \\ \ \ AREA = 3.45 AC >8• - _ , , 1 / /, /,// r \ r /�/ FOREST / TO KEGLERS POND. w __-- _ _ -- _� \ w\ IMPERVIOUS =0.03 AC _ �" � 1 1 / / -_--�8osr �_- s2o y / // ERKMAR DR INLET4A _\ 1 1 / ► l�/ / , /r/err I �\cr.\\ >\\ =� '/ J^ - I PERVIOUS = 0.30 AC /r// wLu = a _-- - _ _ _\\�-_ o\ \\\\\ \ -_ - _ _ _ _ _ _ - ��, �I / AREA - 0.34 AC - \ 1 r I / I ! ' \ , , /' /' 11 I �1 \ THE TOTAL AREA IN THIS DRAINAGE AREA IS REDUCED Q a _ _ o\\\ \ \ \l FOREST = 3.12 AC \� - _ - - - -- _ _ - \ \ _. _ _ - _ 1 / /D , / _ \ \ I I I I I ' / i / \ \ \ \ \ \\\ \\ \ \ \\\\rn\\"r\\. \\\\\\ \\,, ,,\ ��� �� - _------ -__, \-- I 15 / ` / IMPERVIOUS =0.07AC I / r ,r \ \\ \ \ \ _ _ - - 'S' / f I - ® /r / \ \ - - - 515 \\ I I I I I ' ' 'r ' ' \ \\\ FROM THE PRE TO POST DEVELOPED CONDITION. ADDITIONALLY THERE A SLIGHT PERVIOUS z o \ \ \ o -. - - /, PERVIOUS = 0.17 AC `\ \\ \ \ �\ \ \\ \ \ \ \ \ \ - - - - - - - - - ^ \\ _ i r / // \ \ \ / / f / r f/ 1 \ \ p l/r IS INCREASE IN cn DATE \ _ _ _- � - -.�-- FOREST = 0.10 AC _ _ _ _ �\ \ \� � - \ \ \\ \ �\ _ _ _ / r I _ _ _ \ \ _ J > � > � ;', r f / 1 \ \ \ \ � \ \ \ ` I I/ AREA FROM PRE TO POST DEVELOPMENT. > � -----_-IBC-SWM -- BERKMAR DRINLET 4OINT 1 o 040918 AREA = 0.10 AC - ' \_ _ _ _- _ _�; , ! �' ,'�' / / \`\ \ \KECzLtRS__ LIMITS OF ANALYSIS (CHANNEL & FLOOD PROTECTION): r DRAWN BY POINT 1 -THE DOWNSTREAM CONDITION BEYOND THE \ \ \ \ \\\\ _ \\ o� \\ \ \\\ \ \ \" \ ,-�� \\- \ \ so„ ` , / r //rr/l IMPERVIOUS =0.10 AC _ _ / , / / / / 1 \ \ \ 1?�tvD N \ \ \ \ \ \ \\ \ \\\ \ \ \ \ \ P / _ _ _ / / / \ \ \ \ \ \ \ 0 \�\ s \ \\ \ \ \\ \ \` I \ ? \ \� PERVIOUS = 0.00 AC _ _ / \ \ tis o \ �� \ ` `� �\ \\ \ \\` \ \ ` i �r ` ° t /r �'� _ - _ _ - _ _ / % / , / \ \ \ SITE OUTFALL IS A SERIES OF MANMADE STORMWATER J. WILSON DESIGNED BY J. WILSON , \ \\\\\ _ _ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ �Ss/>„ \ \\ \ \\ �s\ \\ \\ \\\`� / r >\/ \ Ili// / / FOREST - 0.00 AC _ _ _ ,' _ - -_ _\\ \ \ \ ' ' - ` `\ \ \ \ \ I l r \ \ \ \\\ `\\\`\\`•� a� \\\moo\\\\\\\\ � \\ \\\ \ r \ Il//�/_ ,\ \\\ r\ \\ \\ \ \ \ \ MANAGEMENT SYSTEMS AND CONVEYANCE SYSTEMS. THE PROPOSED LIMIT OF ANALYSIS IS THE EXISTING • \\ \ \ STORMWATER MANAGEMENT POND REFERENCES AS CHECKED BY \ \ \ \ \ - - - - - _ _ `` \ \ \ \\ �\ \ r % ' I TO BERKMAR DR (SHEETFLOW) = - =- _ - - _ `\ - _ \ ` ` ` \� \\ \\ \ \ \ I \ \ \ \ \ \ \ \ \ \\ 1 \ \ I _ a I I _- - -� _ - - - - \ \ �\ I�\ THE REGIONAL KEGLERS POND), WHICH WAS STUDIED \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \\��I ----\ I AREA =0.28AC -_ -;,�- \ -- __ _\ \\\ -OUT ALL \ / 1 , _ _� - ;; ; \ \ \ ; _ _ - - _ _ _ _ \ \ \ \\ � \ \ \ \ \ _ \ \� ®- - / X SWM \ \ IMPERVIOUS =0.00 AC - _ ,\1 \ _ _ _ \ \ \ \ \ \ ` / \ \ ' y \\ \ \I \\' UNDER THE BERMKAR DRIVE NORTH EXTENSION EXISTING "KEGLER'S: DETENTION BASIN STORMWATER • • C. PENNETTI SCALE __ _= n ' r OUTFACE \ - PERVIOUS - 0.28 AC = -' \ \ \ ` - '�' =� \ �' �\ �\\ �\ I \ \\ \ \ \ \ \` • _ 1 POINT \ ` - ,� ` ` %�= ==�\\ \ \' \\ \�� 1 �_/ / - FOREST =0.00AC \\\\ \\`�\��, \; / I ANALYSIS" BY ALBEMARLE COUNTY ENGINEERING - - _ .� _\; \\\ \\ / �^ ` / , \ - _ - - - \\\\ \\\� \���� ; ; �\ \ ` \\ \ , / / // DEPARTMENT (MARCH 1994). THE CONVEYANCE SYSTEM ,_ _ _ _ , - \\ ; ; < r / `\ AREA = 0.30 AC \ 1 /� I / I / / / I I _ ,\ ' - / r / ,' /' _ \ \ \ `\ \ \ `\ MANAMDE CHANNEL INTO THE POND WAS RECENTLY ! IMPERVIOUS =0.12 AC 1 / rrr` I I / / 1 r / , ' \ \ �// 1 1 / / I 1 � \ � J , , \ \ \ ANALYZED BY HARVEST MOON -PHASE 1 (WP0201600011) I / , PERVIOUS = 0.00 AC I // /' \\ `, / / / / I / \ \ \ \ / / / ,' / \ \ \ \ \ \ I TO DEMOSTRATE ADEQUACY OF THE CONVEYANCE I//% r / I / r / FOREST = 0.18 AC \ // / / / I i I \ \ \ / \ \ \ I \ OFFSITE TO EX SWM � \� / SYSTEMS TO KEGLERS POND. THE PROPOSED OUTFACE / AREA = 1.23 AC r � I/ �, \ 1 \ / // /r \ \ \ I / i \ \ \ , , CONDITION REDUCES THE 1 AND 10 YEAR PEAK / < _ _ , , IMPERVIOUS = 0.52 AC \� _ _/ , / r \ r 1/ 1-I Imo/ r /� , / BERKMAR DRY DISCHARGE. Q h r / PERVIOUS = 0.71 AC \I I �. / / OUTFALL_ _ _ / ;/' / I 1 \ l 1 � l / r / I � POINT / I / I I \ \ / / / / \ � \\ I I I _ � FOREST = 0.00 AC r F I/1 I / / / i/ - _ / I I \ \ \ / , / \ \ I >O ' � I �/ l I l I 1 I 1 r \\ WATER QUALITY a. ro /' /° / I _ \ r r \ 0 (� //f / _ -/ l l/ \ I I I \ /. � r b I I c 1/ ¢`^�// r1`� r �' / �t`� I 1 I �l �r � / i� - - � , I l 1 \ \ / / \ \ // // / / ch I THE PHOSPHOROUS REMOVAL REQUIREMENT FOR THE SITE, AS IDENTIFIED IN THE VRRM SUMMARY PAGE ON 00 y62 \ - - - h� / / , //i i BERKMAR DR INLET 1 r / r l l l ` \\ / / I 5 p - h , TO BERKMAR DR (PIPES)_ / - r / , \ \ / / / \ Q` \\ SHEET C5.2, WILL BE MET THROUGH A THE PURCHASE OF z �_ _ .� /,/�/, -� - AREA = 0.45 AC _ , �/ , / , / \ \ \ \ \ // , z � \ J;/r AREA = 1.36 AC � IMPERVIOUS =0.15 AC / / / \ / / - -, //� , IMPERVIOUS =0.27 AC _ _ /, NUTIRENT CREDITS AND THE INSTALLATION OF STORMCEPTOR SYSTEMS. w J _ \ PERVIOUS = 1.09 AC �/ PERVIOUS = 0.26 AC - --ss4- \ _�-- 1, FOREST - 0.04 AC�CAL�E 1 FOREST = 0.00 AC �� - ,V 1 \ \ ' \ i / 13 \ \ \ I _ ' ` \ r / 0 / \ \ 100` 200' \ BERKMAR DR INLET 2 \ / / , � / / I r'/ 550\ WATER QUANTITY THE SITE IS CURRENTLY AN ANIMAL SHELTER AND Q \ \ - 266� o- / .4 _ 5�/PR-OF� rr/'ii�'; ,' yr-�AREA=0.06AC / / / --� \ / / \ \ /�i �r/, ti ,� \ / , r \ _ , PARKING LOT. THE PROPOSED DEVELOPMENT INCLUDES Lu _ Jr, y \ -� _ , " _ _ L � i \ � � r y , IMPERVIOUS =0.06 AC , , � � \ \ I ADDITIONS, PARKING LOTS, AND ASSOCIATED w C G \ PERVIOUS = 0.00 AC \ , - / INFRASTRUCTURE. W Lu FOREST = 0.00 AC / / \ , \� f,, \ r/ yo i r rOl \ - ` \�1 \ � 1 1 �r/i CHANNEL PROTECTION z Q \\\ ;� i� � r r/�/i�-, �' TOSWM B r �� / \ =!'/ //lr�� /rr i 0.42 i J \ - /' / l THE SITE DEVELOPMENT DISCHARGES CONCENTRATED � u z AREA = AC // TO EX SWM k' // r �rr r / / r \ ' ' l l l \ AREA '� \� , _ / r ri IMPERVIOUS =0.37 AC / _ / / // / 1.57 AC STORMWATER RUNOFF INTO A CONVEYANCE SYSTEM v w w Q = / \ / / /// \ / \ / // r/ / PERVIOUS=0.05AC AND THEN DISCHARGES TO KEGLERS POND. THE THREE J IMPERVIOUS =0.96 AC / i I _ / r 0 FOREST = 0.00 AC I MAJOR OUTFALLS ENTER A MANMADE DITCH AT Q _ - , \ , , / \ ► l - //, /yr/ _ PERVIOUS / -- - ,iii/ ® \ / / //lam \ r \ _ //r� , l r \ \ , _ _ /� FOREST = 0.00 AC - _ _ ,�/ // / BERKMAR DR INLET 3A '/ ` \ ` \ ' \ / ' / / ` / / � � OFFSITE TO 30" RCP r '7.0g- ' ' / ' / - / // ! APPROXIMATELY THE SAME LOCATION BEFORE DRAINING TO KEGLERS POND. THE POST DEVELOPED FLOW IS J w ~ C° Lu r � - � � 00p-y / l - // r�i r AREA = 0.34 AC / / \ \ \ I / ' / / / / r/ II AREA = 9.96 AC // 'r\ \ / ��2'E A�3 =__ _��- j � / _ J - , / � - l l l '� J r�//�//� / IMPERVIOUS =0.11 AC \ \ \ I / ' / / / / I I IMPERVIOUS =0.08 AC 1\ (\ \ \11°15 - ` - - - �' \ \ / /! / r / / �\In n° - - / / I r / ';/ r' / ' `, ` \I BEING REDUCED TO BE LESS THAN THE PREDEVELOPED FLOW. COMPUTATIONS ARE PROVIDED ON SHEET C5.1. Q Q I \ N / ,' , _ - _ - / - , PERVIOUS = 0.15 AC /'ll / ,' / / , \ \ PERVIOUS = 0.31 AC \\\ 1 / / c \ , , , - - TO SWM A ' = / _ / /' ' - ) I I ' / \ 1 - 1 �_ _ � _ s / - FOREST = 0.08 AC r \ \ / / / THESE VALUES INCLUDE THE OFFSITE CONVEYANCE UP w , �\ 1 1 -- � , , / / r / II` _ / \ „3: \ \ FOREST = 9.57 AC \\ \ \ 1 \1 \ \`\ \ I I /� _ - -= AREA = 1.02 AC / ! i r / r r \ / l r / / \ \ BERKMAR DR INLET 3 r- �' �/ / / / / \ `, / / / / / , / // / \ STREAM FROM THE SITE. THE OUTFACE IS A MANMADE CHANNEL/MANMADE POND. IMPERVIOUS =0.52 AC \ _ �' /' AREA - 0.30 AC / / / / / PERVIOUS = 0.50 AC I C, y / / / IMPERVIOUS =0.30 AC TO 30 RCP - THIS POST -DEVELOPMENT CONDITION SATISFIES \ - - - --=-- _ P ` \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ l \ \ - - FOREST = 0.00 AC --r =- -�_ L p0 \ / // / / / / PERVIOUS = 0.00 AC ` \ / / ' / / / / \\\\\\\ \ AREA = 2.85 AC - , - -_ --- �.\��p�P�p / 9VAC870-66 B.1.(a). < , _ QL V, / r rr / \\\\\\ \\\\\, \� \\ � `\ \\\ \\ \\\ \ \ <r - - - _ _ 5 / // / FOREST = 0.00 AC \ \ \ \ \ \ \ \ \\ \\ \\ \ w\\ IMPERVIOUS =0.00 AC�, �� \\ \\\\�` �\`s\ .� G / - / \ PERVIOUS = 0.33 AC � \� _ - ,_ _ - ,�O �Q,''��0�/,��o,P JI -//,j, ��� BERKMAR DR INLET4A _\// I /// ' /r///i i1 I FLOOD PROTECTION \ \ \ \ \\\\\ _ _ _ 1 _ // \ \ \ \ \ - / \\ , FOREST - 2.52 AC-_ _- _ p� Q�`� OJ , 'j, r AREA = 0.30 AC \ \ \ 1 I r/� I \ ,' % /r I� ` < ` \ \\� � \` � \ \ \ \ ; _ - _ _ _ _ _ - �' s I ` /,, / IMPERVIOUS =0.07 AC \ I I 1 I \ - ® / r \\\\\\ THE CONCENTRATED STORMWATER FLOW FROM THE SITE HAS BEEN ANALYZED FOR THE 10 YEAR STORM TO L•L un / \ \ � - _ // ; , ---_.PROf�$ - $ \\ I \ Q O� PERVIOUS = 0.17 AC - `` �` \ / / \ \ ` ` /, / // 111 \\ \ \\ p V �o , pI /////- \\_ \\\ \ / VERIFY THAT FLOOD PROTECTION REQUIREMENTS HAVE BEEN SATISFIED. THE SITE DOES NOT EXPERIENCE _ \ \ \ \ \ \ ` �\ •\ •s\ -- ^ - - - \ 1 \ r �y / ( BERKMAR DR INLET 4 _ POINT 1 LOCALIZED FLOODING. COMPUTATIONS ARE PROVIDED AREA =0.10AC KEGLERS ON SHEET C5.1 IMPERVIOUS =O.lOAC _---,_-- __- / \ \ \ \ \\ \ \ \\ \ \ \ P // _ - _ _ , / , / 1 \ \ POND AS REQUIRED BY CONDITION 9VAC-870-66 C.1 \ \ \ \ \ \ \ \ \ \ N6 0 \ \ s \\\\ \\ \\ \\ \`\\\ PERVIOUS = 0.00 AC \ _ - / I i \ '� \ \\ POST -DEVELOPMENT FLOWS ARE CONFINED TO THE \ \ \\` �` / I I// / / FOREST - 0.00 AC -_ _ - - - _ - _ - / \ \\ STORMWATER CONVEYANCE SYSTEMS. �N\ \\\` \\\� ` \ '` ' //- `/, -� NOTES: \\\� ----; _-----_ \\��_ \ \" \\ \\ \ I I TO BERKMAR DR (SHEETFLOW) -_� - -_ _ _ \ _ _ \ \\ \\ \\ I \\ \ \ �\ _- _ _ _ -�_ _ \ \ \ \ \ \` ` 111, _ - _ ` \ \ \ 30 R _ \ - \ \ _ _ \ _ AREA = 0.28 AC - \ \ - I\ t \ \` \ 1. UPSTREAM DRAINAGE AREAS BASED ON JOB NO. __�\ _ \ \ � IMPERVIOUS =O.00AC =_ - � \ �- _�-'--'\� \ 11111 cc __/ /\\OUTTL rr \� EX \ l\ _����\ \ _ ��-_�\�� \ ��� \ �_ \ \ \\\\ 1� PREVIOUSLY APPROVED PLAN SHOWN N SHEET IOUS O S O O S 40204 I OUTFALL PERVIOUS = 0.28 AC\\_I \ \ \\\ ` ,- r \ \�\ r / ' - \\\�\�� C5.3. _ j' FOREST=O.00AC = - �- \\\\ � ��;� \\ � � \\ \ / I 2. SURVEY INFORMATION ON THIS SHEET BEYOND SHEET NO. PROPERTY LINE IS DERIVED FROM COUNTY GIS. CS. O m Q L SUBBASIN SUMMARY THIS SUMMARY IS FOR ON SITE STORMWATER CONVEYANCE Subbasin Summary Subbasin Area Weighted ID (ac) Curve Number S_1 C1 0.17 89 S_1 C2 0.20 91 S_1 C3 0.03 86 S_2F 0.23 90 S_2H 0.70 88 S_3A 0.33 74 Total Total Total Peak Rainfall Runoff Runoff Runoff Volume (in) (in) (ft3) (cfs) 5.50 4.28 2642 1.1 5.50 4.42 3212 1.3 5.50 3.86 420 0.2 5.50 4.36 3636 1.5 5.50 4.20 10667 4.5 5.50 2.81 3366 1.5 INLET SUMMARY THIS SUMMARY USES THE FLOW RATES DERIVED FROM THE 5.5" AN HOUR INTENSITY STORM MODEL. Inlet Summary Element Inlet Peak Peak Flow Peak Flow Inlet Allowable Max Gutter Max Gutter Time of ID Location Flow Intercepted Bypassing Efficiency Spread Spread Water Elev. Concentration by Inlet luring Peak during Peak during Peak Inlet Flow Flow Flow ys hh:mm:ss) (cfs) (cfs) (cfs) (%) (ft) (ft) (ft) 0 00:05:00 1C1 On Sag 1.1 N/A N/A N/A 7 6.8 532.1 0 00:05:00 1 C2 On Grad( 1.3 1.2 0.1 92.57 7 7.0 533.2 0 00,05,00 1C3 On Grad( 0.2 0.2 0.0 100.00 7 1.6 535.2 0 00:05:00 2F On Grad( 1.5 1.4 0.2 89.84 7 7.6 528.4 0 00,05,00 2H On Sag 4.5 N/A N/A N/A 7 13.6 525.6 0 00,05,00 3A On Sag 1.5 N/A N/A N/A 7 8.2 542.1 PIPE (LINK) SUMMARY THIS SUMMARYIS FOR ONS/TE STORMWATER CONEYANCE. IT USES THE FLOW RATES DERIVED FROM THE 10 YEAR STORM MODEL. Pipe Results Element Peak Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow ID Flow Capacity Design Flow Velocity Time Depth Depth/ Ratio Total Depth Ratio (cfs) (cfs) (ft/sec) (min) (ft) 1BA 2.6 13.3 0.2 8.4 0.1 0.4 0.3 1C1C 2.6 23.2 0.1 12.5 0.0 0.3 0.2 1C21 1.4 8.7 0.2 5.2 0.3 0.3 0.3 1 C32 0.2 8.7 2.9 0.7 0.1 0.1 1CB 2.4 7.0 -0.0 0.4 5.2 0.0 0.5 0.4 2BA 5.7 6.5 0.9 5.9 0.1 0.9 0.7 2CB 5.4 6.5 0.8 5.9 0.1 0.9 0.7 2ED 5.8 6.5 0.9 6.0 0.1 0.9 0.7 2FE 5.8 6.5 0.9 6.0 0.1 0.9 0.7 2G F 4.5 5.6 0.8 5.1 0.4 0.9 0.7 2HG 4.5 7.9 0.6 6.7 0.1 0.7 0.5 STORM SEWER COMPUTATION NOTES THIS SHEET IS ONLY INTENDED TO PROVIDE HYDROLOGIC AND HYDRAULIC COMPUTATION INFORMATION. REFER TO STORM PLAN/PROFILES FOR DESIGN INFORMATION (LENGTH, INVERTS, SIZE, ELEVATIONS, ETC). 1. STORM EVENT MODEL IS DERIVED FROM NOAA DATA (CHARLOTTESVILLE, VIRGINIA, USA) TO DEVELOP A 24 HOUR RAINFALL EVENT (TYPE II DISTRIBUTION). 1.1. STORM 01 YEAR- 3.01" 1.2. STORM 10 YEAR - 5.5" 2. HYDROLOGIC COMPUTATIONS PROVIDED ARE BASED ON TR-20 METHODOLOGY. 2.1. IMPERVIOUS RUNOFF CURVE NUMBER = 98 2.2. TURF RUNOFF CURVE NUMBER = 61 2.3. FOREST, OPEN SPACE, UNDEVELOPED CN = 55 3. HYDRAULIC COMPUTATIONS FOR THE CLOSED CONDUIT SYSTEM ACCOUNT FOR INLET SHAPING (0.5 X HEAD LOSS) 4. INLET COMPUTATIONS ASSUME 2" LOCAL DEPRESSION FOR INLETS LOCATED ALONG A CURB. 5. AREAS LISTED IN VRRM SPREADSHEET (ON C5.2) IS BASED ON DISTURBED AREA. A LARGER AREA DRAINS TO THE SITE OUTFALL. SEE SHEET C5.0 SUBBASIN SUMMARY (STORMWATER MANAGEMENT) THIS SUMMARY /S FOR THE ENTIRE SITE, AS WELL AS ANY OFFSITE AREAS /T /S MODLED USING THE 1 YR STORM Subbasin Summary Subbasin Area Weighted Total Total Total Peak Time of ID Curve Rainfall Runoff Runoff Runoff Concentration Number Volume (ac) (in) (in) (ft3) (cfs) (days hh:mm:ss) OFF_30IN 9.96 56 3.01 0.21 7629 1.7 0 00:05:00 OFF_30IN_PRE 9.96 56 3.01 0.21 7629 1.7 0 00,05,00 OFF-BERKMAR-POST 0.30 72 3.01 0.82 897 0.4 0 00,05,00 OFF-BERKMAR-PRE 0.30 72 3.01 0.82 897 0.4 0 00:05:00 OFF_BIO_POST 1.23 77 3.01 1.06 4719 2.0 0 00,05,00 OFF B IO PRE 1.23 77 3.01 1.06 4719 2.0 0 00:05:00 Post 30IN RCP 2.85 56 3.01 0.22 2224 0.5 0 00:05:00 Post-BERKMAR 1.36 68 3.01 0.65 3194 1.2 0 00,05,00 Post_Berkmar_Sheet 0.28 61 3.01 0.37 375 0.1 0 00:05:00 Post Bio Out 2.01 78 3.01 1.14 8332 3.6 0 00,05,00 Post_New_Det_01 1.02 80 3.01 1.25 4625 2.0 0 00,05,00 Post _New_Det_02 0.42 94 3.01 2.32 3537 1.5 0 00:05:00 Pre_301N_RCP 3.45 56 3.01 0.22 2755 0.7 0 00,05,00 Pre-BERKMAR 3.30 72 3.01 0.80 9631 3.9 0 00:05:00 Pre-Bio 2.60 76 3.01 1.05 9872 4.2 0 00,05,00 S_4A 0.30 68 3.01 0.65 708 0.3 0 00,05,00 S_In1 0.45 73 3.01 0.85 1393 0.6 0 00:05:00 S_In2 0.06 98 3.01 2.76 601 0.2 0 00,05,00 S_In3 0.30 98 3.01 2.78 3025 1.2 0 00:05:00 S_In3A 0.34 72 3.01 0.79 979 0.4 0 00:05:00 S In4 0.10 98 3.01 2.77 1007 0.4 0 00:05:00 SUBBASIN SUMMARY (STORMWATER MANAGEMENT) THIS SUMMARY IS FOR THE ENTIRE SITE, AS WELL AS ANY OFFSITE AREAS /T /S MODLED USING THE 10 YR STORM Subbasin Summary Subbasin ID Area Weighted Curve Number (ac) Total Rainfall (in) Total Runoff (in) Total Peak Time of Runoff Runoff Concentration Volume (ft3) (cfs) (days hh:mm:ss) OFF_30IN 9.96 56 5.50 1.28 46134 18.1 0 00:05:00 OFF_30IN_PRE 9.96 56 5.50 1.28 46134 18.1 0 00:05:00 OFF-BERKMAR-POST 0.30 72 5.50 2.61 2839 1.3 0 00:05:00 OFF-BERKMAR-PRE 0.30 72 5.50 2.61 2839 1.3 0 00:05:00 OFF_BIO_POST 1.23 77 5.50 3.01 13453 5.9 0 00:05:00 OFF_BIO_PRE 1.23 77 5.50 3.01 13453 5.9 0 00:05:00 Post_301N_RCP 2.85 56 5.50 1.29 13325 5.2 0 00:05:00 Post-BERKMAR 1.36 68 5.50 2.27 11221 4.9 0 00:05:00 Post_Berkmar_Sheet 0.28 61 5.50 1.68 1707 0.7 0 00:05:00 Post_Bio_Out 2.01 78 5.50 3.15 22983 10.1 0 00:05:00 Post_New_Det_01 1.02 80 5.50 3.32 12293 5.4 0 00:05:00 Post_New_Det_02 0.42 94 5.50 4.76 7253 2.9 0 00.05.00 Pre_301N_RCP 3.45 56 5.50 1.30 16306 6.4 0 00:05:00 Pre-BERKMAR 3.30 72 5.50 2.57 30810 13.5 0 00:05:00 Pre-Bio 2.60 76 5.50 2.99 28257 12.4 0 00.05.00 S_4A 0.30 68 5.50 2.28 2482 1.1 0 00:05:00 S_In1 0.45 73 5.50 2.66 4347 1.9 0 00.05.00 S_In2 0.06 98 5.50 5.26 1145 0.4 0 00.05.00 S_In3 0.30 98 5.50 5.26 5730 2.2 0 00:05:00 S_ln3A 0.34 72 5.50 2.55 3147 1.4 0 00,05,00 S In4 0.10 98 5.50 5.26 1910 0.7 0 00,05,00 DRAINAGE AREA SUMMARY: THE DRAINAGE AREAS LISTED BELOW INCLUDE BOTH THE TOTAL 'DRAINAGE AREA' TO THE OUTFALL POINT (DITCH THAT DRAINS TO KEGLERS POND) AS WELL AS THE DISTURBED 'SITE AREA'. PRE DEVELOPED AREA A SUMMARY OF THE PRE -DEVELOPED DRAINAGE AREAS AND WEIGHTED CURVE NUMBERS /S PROVIDED ON THIS SHEET POST DEVELOPED AREA A SUMMARY OF THE POST -DEVELOPED DRAINAGE AREAS AND WEIGHTED CURVE NUMBERS /S PROVIDED ON THIS SHEET THE PEAK FLOWS LISTED BELOW ARE FOR PRE AND POST RUNOFF CONDITIONS AT THE POINT OF ANALYSIS, AS NOTED IN THE STORMWATER MANAGEMENT NARRATIVE. THE PEAK FLOW REDUCTION OCCURS DUE TO THE INSTALLED DETENTION SYSTEMS 1 YEAR, 24 HOUR STORM PRE -DEVELOPMENT SITE 12.03 CFS POST -DEVELOPMENT SITE 11.80 CFS 10 YEAR, 24 HOUR STORM PRE -DEVELOPMENT SITE 57.20 CFS POST -DEVELOPMENT SITE 54.46 CFS PIPE (LINK) SUMMARY THIS SUMMARYIS TO SHOW PIPE ADEQUACY FOR THE EXISTING STORMP/PES IN BERKMAR DR. IT USES THE FLOW RATES DERIVED FROM THE 10 YEAR STORM MODEL. Pipe Results SN Element Peak Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow ID Flow Capacity Design Flow Velocity Time Depth Depth/ Ratio Total Depth Ratio (cfs) (cfs) (ft/sec) (min) (ft) 6 SITE-BERKMAR1 6.5 9.9 0.7 8.6 0.1 0.7 0.6 7 BERKMAR 1-2 8.4 15.5 0.5 8.9 0.1 0.8 0.5 8 BERKMAR 2-3 8.8 12.7 0.7 7.8 0.4 0.9 0.6 9 BERKMAR 3-4 12.3 14.8 0.8 9.4 0.1 1.0 0.7 10 BERKMAR 4 -DITCH 14.1 35.8 0.4 19.0 0.1 0.7 0.4 STEEL PLATE (14 GAUGE) J VRII IIiL INV 523.24 WEIR PLATE SECTION WEIR PLATE IN 60" PIPE No Scale STEEL PLATE (14 GAUGE) 0.0 %_W11 1 I V L INV 510.12 WEIR PLATE SECTION WEIR PLATE 84" PIPE No Scale T7P OF STORAGE 8.24 _10 YEAR WSE 527.30 1 YEAR WSE 525.29 TP OF STORAGE 17.12 _ _ _10_YEAR W_SE_ 516.56 1 YEAR WSE 512.45 TH 00� 7DY A U lie. No. 04 OSC)� 1�2 Ql8 I 0�Als��IONAL m >_ O o M v fV N N C > E LU,aE �W � U � 3 Q LL `o LL w O B W a -1 U co w J - In I -I Ur LLI N d QX O Q W w o a = U > a Ln O N U� d � 00 J O w CL O (A z 0 ►7 7 z O a U V) w z O U) w w Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE I U IM V) LU J/ � 2!I..L Q~ O � W J coQ > J Q } z U J O Q LULU w J Q cj,,��// J w LU H4 co J Q (� V/ LU 7 ry O O I VI JOB NO. 40204 SHEET NO. C5.1 L- 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 1.30 0.00 0.00 1.30 52 Impervious Cover (acres) 0.00 1.20 0.00 0.00 1.20 48 2.50 100 Virginia Runoff Reduction Method Worksheet Virginia Runoff Reduction Method Worksheet Virginia Runoff Reduction Method Worksheet TH Op ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 Site Compliance Summary Drainage Area Summary BMP Design Specifications List. 2023 Draft Stds 8, Specs D H Site Summary Maximum %RPre-ReDevelopment1Below Load U1 La 20% U ~' Total Rainfall (in): 43 c. No. 04 560; � a �P- Total Disturbed Acreage: 2.50 �0 1 Site Land Cover Summary CYIONAL �� Drainage Area Compliance Summary Pre-ReDevelopment Land Cover (acres) M i= CREDITS TO BE PURCHASED CD O N V N N C > j_ Post-ReDevelopment Land Cover (acres) w ai ELU Q ~ 4 V' O � LL L I� W 0 ro J U 00CL Z Site Tv and Land Cover Nutrient Loads O M O tl U) ON N a- i�UJ �M _ Ci z I_ U Q� O U a w oC I i- O Z N Z �UQ� O C Lr] U) N > Total TP Load Reduction Required (lb/yr) 2.39 0.54 1.84 a 00 J �o I- (n tY O (D O 2 H w > LLJ w � = Q Summary Print Summary Print Summary Print U d Q Z O cU) DATE Virginia Runoff Reduction Method Worksheet Virginia Runoff Reduction Method Worksheet 04/09/18 O } DRAWN BY ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Drainage Area A Summary Runoff Volume and CN Calculations J. WILSON Land Cover Summary 1-yearstorm 2-yearstorm 10-yearstorm DESIGNED BY Target Rainfall Event (in) 0.00 0.00 0.00 • • J. WILSON • CHECKED BY 1.26 • C. PENNETTI • • SCALE BMP Selections • U CL C� w Q � w LU w m>= J � � Q z 0 o Q Summary Print Summary Print U I..0 W J ^ J < I..L H LLj m � J r n Q V / W NOTES: O 1. LANDCOVER LISTED IN VRRM SPREADSHEET IS BASED ON LIMITS OF DISTURBANCE 0 �J I..L 1 U JOB NO. 40204 SHEET NO. C5.2 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 0.25 0.00 0.00 0.25 10 Impervious Cover (acres) 0.00 2.25 0.00 0.00 2.25 90 2.50 100 Final Post -Development Post- Post- Adjusted Pre- (Post-ReDevelopment ReDevelopment Development ReDevelopment & New Impervious) (New Impervious) Site Rv 0.88 0.82 0.95 0.82 Treatment Volume (ft3) 7,941 4,320 3,621 4,320 TP Load (Ib/yr) 4.99 2.71 2.28 2.71 Final Post -Development Load (Post-ReDevelopment &New Impervious) Pre- ReDevelopment TN Load (Ib/yr) 35.69 22.84 Pre- Final Post -Development Post-ReDevelopment TP ReDevelopment TP Load per acre Load per acre TP Load per acre (Ib/acre/yr) (Ib/acre/yr) (Ib/acre/yr) 1.87 2.00 1.87 Total Runoff Volume Reduction (ft3) 0 Total TP Load Reduction Achieved (Ib/yr) 0.46 Total TN Load Reduction Achieved (Ib/yr) 0.00 Remaining Post Development TP Load 4.53 (Ib/yr) Remaining TP Load Reduction (Ib/yr) 1.93 Required 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) 0.00 0.25 0.00 0.00 0.25 20 Impervious Cover (acres) 0.00 1.01 0.00 0.00 1.01 80 Managed Turf Impervious BMP Treatment TP Load from Untreated TP Load TP Removed TP Remaining Downstream Treatment Practice Credit Area Cover Credit 3 Volume (ft) Upstream to Practice (Ibs) (Ib/yr) (Ib/yr) to be Employed (acres) Area (acres) Practices (Ibs) 14.a. Manufactured Treatment Device - Hydrodynamic 0.25 1.01 3,664.49 0.00 2.30 0.46 1.84 Total Impervious Cover Treated (acres) 1.01 Total Turf Area Treated (acres) 0.25 Total TP Load Reduction Achieved in D.A. 0.46 (Ib/yr) Total TN Load Reduction Achieved in D.A. 0.00 (Ib/yr) D.A. A D.A. B D.A. C D.A. D D.A. E Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 0.25 0.00 0.00 0.00 0.00 0.25 Impervious Cover (acres) 1.01 0.00 0.00 0.00 0.00 1.01 Total Area (acres) 1.26 0.00 0.00 0.00 0.00 1.26 D.A. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced (Ib/yr) 0.46 0.00 0.00 0.00 0.00 0.46 TN Load Reduced (Ib/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Drainage Areas RV & CN Drainage Area A Drainage Area B Drainage Area C Drainage Area D Drainage Area E CN 91 0 0 0 0 RR (ft3) 0 0 0 0 0 1-year return period RV wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV w RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 100 0 0 0 0 2-year return period RV wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV w RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 100 0 0 0 0 10-year return period RV wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV w RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 100 0 0 0 0 ADEQUATE OUTFALL COMPUTATIONS PEAK 2-YR FLOW TO A -A Hydrograph Report H,<,n,. rya.r.;,n.a.wr+w.w.mwwaa cw wemaM/wroaM w:.ho.s �--uWir+tl4 oirw r:ete Hyd. No. 10 Postdeveloped Adegrete Channel Hvdrograph type - SCS Runoff Peak 6whaige 51,01 cis Storm frequency = 2 yrs T me to peak = 12 13 tys lime interval - - 2 min Hyd. volume - 192.019cuft Drainage area . 49.390 au Curve number - 888 Basin Slope = 0.0 % Hydraulic length = 0 It Tc meutod =User Dme of eonc, (TO = 20 50 ran Total precp. 3.68 in Distribution - Type II Stem yurdI _ 24 his Shape focloi = 484- Postdeveloped Adequate CltanI U icra) liyd. Ni. 11 2 " u a as _. coca xv cc 2010 10 cc t. - ' I _ AN u 2 4 ��fpalJn 57 SECTION A -A CROSS SECTION Channel Report ° i!!A?S!e�l►Sk�t�-a: n.�w`�fq_N>l�+7�h4�P�ft�^'r .r . 'r'(:.�[ CROSS SECTION A -A User�defirred Highlighted Invert Elav (n) = 460 00 Depilr (n) 1 76 Slope (9n) = 25C 0ICIS) = 51 01 - 'LN-valuo - o WO Area (spn) 1 r j Velocty (it's) = 4 l7 i@akulatbns Wetted Penm (n) - 1031 "Compute try Kncwn Q Cr4 Depth, Yc(ft) 1 fti Known Q (ds) = bl.01 Top Width (it) 9,28 EGL (ft) = 211 ($ta. E1, n){51a, El. nl._ tow" -Z0I IM, -a . _11LL.1i�@�0 <5fps OK NOTE: SECTION A -A GEOMETRY BASED ON FIELD OBSERVATION AND MEASUREMENTS OF THE CHANNEL- o t r, a 48 -._ -- 6VERLAND FLA 100' @ 1.85 -- - 13.5 min 65B t ` i TOTAL DRAINAGE AREA = 49.39 AC OFFSITE HOUSES = 115,999 SF = 2.66 AO' a 28C3 OFFSITE DRIVEWAY/PARKING = 272,837 SIF ~ 6.26 AC m CN = 98 OFFSITE ROADS = 100,464 SF = 2.31 AC I ) i OFFSITE TOTAL IMPERVIOUS = 489,300 SF11.23 AC f - - ONSITE PREDEVELOPED IMPERVIOUS AREA 1.93 AC r ONSITE POSTDEVELOPED IMPERVIOUS AREA 1.76 AC OFFSITE FOREST/OPEN SPACE = 876,427 SF = 15.44 AC CN = 55 ONSITE PRE/POST DEVELOPED FOREST/OPEN SPACE AREA = 0.84 AC OFFSITE MANAGED TURF = 18.55 AC CN = 61 ONSITE PREDEVELOPED MANAGED TURF = 1.40 AC ONSITE POSTDEVELOPED MANAGED TURF = 1.57 AC PREDEVELOPED CN 13.16 AC * 98 1289.68 19.95 AC * 61 1216.95 16.28 AC * 55 895.4 3162.79/49.39 = 68.88 CN POSTDEVELOPED CN 12.99 AC * 98 1273.02 20.12 AC * 61 1227.32 16.28 AC * 55 895.4 3395.74/49.39 = 68.75 CN CN VALUES' TAKEN FROM THE VIRGINIA RUNOFF REDUCTION METHOD FOR B SOILS. P Ol N T OF -_-� ANALYSIS � I I f ' tit f 100-_y 0 NqqxEM SCALE: 1 "=100' SOIL BOUNDARY (TYP) 47E 6 5 E 27C J I. 100 2000 300 H_ In Z E 0 Qj o ' rn rn C n acv E W 0 � o 0 lip�A M1C E o. 33028 x. w F SS I 0 A , l F� J z O W Q t C7 Q w z w 0 al z w - w >_� I 1___4 �i C) w Z I a O W Q Q � w a W E- W J � Q I-1 LLJ Ir w w OK DOM. PROJECT NO:15.0065 INDEX TITLE: SHEET FROM WP0201600011 SHOWING PREVIOULSY APPROVED DRAINAGE AREA TO KEGLERS POND. PROVIDED FOR REFERENCE ONLY SW5 SHEET NO: 5 01 11 DATE: 2/19/16 TH 0p �'le O �1DY A U lie. No. 04¢5603a� 281E I �0���s jONAL m E CD U, o N N N C >E E LUai LU > Q LL or\ 0LL w O rB 11� U a� Uco Z LU - ul O � vi ( LLJ � Q cn X Q U w o a (aw t,)x �N z O �UQLn c u' LI rn ON W >� M d 00 J CD LU vi O QD D O LU LU LU Q U a z O DATE cn 0 04109118 DRAWN BY 1. WILSON r • DESIGNED BY • 1. WILSON • CHECKED BY • C. PENNETTI • • SCALE Q U (M V) LU LU Q U z LU W Q LU m > LL -� LU Q z O WU W J Uj Q �m� J r^ Q C> V I G 0 _j V) Q U JOB NO. 40204 SHEET NO. C5.3 Z) 0 -0[]f ocD U) �0 �2i o2i �o 0-o =) U 0= 03 Z N 0U) 2Q x a� o w w 0 Q� o� U O O 2 �5 O �L) � O E L_ U � O 70 0� U O � rn O w - U 2 N O �0 � U a O a _0 L c O c r 0 .n d N v ao 0 N O c 0 a 0 a 3 a w Q o_ z J o_ J 0 z 0 0 z w z> 0 w cn lz- bDi CROCK ARMOR C RB INLET /MHD L - _ _ _ _ i - - _ - ' �/ -/ \ \ / / / / / / �/ �/ / /rr /��// / ////j/i, %/I• \ ! \ \ \�/ \X", / OP 514.35' - - ' ♦ 5-�- \ - \ \ / / / / / // / I - / INV. OUT=5W 75' 15" R 1p SD CURS ftILWI RATE --- - TOP(G ATE)=513 8 - - ^ � , - ' /-�/ � / _ _ - I I I , / / / , / //�/ / f/ //�/r / / \ - _ ♦ - \ \� � CA� ; / . IN 510.30' 15, RCP (NORTH / INV. l=510.43' S" RCP (WEST) _-/ / / "/ ' / ■ I \ / 5 / / / / l�/ // i / /i// // // / �\\ ��,�' y♦ '� �, _ I 1 \ - I \/ NV. UT=510.45' 15" RCP -543 -- / US STO SIGN STRC 44,E / 5y� - / �/ - - - STR B' - _ --■ ■ ■ - \ \ / \ \ ' // r i� /i // �� / I s\ \ / r /'� /� in 6�b ^ - �/ / // ■ 15"RCPc -- SO CURB TOP=S5LET ? Wes/ CL _ r / INV N- 19. 12' 115" 1RCIP \ _ - co/ 1 / // / I / r I V OUT=519. d2' 15" R / / / / \\ \ FFE=543.46' I\1 1.) ®1 ��/ �IWNV. IN=507.56' 18" RCP (EAS i FFE=543.46' I \ � � _ � � /// / O� / /, /// r / •' / / c� r / I / / r / / /\ \\ \ INV. 1N=507.30' 18"RCP WES \ \ \ r 543.46' I \ I 1 ��' r/ /' P INV. OUT=506.62' 18" RCP \ , - CWD - ' FFE=543.47' / ' Q-�% STR A' � \ FFE=543.46' u / / / �, \., _� / / / SD CURB INLET W/GRAT FFE-543.44 FFE=543.49' k\ J / /r / / / / ,�.P, / / /I �� - �/ / / / / /r / / / / \ \1 / 1 /� / / / � ,/ / �' / / / / // / / r /// / / EXCAVATED DROP INLE TOP (GRATE)-510.39' \ - l y \ R D -' / r /. Q�, \ r \ �/ \ r T \� / f / / /� / / /// / SEDIMENT TRAP // INV. OUT=50789' 18"RCI \ \ r FFE=543.4T FFE=543.42 I \ /! I fy \ / / , .,� / I / / 1�\ / / // / / / / ///� / / / BOTTOM ELEVATIO / 529 i \ \ \ - - / 1 / • /l / / / / INLET TOP = 531.47/ SD CURB INLET W/GRA DRAINAGE AREA 0�lJ AC / TOP (GRATE)=511.34' /- / / r REQUIRED ��L INV. 1N=508.81' 15"RCP I CE _ r / // // / - 2 STORY ,I I I II \ \ \ 1 � // % / /y X AC X 134 27(CFICY) = 1087.15 CF I/NV. OUT=508.41 ' 18" R, FFE-543.49' BLOCK& HARDI-PLANK BUILDING III \ \ _ / / /�/ VOLUME PRO �1,U/ED 1265 CF FFE=543.4T I \ / / / / / / / _ \ - (CASPCA FACILITY) (I // ' / / \ \ \ \ ♦ ^ ^ 3355 BERKMAR DRIVE �I 1 � '1 11 _ I I-� il / A�14ARACKDRAINS, -70 SEDIMENT TRAP tt I / / FFE= FFE=543.49' SS I / \ \ ` -I- -t- / / G \� / \ F --- -- / CWD \ \ \ \ / I FFE=543.49' / I / I 530.12' FFE=529.62' / l ! l FFE=543.49 if, - It FFE=543.49' - ----mot__= / / �/■ __ \\\ \ \\\\\ \� � \--_--_`�li // / I! ANIT �wR / l / I ��i / SE / / / / \ - 1� r / / SD CURB INLET W/GRATE -- -- -- FjE / // // � �\ �_- , //// /rr /' �/ TOP (GRATE)=509.20' INV. OUT=506.25' 18" RCP 1W � 1 I \ I I � \ S �\\ � r / / / , r / / , / r r //,�// // / \ \ \ �/ / // r---- __\-\` \ _ / - - \ \__�- _----� / _•. 1 I_WII_ \ \�r / r//�/,r� ' / \,_ / r r/�/ / / / SD CURB INLET W/GRATE / / ♦ _ , - - - - _ - - ` \ Sao - - - I \ - \ / / �/ r / / / r �, l / TOP GRA TE -508. 60' / _ _ _ _ - - \ / 1 ; `\ 1♦' / / / // r // ' \ r r r �'cT� / / INV. 1N=504.00' 18"RCP (NORTH) \ _ , INV. IN=504.33' 18" RCP WEST I \ , ♦ _ .\\ _ - _ _ _ _ _ _ r / _ _ - F� - _ - - \ UN ER RC�U D D T N ON \ \ / / \ / / � / / \ // INV. OUT=504.02' 18"RCP ) _ -- -----------/ _--��\ _` IP \ APRO PE Rl INAL STR'F' I� /�////�� / I r , / / \ \ ` / ♦ - / ` - - - �`��� _ STR'G' O CI !LSl EPL N �- ® - - - - - , , _ - _ - -- - v _ _ -cox-� ------ \\ \ / /��� • _S 1 \ \ \ \ i ♦ - - - - - - - - - - - - - _ _ - _ _- -----�------- �-------- Y �_ ��jIGD , � -%\ r SD CURB INLET W/GRATE 1 \ \ \ \ \ - - - N�°7 - -` _ �_\ _ - --� a \�- // - �'/ ii' --- \� i/rr/ / %'�� TOP (GRATE)-509.44' 6- INV. OUT=506.26'18"RCP DD _ SD CURB INLETW/GRATE SSF _ T����� � / �c� l � TOP GRATE-509.06' --___ - j i / � \ � 52� � / � / / / l �, <di' INV. 1N=502.76' 18"RCP (NORTH) 1- �-� / 520 '/ / P\J / / z i l o I I INV. IN=502.95' 18" RCP (WEST) \ \ ` \ \ \ \ \\ \\ - ♦ - - - - - _ - - - 519. �y5 ,5� e'PPINV. 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IN=509.40' 6" PLASTIC (NE) \ \ APPROXFUTURE R/WTMP 45-109C3INV OUT=509.01 15" CPP RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON \ \ \ \ \ \ \ \ \ _ \ _ LARNER, JAMES & ROXI NE11 / \ \ \ \ \ N6 ` \ \ `\ \ \ \ \ \ \ \ \ \ \ \� \� 1 \ I 1 / DEMAND OF THE COUNTY. \ 6° ll DB. 4826, PG. 608 II / O \ \ \6.97`\ \ \ \ \ \ \\ \ \\\ \ \ \ \ 1 CIP p ---� _ ZONED: C-1 I II I \ \ \ \ \ \ \ \ \ \ l/h3 'RCP / \ \ \ \ \66 \ \� \ \ \ \ \ \ \ \ \ \ \ I \\ \ \ \\ \ \ \ \ 1 _ �O \\\ lj --_____________30"RCP II / IT \\ \ \\\\\\\\\ \\\\ \\ \\ \ III MHD TOP=514.14' INV. IN=498.89' 30" RCP \ EROSION & SEDIMENT CONTROL PLAN NOTES EROSION CONTROL LEGEND THIS SHEET DEPICTS PHASE 1 OF A 2 PHASE EROSION AND SEDIMENT VESCH # CONTROL PLAN FOR THE SITE. THIS PHASE /S INTENDED FOR INSTALLATION OF LIMITS OF CLEARING AND GRADING PERIMETER CONTROLS. CONTROLS. REFER TO THE EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS (SHEETS C6.2 - C6.4) FOR ADDITIONAL INFORMATION. 1. ALL AREAS AND CURVE NUMBERS LISTED ON THIS SHEET HAVE BEEN DRAINAGE DIVIDE - ROUNDED FOR SIMPLIFICATION. 2. ALL CONSTRUCTION TRAFFICE ACCESS IS TO BE LIMITED TO CE CONSTRUCTION ENTRANCE 3.02 CONSTRUCTION ENTRANCES. 3. PERIMETER CONTROLS ARE TO BE INSTALLED AS FIRST MEASURES OF E&S SFX SILT FENCE 3.05 PLAN. SSFXX XX SUPER SILT FENCE 3.05 co IP ® INLET PROTECTION & 00 3.07 0 EXCAVATED DROP INLET Q z CIP ® CULVERT INLET PROTECTION 3.08 SCALE 1 "=30' DD CWD DIVERSION DIKE 3.12 1 0 360' TH Op O ?DYAA U Lic. No. 04$5603a� 2at8 I Off, �1 s'sjONAL M E 0 0 Ol U N N � E E U- oLL o^ Q�-i Uo0 FI � W rj p N �x oQ �� c U j ko a c Ln rn O N Ln a M a� oo J �� z O a U m w 0 z O U) w w Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE 1--I U ,W U) W a �J zQ Q J W > 0/ W L`L JJ 1 Q z z Z)0 O W LU w J J � JuLU z 1� W r> a V I ~ W (W V / O 06 z cC 0 ~^ V 1 = 0 U c� W JOB NO. 40204 SHEET NO. C6.0 0 c .y U c i 0 V) ca 0 CL ns 0 a m N a) 0 c m a c m Q. c O a� O 3 c a) D_ =0 a� 00 U) 00 0 c c� B O a c o m c a0 0� O 3 U) Z co O U) �Q w ow d = a .. o •§ Q ac ) N 2 U O aa) O a) - L c 0 U) 0 0 IL 00 N V 0 N CO M V c 0 6 IL 3 a w Q x 0_ z Q IL J 0 rr z 0 0 z w 0 w U) 06 DB. 2014, PG. 024 ' -� � / / � TREE NSTION AhPEA I— ZONED: R-6 1 • • • / �/ / / / 0.28 AC /TPTAL )0. 14 w �1 YA ' 555/ YDRANT �555- — H-t v I I �- RA- �, ---'� -lam_ / / ✓, / / _ - - - - - ' ' / /i /j / / _ -' -543 - D.33 74 I \ \ \ \ i , J ' ' j/'/�''//�''' �5 / 1 /\ I I I I I I / US STOPIGN // S 3A` -- (1c�6 , � � \ '' � / i'� w. ' • � l r ( V ` _ \\ /\- / \\ // / /�j �/////// r'f 1\ /ir /%�/ / // l / l l / /// \ i i IP icl \ / / /� / - _ t \ Z, ol ---- ' IT/ )1638 cu op SSF i l,I, r IP mommow jig ■ / / � y\ � �, 7 b / /�ANR TAR, � R � — — — �� � /I 1 I �'1,`85 On/ / �/ ifil• 7 r r \ - \ \ \ - - - _ 535 / r / / 11 "1 1 I \ XC3 / ----53p---- / '/ 529 — _41 I \ \ \ — — — S2S — \I QD\ v�• -S 0:70 W _525— 1p 530 - _ 52829= - 525. — - _ - _ 526 527— 525 - - - 524 - _ - _ - 521 -522- \\ -517 518 -- - - - -- -2t - _ _ _ s )Wf�FOXLbCANOMPF \INT�(RI641TTE�S7�REA�1 \\\\------___ ---- \ \ \ \ \ _ -- -- - _ I \ \ \ \ \ \\\ — T44P,,45-88� \\ \\\ \T,(�E ALBEib� RLL ,`OQE�TY QR�TI E\ S36 \ /' �44/ =_4c/ O o 41 Az 4�1 A I/ G ID� � O C ��X - Q / ♦ / / V S 1 'K 00 \ \\PREVEW(T l/���E �f�UELT TQANIII��L� \ \ \ \� \ \\ � - -� \ \\ \ \ I I N66o � � �k� � C � eB 2�50„ —� A \�V7VCD�R�8 It \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l l - \\ \ \\ TMP 45-109C3 \ \ / / \ ' APPROX. 44' FUTURE R/W. \ \ \\ \ \\\\\ \ \ \ \lJ \ \ \ �i \ \ \ \ \ \ \\ \ \ \ \ \ \ _ \ \ - _ \ \ \ \ S� \ \ \ \ \ \ \ \ \ \ \ / - \\ _ / \ 1 /\ RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON \ \ \ \ \ \ \ \ \ \ \ \ % _ \ LARNER, IAMES & ROX,�1 NE \ \ \ \ N6 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ I J / II � \ \ \ \ / ll DB. 4826, PG. 608 \ \\ \ \\ Sg1" \ \ \\ \ \ \ \\\ \ \\\\ \ \ \ \ \\ \ \\\\\ \ \\ \ \ \ \ \ \ 11 \CIP \�\ / / I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ � ) / /� / ZONED: C-1 I \ EROSION & SEDIMENT CONTROL NOTES I I EROSION CONTROL LEGEND /I I 1 / I THIS SHEET DEPICTS PHASE 2 OF A 2 PHASE EROSION AND SEDIMENT VESCH # CONTROL PLAN FOR THE SITE. THIS PHASE IS INTENDED FOR INSTALLATION OF PERIMETER CONTROLS. REFER TO THE EROSION LIMITS OF CLEARING AND GRADING - AND SEDIMENT CONTROL NARRATIVE AND DETAILS (SHEETS C6.2 - C6.4) FOR ADDITIONAL INFORMATION. DRAINAGE DIVIDE - 1. ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITED TO CONSTRUCTION ENTRANCES. SF SILT FENCE 3.05 2. DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULIC ANALYSIS AND DO NOT REPRESENT AREAS OF DISTURBANCE. SSF SUPER SILT FENCE 3.05 SOILS INFORMATION: IP ® INLET PROTECTION & 3.07 SOIL MAP INFORMATION IS BASED ON DATA PROVIDED BY WEB SOIL EXCAVATED DROP INLET SURVEY (SEE SHEET C6.2 FOR ADDITIONAL INFORMATION) DRAINAGE AREA LABEL: A B A - AREA SIZE (AC.) C B -CN C - D.A. IDENTIFICATION 0 \ DEMAND OF THE COUNTY. cM 00 0 Q z SCALE 1 "=30' NOR 0 30' 60' TH 0p MDY A 'Z U Lic. No. 04 560S O��SSIONAL M >_ O p M U N N N >E w -E F- W V' O LL wO a J U s ui N al U' W ON N v UX Q�Q O cn Q oC Ja' � "- Q U j a O N >ll M 00 J 110 [--- Lu Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE I --I H� U w V /TZ Lu J/ z Q. Q J WQO i I..L J Q�z 00 LU J U J < 1 J Q u LLJ � z li m > -i Lu Q G W I --I Lu W O 0-6 J z oC 0 1--I 0 U c� W JOB NO. 40204 SHEET NO. C6.1 0 c c O O c O CL �O OCL O �z O o c m o -0 c c 0 m 0 0- o =) 0 Oc rY � C� 3v7 oCO �Q �x ow r= 0 0 0 o Q E to m 2N L) C 0.0 w m c ,0. U C p O E� U m O - 0 709 mR� m O C CO @.o U c m c 0 O � U n o L L 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 BASINS AND 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 AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. 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. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 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 THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. PERMANENT & TEMPORARY SEEDING AND STABILIZATION: GENERAL CONSTRUCTION NOTES FOR EROSION AND THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS; EMPLOYED TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS, TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR PERIODS LONGER THAN 30 DAYS. SUCH AREAS INCLUDE DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARY ROADBANKS, ETC. (SEE MS #1 AND MS #2 ON THIS SHEET). A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN 1 YEAR. 1. SELECTION OF PLANT MATERIAL IS BASED ON SPECIFIC SITE AND PLANTING SEASON. A SITE SPECIFIC MIX DETERMINED USING TABLES 3.31B OF THE VESCH, SEE TABLE ON THIS SHEET. 2. ALL PERMANENT SEEDING SHALL BE PLACED PER THE VESCH 3.32, SEE TABLE ON THIS SHEET. 3. ALL TEMPORARY SEEDING, FERTILIZER, AND MULCH SHALL BE PLACED PER THE VESCH 3.31. DUST CONTROL PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARD, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE BY USING ONE OR A COMBINATION OF THE FOLLOWING METHODS IN ACCORDANCE TO SECTION 3.39 OF THE VESCH: VEGETATIVE COVER, MULCH, TILLAGE, IRRIGATION, SPRAY -ON ADHESIVES, STONE, BARRIERS, CALCIUM CHLORIDE, AND PERMANENT VEGETATION. STOCKPILE THE GRADING/EXCAVATION CONTRACTOR FOR THE SUBJECT SITE IS REQUIRED TO NOTIFY IN WRITING, THE ASSIGNED SITE INSPECTOR REGARDING ANY EXCESS MATERIAL PROPOSED TO BE HAULED OFFSITE PRIOR TO HAULING. THE NOTIFICATION MUST INDICATE THE QUANTITY OF MATERIAL TO BE MOVED OFFSITE, THE IDENTIFICATION OF THE RECEIVING SITE WHERE THE EXCESS WILL BE TAKEN, AND ALL INFORMATION NECESSARY TO SHOW THAT SUCH RECEIVING SITE HAS BEEN PROPERLY PERMITTED AND EROSION AND SEDIMENT CONTROLS INSTALLED. 38° 5' 36' N 39' 5' 2ff" N SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR 18 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 19 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. 20 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. 21 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. 22 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 9:0013M. 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 Custom Soil Resource Report Soil Map CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF EROSION AND SEDIMENT CONTROL NARRATIVE GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION PROJECT DESCRIPTION CONTROL INSPECTOR. THIS PROJECT INVOLVES THE CONSTRUCTION OF SEVERAL BUILDING PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT ADDITIONS AND TWO PARKING LOTS AND ASSOCIATED SITE WORK. LIMITS OF SEEDING AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE CLEARING AND GRADING ARE 2.50 ACRES. APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS ACRE AND CONSIST OF / SCHEDULE: THE PROJECT IS ANTICIPATED TO BEGIN CONSTRUCTION IN LATE A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 2018 AND BE COMPLETED PRIOR TO Q4 OF 2019. 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS ADJACENT PROPERTY TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO THE PROPERTY IS BOUNDED BY BUISNESS TO THE SOUTH, RESIDENTIAL AREAS APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. TO THE WEST,BERKMAR DR TO THE EAST, AND AN INDUSTRIAL AREA TO THE MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER NORTH. EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE EXISTING SITE CONDITIONS CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH THE SITE IS CURRENTLY THE CHARLOTTESVILLE ALBEMARLE SPCA SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION OFF -SITE AREAS DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CLEANED AND REPAIRED IMMEDIATELY. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CRITICAL EROSION AREAS REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN EX BIORETENTION FILTER/EX DETENTION PIPES: THERE IS AN EXISTING BIORETENTION MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE FILTER AND UNDERGROUND DETENTION SYSTEM IN OR NEAR THE LIMITS OF WORK. COUNTY EROSION CONTROL INSPECTOR. CARE SHOULD BE TAKEN TO AVOID SEDIMENT FROM ENTERING EITHER FACILITY. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION EX INTERMITTENT STREAM: LOCATED ON THE WESTERN END OF THE PROPERTY, ORDINANCE SECTION 17-204G.) OUTSIDE THE LIMITS OF DISTURBANCE. CARE SHOULD BE TAKEN TO AVOID SEDIMENT PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS ENTERING THE STREAM. ADDITIONALLY NO WORK IS PROPOSED OR ALLOW NEAR THE WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING STREAM WITH THIS PLAN. ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) EROSION AND SEDIMENT CONTROL MEASURES itz'.m s1'. 12`:i?k704:i17 Map Scale. 1.2,,490 fi prtted on A land (11- x 8.7) sheet, MeWrs 4 N 0 11 70 140 210 Fit 0 IX 2007 400 600 Map projection. Web h wcatar Comer nate5. VOCz5&1 Edge tcs; UTM Zone 17N WC,65 9 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 STORMWATER QUALITY REQUIREMENTS ARE BEING SATISFIED THROUGH THE USE OF NUTRIENT CREDITS AND STORMCEPTORS. EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCE 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. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C6.0) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH THE COUNTY OF ALBEMARLE, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT. 2. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PHASE I PLAN, PERIMETER CONTROLS AND THE CONSTRUCTION ENTRANCE. ONCE PERIMETER CONTROLS ARE INSTALLED. INSTALL STORM SEWER SYSTEM, AND EXCAVATED DROP INLET SEDIMENT TRAPS AS SHOWN ON THE PHASE I PLANS. 3. AFTER ALL EROSION AND SEDIMENT CONTROL PHASE I MEASURES ARE IN PLACE AND APPROVED BY THE E&S INSPECTOR, SITE WORK CAN BEGIN. 4. ROUGH GRADE PROJECT AREA. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C6.1) 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. REFER TO MS-1 FOR TEMPORARY STABILIZATION REQUIREMENTS. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR 38' 5 38'N SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE, CULVERT INLET PROTECTION AND INLET PROTECTION MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE WITH PAVED WASH RACK - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE AND PAVED WASH RACK SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS 17, PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL 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 DRAINS. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. 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. 38' 5M'N 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED OR SOD TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. ESTABLISH PERIMTER CONTROLS AND CONSTRUCTION ENTRANCE. 2. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 3. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 4. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 5. 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 OR SOD 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. SAFE WORK ENVIRONMENT TH 0� -7DY A lac. No. 04¢5603 a 12Q18-i� �0�Als��IONAL Z�C CONTRACTOR SHALL PROVIDE A SAFE WORK ENVIRONMENT AT ALL TIMES. THE o 0 LIMITS OF WORK ARE LOCATED WITHIN AN ACTIVE ANIMAL SHELTER. CARE N N SHOULD BE GIVEN TO MONITORING SAFE PERIMETER CONDITIONS AND LIMITING Q o ACCESS INTO WORK AREAS. MAINTENANCE OF TRAFFIC, INCLUDING > E (a' CONSTRUCTION TRAFFIC, SHALL BE COORDINATED WITH THE OWNER TO U-' PREVENT CONFLICTS WITH PASSENGER VEHICLES, PUBLIC TRANSPORTATION, u 3 PEDESTRIAN TRAFFIC, AND BICYCLE TRAFFIC. Q ! o 2 U_L w 0 cEf W <� Uco Z w _j _Li 0 d � O N U W ry a Dx Q OJ cn Q U Ln oQ w . w o c z 0 �UQLn c Ln rn � N i U� w � M a� 00 J CD LU CD D 0 0 w w U Q z 0 U0 0 r CL O (A z 0 ►7 7 w Q a DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE U �r /M LU VJ LU Q �J/ C2 I..L Q z G J LU O W > J�z Q z O U 0 WU w JJz J � LU w > Q V / LU U7 LU z O O J � _/ O C). Q w U JOB NO. 40204 SHEET NO. C6.2 L IL FENCE p ; ENDWALL L— TOE OF FILL 0 0 0 0 SILT FENCE o 11 0 * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' Do- FLOW VDOT #3, #357, #5, #56 OR #57 (UUAKJL AUUNLUAIL TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5' CLASS I RIPRAP 1.5 SIL T FENCE DROP INLET Ply 0 TE C TION 2 X 4' WOOD FRAME STAKE DROP INLET � irTi i rnnTr PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 DIVERSIONS 10% SETTLEMENT A o' u� Uu nn Anr W TYPICAL PARABOLIC DIVERSION 10% SETTLEMENT 0.3' FREE BOARD -- TYPICAL TRAPEZOIDAL DIVERSION 10% SETTLEMENT 0.3' FREE BOARD TYPICAL VEESHAPED DIVERSION PLATE 3.07-1 TH 0� 0 0�1DY A U /lac. No�04¢5603a� 2 Q18 I .� �0'S�s jONAL M F- O O M U N ul N C Q O > F- W v E W U � 3 LL O W O 11� W J U co W N Cp N W N Z ' Q�X O Q a� cr) � N = U > Q CLn O °' U N � M d � 00 J O W CL O z 0 ►:z ►7 1� z O a_ U V) W 0 z O U) W LU Q DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE Q U M U) / U) J W~ J Q W Q r) J O Uj °C coQ � >z J O Q z U O wwz J J LU J Q I —I m 0 > J W U) LU z O "-q O V) J ° W U JOB NO SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC L_ PLATE. 3.08-1 Source: Va. DSWC Plate 3.12-1 40204 SHEET NO C6.3 NOTES: 1. THE EROSION AND SEDIMENT CONTROL DETAILS SHOWN WITHIN THIS PLAN SET ARE INTENDED TO PROVIDE A REFERENCE TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE GRAPHIC DETAILS PROVIDED HAVE BEEN EXTRACTED FROM THE VESCH. CONTRACTOR SHOULD VERIFY FAMILIARITY WITH THE VESCH AND THE TEXT ASSOCIATED WITH THE REFERENCED DETAILS. 2. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR ADDITIONAL INFORMATION. 3. INLET PROTECTION IS TO BE PROVIDED IN ORDER TO ENSURE THAT FLOW WILL ENTER THE INLET DURING ROAD/PARKING PAVING AND WHEN GUTTER PAN ELEVATION IS HIGHER THAN THE TEMPORARY ROAD/PARKING SURFACE. EXISTING GROUND 70' MIN. 0 FILTER CLOTH 6" MIN. I q I 12' MIN:* 70' MIN. B WASHRACK I F- (❑PTI❑NAL) /-- VD❑T #1 I P❑SITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW ��►17 �1►i�l��i�l q\PJ►1�� i SECTION A -A SECTION B-B EXISTING PAVEMENT 3' W5: MOUNTABLE BERM (❑PTI❑NAL) 1N, EXISTING PAVEMENT 10MIN, llKH1N JF'HLt SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 RL 0 CK & GRA VEL C URR INLE T SEDIMENT FIL TER CURB INLET WIRE SCREEN GRAVEL FILTER CONCRETE BLOCK RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT FFFFFFFFFe°° — H. °asFFFFaFF SEDIMENT IIII WIRE SCREEN p Trr 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. eW��— FLO POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05-2 Sherwood and Wyant CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. _J / _ IIII / pl� FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. c- FLOW �r-IIII' III ��I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC (1 SOURCE: VA. DSWC PLATE 3.07-8 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood & Wyant PLATE. 3.05-1 7DY A U lie. No. 0485603a� 2 Q18 I �• �0A C1��� jONAL M E 0 M o N N N C > >_ (ai E w W U a) 3 Q `" t w o � w � w 0 u M <i z w — L; O > O N W N d �x Q cn Q U oa �w w cf) o �UQ cLn U) ON w � M a � 00 J CD Lu vi O QD D O 0 w > w w � 2 Q U d Q z O LL O r DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE Q U M A U) �/ Lj J W Q 0 J O uj oC Q CO > z J O Q z U O wwz JCE CE W J Q 2:LU I --I I -I m p > J W r^ Q � V I Lu z O 1i O V) J C2 W i U JOB NO. 40204 SHEET NO. C6.4 L_