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HomeMy WebLinkAboutSDP201800023 Plan - Revision 2018-04-10CHARLOTTESVILLE 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 MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE APRIL 9TH 2O18 �© O' � PANv' • * -- � a� ��� • , �� © r yew � i ON ' MAN • °� a ,,r►•;,. `� gAv� : e CG���• i ��� r �;;.' '� p,�* �,,,,�>oeoowdpe�000- • �a°.off AVE ��: e �►�.� �,'� Q.. , ,� /,,,,,,,�,�,� �'v. per. r -- -���� ��O`O,w,V �o VICINITY MAP SCALE 111:1000' 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 C3.2 SITE DETAILS C3.3 SITE DETAILS C3.4 SITE DETAILS C4.0 STORMWATER PROFILES C4.1 STORM DETAILS C4.2 UTILITY PROFILES C4.3 UTILITY DETAILS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL: 15 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 TH00 0� OD U ~' Lie. No. 04856 G1��� ZONAL M E O O M U rN N � Q O > E LUv E uw U Q LL LL o o L w0 ror, Qa J U co w N � p N U' lL N� z � �x O w oa =� = U > Q c Ln O N U')� � M co J CD LU I.D F z O a U w 0 z O w w Q 0 DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE U CL U) LU J oc LU Q m> J� z o LU WU W JJO J�U �m J r n Q V LU O J JOB NO. 40204 SHEET NO. C0.0 0 U C N O M 0 0 Q C Q T C 0 o co 5) C Q `o 0 Z)O -0[If CL (pO 2 2i O c � M O E w � O C N M d O U O� O N 0 U 3 Z h O 2Q x N ow wo aw 0.3 acm �M L) U O N O 4) U 2 y M_ O V U O O N E =_ U O 7 o� U O h O M U 2 M N O M U a o Q) _0 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 A 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 L� 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 OO STORM DRAIN MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN SAN SANITARY SEWER Os SANITARY SEWER MANHOLE m - UGT- t ❑T UG 0 0 OO WATER LINE WATER MANHOLE WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL GAS LINE GAS METER GAS VENT GAS MARKER UNDERGROUND TELECOM TELEPHONE/COMMUNICATIONS MANHOLE TELEPHONE PEDESTAL COMMUNICATIONS VAULT P UNDERGROUND POWER ELECTRIC MANHOLE ELECTRIC PULLBOX ELECTRIC METER UTILITY POLE DECIDUOUS TREE CONIFEROUS TREE BUSH GUARDRAIL x FENCE - xxx- MAJOR CONTOUR - - - - xxx- - - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT 0 SURVEY CONTROL POINT PROPOSED WATER GAS uGT UNDERGROUND TELECOM uGP UNDERGROUND POWER No ` CATCH BASIN 1 A - 15" RCP 1 B STORM DRAIN m o --P-- DRAINAGE FLOW PATH O -S S SSA SANITARY SEWER FIRE HYDRANT Q❑ SANITARY CLEAN OUT { FDC B WATER METER ® 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 C G-2 CG-6/CG-7 ALBEMARLE COUNTY ENGINEERING GENERAL ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES CONSTRUCTION NOTES FOR PRIVATE ROADS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 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 RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING STORM WATER MANAGEMENT HANDBOOK, VIRGINIA DEPARTMENT ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS ALBEMARLE COUNTY DESIGN MANUALS, AND PROJECT DRAWN MAY NOT ACCURATELY REFLECT THE DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS SPECIFICATIONS. REQUIREMENTS OF THE PERMIT. WHERE ANY OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1. THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN (ON -SITE) AND REFERENCING DETAIL MANUALS FOR THE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE ABOVE LISTED AGENCIES. THE CONTRACTOR SHALL NOTIFY CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS CONTRACTOR MUST NOTIFY THE DEPARTMENT OF THE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF CONFLICTS OF VDOT. ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs AND 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE OF CONSTRUCTION. AGENCY DETAILS AND MANUALS. PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 2• THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR CLEARING, GRADING OR OTHER CONSTRUCTION. VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE STANDARDS LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK SEEDED AND MULCHED. CONSTRUCTION INDUSTRY (29 CFR PART AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, E E PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION DURING CONSTRUCTION OPERATIONS THE CONTRACTOR LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONTROL PLAN AND MUST BE INSTALLED PRIOR ANY SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE CLEARING, GRADING OR OTHER CONSTRUCTION. SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF STABILIZE A DRAINAGE CHANNEL. TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES SERVICE. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. 3. CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR REINFORCED CONCRETE PIPE - CLASS III. THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION RESULTS FOR APPROVAL. IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT MUST COMPLY WITH OSHA STANDARDS FOR THE 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, INDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPON CONSTRUCTION INDUSTRY (29 CFR PART 1926). SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 DISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISS (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. UTILITY" AT 1-800-552-7001 (TOLL FREE). ALBEMARLE COUNTY STORMWATER 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED 4. ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS MANAGEMENT NOTES 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 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY RIGHT-OF-WAY REQUIRES A VDOT PERMIT. MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE LINE OR A NATURAL WATERCOURSE. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION. NOTIFY THE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, CHIEF INSPECTOR 48 HOURS PRIOR TO START OF WORK. GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 6. REFER TO ARCHITECTURAL / ELECTRICAL DRAWINGS FOR TO BE PRESENT DURING CONSTRUCTION OF DAMS. DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL ROUTING OF UNDERGROUND WIRING FOR SITE LIGHTING. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN 7. DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENT STORMWATER MANAGEMENT FACILITIES. WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR CONTROL MEASURES AT ALL TIMES DURING LAND 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. WHEN DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT TO BE CONVERTED TO PERMANENT STORMWATER GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) UNTIL FINAL STABILIZATION IS ACHIEVED. MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF 8• ALL RETAINING WALLS AND VERTICAL DROPS 30" AND HIGHER PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE SHALL HAVE 42" SAFETY RAILING. BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INCREASED TO SEVEN (7) FEET. 9. BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS IS INSPECTOR. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL NOT PERMITTED ON SITE. RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO BLASTING NOTES 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 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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 2% LANDING 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 CG 12 ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL o MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH ANY DEDICATED RIGHT-OF-WAY. 5% MAX THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 17. SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON A TRANSITION OVER GUTTER SLOPE DEVICES. SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM RAMP (LENGTH VARIES) DETECTABLE MOISTURE CONTENT (AASHTO T-99). 83% MAX WARNING STRIP 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 TRANSITION FROM 6" TO FLUSH CURB OVER 5' - P, d d . SITE INFORMATION CONSTRUCTION PLANS AND/OR GRADING PLANS. SIDEWALKS ADJACENT TO STREETS AND PARKING LOTS (NOT 4. SOILS INFORMATION SHOWN HEREON IS PROVIDED BY INTENDED TO INCLUDE LEADWALKS), SHALL BE COMPACTED THIS MAJOR SITE PLAN AMENDMENT PROPOSED SEVERAL NRCS WEBSOIL SURVEY. PER GEOTECHNICAL REQUIREMENTS. ADDITIONS TO THE CHARLOTTESVILLE ALBEMARLE SPCA, A 5. SEDIMENT & EROSION CONTROL WILL BE PROVIDED IN 20. PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3 NEW PARKING LOT, ACCESS DRIVE, AND ASSOCIATED SITE ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT UNDERDRAINS WHEN LONGITUDINAL GRADES ARE 3% OR IMPORVEMENTS. CONTROL HANDBOOK. GREATER UNLESS SOIL TEST CONFIRM THAT THEY ARE NOT 6. THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SITE SURVEY INFORMATION CONDITIONS THAT LIMIT DEVELOPMENT OF THE PROPERTY. VIRGINIA DEPARTMENT OF TRANSPORTATION (APPLIES TO THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATED ALL PUBLIC AND PRIVATE SIDEWALKS). WITHIN THE SITE. NO KNOWN WETLANDS OR WATERS OR 21. CONTROLLED FILLS: 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), THE U.S. EXIST WITHIN THE SITE AREA. A. CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS 7. THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR SECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES, BASED ON NAVD 88. DATUM ESTABLISHED THROUGH LEICA TOXIC SUBSTANCES AS SET FORTH IN THE TITLE 40, CODE AND IN ANY AREA DESIGNATED ON THE DRAWINGS. 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 REGULATIONS. B. CONTROLLED FILLS MUST BE COMPACTED TO 95% TIMMONS GROUP COMPLETED ON SEPTEMBER 4, 2014. 8. AS PER VIRGINIA DEPARTMENT OF CONSERVATION AND DENSITY AS DETERMINED BY METHODS AS PER 3. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY SHOWN IS RECREATION MAP TITLED "GENERAL LOCATION AREAS OF STANDARD PROCTOR AASHTO-T99 OR ASTM-D698. BASED ON EVIDENCE RECOVERED AND LAND RECORDS NATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL OR DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS AVAILABLE THE CLERK'S OFFICE OF ALBEMARLE STATE THREATENED OR ENDANGERED SPECIES. ENGINEER PRIOR TO FOOTING CONSTRUCTION. COUNTY, VIRGINIA. NO TITLE REPORT PROVIDED; 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. C. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) FIELD LOCATED IN THE IMMEDIATE AREA OF THE SITE. 10. THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT, INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED OTHER UTILITIES SHOWN HEREON WERE AS DESIGNATED OR STRUCTURES MARKING BURIAL PLACES AS DENSITY. BEGINNING FROM THE EXISTING GROUND BY MISS UTILITY DESIGN TICKETS. TIMMONS GROUP MAKES DETERMINED BY VISUAL INSPECTION. SURFACE. UNLESS OTHERWISE APPROVED IN WRITING NO CLAIM TO THE COMPLETENESS OR ACCURACY OF 11. ANY CHANGES TO THE PARKING LAYOUT OR BY A QUALIFIED SOILS ENGINEER. SUBSURFACE UTILITIES SHOWN HEREON. REDUCING/INCREASING THE NUMBER OF PARKING SPACES AS SHOWN ON THE APPROVED FINAL SITE PLAN WILL D. THE SURFACE AREA DIRECTLY BENEATH AREAS TO REQUIRE REVIEW AND APPROVAL OF ALBEMARLE COUNTY. RECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5) 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 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.� �OD Lic. No. 04856 1a, - a LE -a� �;NISIIONAL � M E 0 M a [N N � > E LUv E uw V U Q LL o o LL L w O ro c� W M 0- , U co w J - Ln a > C. N U lL N Ov7 x LL c„x �N = U > Ln a- C 00) N U� � M co J S ♦U CL O (A z 0 Fm z O a U w 0 z O w w Q 0 DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE U CL U) Q w z J (W V LU J w W j e) M J LU z QUUO z Ww J J \ J < /1 m z >J^ Q O r V J LU Q I\ -I W O c� J �M U JOB NO. 40204 SHEET NO. C1.0 3 Z)o -0[If CL (po 2 2i o� m o E w MN ao =) U o� � � U) z N 00 2Q x ow wo �c O '3 M LN U O N O 4% U w2 2N m_ �C 00 E� =m U O 70 U � O h O m U 2 m N O m U a0 L- PIN TMP 45-112F TEGRADARYNG FOUNDATIONSLLC EASEMENTDB. 2834, PG. 001 D.B. 2120 PG. 363QQ N ZONED: R-6 CURB /NLET W/MHD �p 2A51 s�M N� /> SD CURB INLET W/MHD=525.51' �� _ _ I \ fS, OUT=519.81'15"RCF �,/5. 2t2VSPo736 - I TOP=518.79'TMP 45-8� I INV. OUT=512.8' THE AL'BEMARILES OCIETY�R THE S�Op�\ \ PREVENTION OF CRUEL TY TO AN%l D1AL� TMP 45-86A , \ 2>4,� . COMMONWEALTH OF VIRGINIA , > >� F >5¢ ��3 ► / 1 DB. 2096, PG. 111 RIGHT OF WAY DI VISION / r APPR X �OO AnbN o� ZONE . C-1 / l / / THE CONS �(A ION A4 I / GRAVEL / I / DB. 2014, PG. 024 / / %� T�� ZONED: R-6 200 �3/ / /� / f // PATH h^ �� ► / / r (/,j• / , / / / l / / INL E� W/ MHD / h / / \� // / / _ 7� r uMIT of .1-502� / / �/ �\ /' �.\fir / / 1�/1 / / / / / / / Av / �/ / /E _ _ _ -_ _ '// / / = 17.82 , , CLEARING AND 16 /\' �\P`\ // r 1 �1/(Y _ __ -- - -v/�// / //>%/=511�2�1�RCP(NW) GRA�ING _ - - - _ / �, \ G / /� / / / r 5�` / /r // _ _ / _ - _/_ _ ��� ri / / V 1N=511 6� 15 CP (SW)) RO�K-OUT 511.42 5 RCP YA /` / / Wg6D / / ,'i"o, % - D CU B INLE W/MHD _ �, / _ \ �- ,% TOP= 14.35 U'DBAN i OTi�fIDC� / i//�//9/ / " r� �W - / _ i - - - - - - - - - 55 / / /� I / INV�UT=51 .75' 15" RCP i r / r / SD U P lYL-E�W/GR TE / ��-�- (/%/// r� (RITE) 513.88 =510.0' 15„RC (NORTH) IN-51 43 15 RCP EST) - / / PR / A r/IN . OUT?510.25' 15" RCP PA KIN -543 - APPR rr \ i ,/I \ I I / \ - - - 5 _ \ \ , / naC /�i / / /� �'/ \ I I I / BUS S OP SIGN Z _ .P,\\ �°' / � ' � -$•Tj�'C' - \ %` / �. � // %�` -C�50_ , _ \ / / EA�SLi11FRC>�9 �- _ �\ /// // //^ 15"RCP��_ \ /\ / /i// �/ / // /D.B./1427P 10\ I // T\�/g12� �FNT y�° (k6 ' -� ✓ / / r vY �� _=REAFFf?i �8i\� , \\ �/� /�/ %�// \ ' / / j / \ \ / I I I / // / / /� / RANCF \OR- 25.152 I I I / / I I/INV. IN=507.56' 18" RCP (EAST) FFE=543.46' /INV. <'1/7�519. 21 FFE=543.46' I / / / �� / I (WEST) \ / FFE= .� ® / r �`(� � r/ / � r / / �\ INV. 1N=507.30 18 RCP WEST 6 / p \ 1 �/ INV. OUT=506.62 18" RCP 543.46' FFE=543.47' / 7 „ IS A' FFE=543.46' \ / r / r ( 1 Q'\' r// r / �/ '\ / r / - \ FFE=543.44' FFE=543.49' / / \ / A SD CURB INLET W/GRATE FFE=543.47' \ - � / ( ) \ \ \ �1 (� FFE=543.42' R D % \ / / / % \ \ T / r % H / / / EASEMENT�` PO TOP GRATE 510.39 \ / / � / �/ /4/ INV. OUT=507.89' 18" RCP D.B. �1425 PG. 42 SD CURB INLET W/GRATE U I II I / �; ' _ _ 1 I / / 1 / 1 TOP (GRA TE)=511.34 �/ 2 STORY /i INV. 1N=508.81 ' 15"RCP (NORTH FFE=543.49' //// /� IINV. OUT=508.41 ' 18" RCP BLOCK&HARDI-PLANK BUILDING FFE=543.47' 1(1 V638 _ / / // (CASPCA FACILITY) III 11s 3355 BERKMAR DRIVE I / �W i 164\ 1 \ / / / _ - _ _ -PAI - /\�\ ♦ / / iiir / / s\ / / Q \� �. / / \ �o \ \ I ® Z CONC. PAD CONC. PAD / I I 1639 \ _ - - �� %/ - / // V / /�\ \ \ \ \ \ J (12Tx3.7) (17'x8) -39.10 _ L1 CLb� ( _ - -� _I / / //r /j�/// // / - Z W/GENERA TOR W/AIR FFE=543.49' VWL l / - �/ / / / / \ ♦` \ \ \ \ \ Q CONC. PAD FFE= TRANSFER I - / 11.//l// / - - - - - - - ' / / / / s \ \ \ \ (6.8" x 78) W FFE=543.49' I / �1/W� 1 / /� / -� //f" / r fig' _ ' , / / / \ Z- \ \ \ / TRANSFORMS 530.12' FFE=529.62' FFE=543.49' / I /I / // /� 7 - ✓ / r/�Z �// 7 - \ - _ / / / E SEMEN77 SEWS / _ ` B.2120 G.363 �3 ; FFE=543.49' C C. \ l / / r - - r / - - / / °15'�2 / / - __ -_\ / ��`. __` \ �\�� __� 1 / I 1221- ZS / / T4Pvs �Z/// // ^E , , / - �� - \ \ \ l l l / / //rr SD CURB INLET W/GRATE \ / ♦ I ` 1� -_as (/i E� R o \ /r / TOP (GRATE)=509.20 I / rt INV. OUT=506.25 18 RCP Nil HCRAMP SST l / �C� EPLAN �/ // l / , \ \ \ \ \ \ \ , 1 / / / ' ' / \ _ _ t_ \ \ _ �R� _ / r 3 w) C / N�f SEJ - / / 1 SD CURB INLET WIGRA TE TOP GRATE =508.60 \ \ \ \ I \ \ \ I ' / / / r - \ _ G� -_- - _ _- -_ - - - - - _ ' / CONC W,QLL I \ \ ?I C) S3 / r/ / - ri/ / /� INV. IN=504.00 18 RCP (NORTH) \ \ \\ \ \ I rr \/ REINFORCE / ,// / // / %� / / INV. 1N=504.33 18 RCP WEST \ \ \ INV. OUT=504.02 18 RCP CONCRETE 1 I /� \ \\ \ \ \ \ \\\ \\\ \ \\ \\\ I I r/- `' \--/>�___- ------ _ ® MPTE PA EA \ �I / ' / / rI i� APPROX.LOCATION \ \ \ \\ \ \ \\\ \ \\\\ \\ \\\\\\\ \\\\ \\ \\ I I I I I I 1 // r---__�------/--__-�� --- \ c uD Ou�JEW/r I \ \ - r / / 10'VIRGINIAPOWER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I \ \ - - - - - - - ' _ - - - - - - / - _ -k - - - APR X, O //� 9/ �/ / / \ / r / \ \ \ \ \ \ \ \ \ \ \ \ / _ y I / / - - _ \ ` • \ - / / // / / ` _ \ r / I D.B. 1425 PG. 442 \ \ \ \ \ \ \C \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \ \ \ - - - -- - - _ _ -_- - - _ _ _ \ t 0 'S�' - / � \ \ rr r r / / / / 1 / VQ EASEMENT \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \\ \ \\\ \\\ \\\\\\ I \ \ 1 \ \ \ 5 525 \ \ \ \ \ \ \ \ \ \ \ 1 / ,// SD CURB /NLETW/GRATE -- �,Q I / TOP GRATE-509.44' VIER- /� J` \ INV. OUT=506.26' 18" RCP \ \ \ \ \ \ \ \ \ \ \\ \\\ \ \ \ \\ \ \\ \\ \ \\ \ \ \ \ \ \ \\ \\\ \ \ \cry' \� \ \ � \ \ \ \ \ ( ' � - �' ' - �180¢ _ - - _ _ _ _ _ / ` � = -_-_=� - - - -0 i � - / / / / / \\ / 441 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �o _ _ -oN _ rf act , / - TUP= 36 V //� I / SD CURB INLET W/GRATE \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \� \\ \ - \ \ _ _ _ _ \ \ \\ \ \ \ \ \ \ \ - - _ l TOP GRATE-509.06 \ \ \ \ \ \ cr\ \ o \ \ \ \ \ \ \ -� - - - - - - - - - - - - - - _ - tnVTleN / ` /I' 1S 0 2 /NV. 1N=502.76 18 RCP (NORTH) _ \ \ \ \ \ \\ \ - - - � � - \ : _ _ --METALFEl1LCE _ - ' J 0 / / / (°, O INV. 1N=502.95' 18"RCP WEST \ \ \ \ \ \ \ \ \ cr \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ �IlVET VDE�A�f-lE \ \ \ \ _� _ -_-��� . _ - - - - - - - - _ P I / /ARC / 1 1 Q ii (WEST) \ \ \ \ \ \ \ \ \ \ \ cr \ \ \ \ \ \\\\\ \ \ \\ \ \ ` \ ` _�� _ - - - ----------' I ( II / // 5� !y^l]�0� INV. OUT=502.76'18"RCP - - - - - - - - \ \ \ \ \ \ I I � '� \ \ \ \ _ \---------' 1 �G S N \ \ \ \ \ \ o \ \ \ \ \ SW LE _ \ \ -515_ / \ \ - _ / / A co RU Ilk \�: \ AP�?�iX�LQC TI�NOF\\\�\ ��----------_ J\ ------ I �� II _ �// . Q)44. �M�n \ \ \\ \ II�TERfVII �1'EN`T\TRkA)b6 \ \ \ _ _ _ _ - - - - - - - - _ _ _ _ I / / �1� / / ♦ �>/ \ \ \ \ \ \ \ \ \\\ \ \ I FLUME - / \/ / / �_ \ \ \\ \\�Pl�?F�IF�N�f� 6F1E� �1 "Tb �2I0�/�VI.�L`S �/ \ �� \\\\\\`' -D .*444,PQ618�\� RISER (2.5 x 2.5 GRATEW. ) TOP=512.70`3 \ \ l - \ -� I \ l APPROX. 44' FUTURE R/W. /I INV. 1N=510.40 6 'PLASTIC (SW) 11 / RESERVED FOR FUTURE DEDICATION FOR \ \ \ 66\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\�\ \ �� \ I h / NV. 1N=509.40' 6"PLASTIC (NE) I II I / \ / I PUBLIC US UPON DEMAND OF THE COUNTY. \ \ \ \ \ \ \ \ - \ \ \ \s \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ �\ - 30 RCP - - INV OUT=509. 01 15 CPP \ \ 68> \ \\\` \moo` \\\ \I \\\\\\ \ 1 \ O\\�\_� / ---30'R_CP 111 I I \ / \\ APPROX. LOCATION WATERLINE TMP 45-109C3 - - - - - 1 1 EASEMENT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ / \ D. B. 1423 PG. 433 c / LARNER, JAMES & ROXANE \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ s, S68'03'00 "E MHD DB. 4826, PG. 608 Ac, \ \ \ \ \ \ \ TOP=514.14' J 12.04' \ \ \ \ \ \TMP 45\9� \ \ \ 1 \ \ \ \ \ \ \ \ \ I ; / - - _ T\ 1 „ ZONED: C-1 AN)9ERSON, JU ITH INV. 1N=498.89, 30 RCP !/ _ 0� _ INV. IN=508.79 15 RCP SD INLET W/GRAT JANIC PEARL A ERSON I 1 \ \ \ \ \ \ / / ; / - - - - INV OUT=498.89' 30"RCP 2.5' x 2. DB. WB 128, PG 063 \ TOP=516.08 ZONED: R- \ 11 I I II , 11 c / \j - j �` INV. 1N=494.08' 30" RCP \ ► \ \ \ _ _ _ _ _ _ - ` / / / INV. 1N=506.75' 15" CPP (from BIO) D / 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 CM 00 z SCALE 1 "=40' NOR 0 40' 80' TH Op lOD c. No. 04856fl 2alg -d L� "`J �o��ss ZONAL 0M E N O N > E w E Q U. U. ow o^ w O fo _j ln� l!J L M ¢ i U co d J -� w >oN U lL N �X 0 oQ �� = U ¢Ln O N U � M a� co J CD Lu z O a_ cil U) w z O U) w w Q 0 DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNETTI SCALE I JOB NO. 40204 SHEET NO. C2.0 O U c a) O 0 3 a) co O Q Q c 0 a) a) o m L m m Q E 0 O L -0a N �O -0Of z a)O -22 0 M E O O C a)(6 C d U O o c Z o co �x �a) 0 0 o � o o_ O .§ n m WE Y O (6 �co U O N O a)U w 2 N in (6 O O O U O _O N E O O U @ O 7 O 70 "O E0 4 U O c o w - N-02 U m O U) O N U n o u)a) L ZQ , ,\ LIMIT OF D CLEARINGrN _ �/ / GAP �G / l / / / / / r �5� GRADING _ � \ i'/ /_ _ � F�/ / I \ /✓ / / / / / /�/ / �R _�_ ARMOR / \� / // // / ` _ r 31E[_pA1 YARD / / WOOD 11 / / /,�/// /,� r /, - _ ; _ i S C RB /NLET� / MHD MOVE TREE RANT - T \ \ ' �QdT-BRIOG / / // �/ r / /r /' /,/� ��'/ ,ass:= \ ` -� \ _ �' - j/ , OP 514.35' HyD- 555 _ , ,� /� / / //// /// r / / / ,y� W / I �' I - / INV. OUT=51 a 75 15 R i \ / _' '� ' // / // -- _ �` _ � _ \ \\ '/ // / � // / // /// // / // // / 1, /' _■\ \\ / I �t //-_' _ _- -- --- / �, / ///9/ / -/ - - 21�/SDRd AIL WI RAI / ,•( / - �- may\ ` ' .� TOP/(G ATE)=513 8 ' REMgYE�LIGHT// IN 510.30' 1r'RCP NORTH FIXTUJ/ ' / // i lr _ _ - - I / / ' J //� // / '//� \`r' .'� - - - - \ \ ` \ II \ l l=510.43' S"RCP (WEST) z� / // © SAW AT NEAREST JOjwT // / // \'A ' '� \ \/ / / // \\\�'�s ` I I V. UT=510.�' 15"RCP /1 Pt5A ING _ _543 \ \ / /%' ////N// `�%' / / /f// �/ �i 1/1 \ I I I -/ , \ \ \ \ , \ / / '4PP C N / //,i l ;' \ ; % /� 'G 1 / /� I I I I jl �/ / US STOP SIGN 5fp1 ' +\�G"� / / �- __ -- _ \ A�Tj // \/ ;"\ ''♦ '// / I 1 11 I I \ o XG'�F�\��55Q;_ '■ - ■i■�C'IA�E/V/ \ vc f,RC ' - �♦ cS / / / � /// / � , / / /' / / / Dl6.1142 1P�61 / ///I / 5�2• FNTR NCO PADS (x3) \\\ . / �/ r r // /i r / / / So CUkB I�ILEIT WX MFI,D TOP=S�.52 I / \ - \ / / / //, / / INV. YN= 19.I12' 195" RC/P INV/ Os /l P=510.72 FFE=543.46' c��y/ INV. 1N=50756' 18"RCP (EAST U/ INV. IN=507.30' 18" RCP (WES7 543.46 FFE=543.47 I d p / / / / \\ INV. OUT=506.62 18 RCP \ 1 / � / Q'/'` / / r / REMOVE E ,�i � I / \ STR A' FFE=543.46' / / / / / / // i / / \ / // SD CURB INLET W/GRATE \ \ x \ / ' FFE=543.4.9 X\--------- ; / ,/ /,/ , \ / / / / / / / / // / P1VIRGIROX I, LOCATION / ( )- \ / / / P' \ / / / / / / / // / r ' 10' VIRGIN/ POWER TOP GRATE-510.39' \ \ REMOVE �RE� / Y� FFE=543.44 l \ .� / 1 % / / / / 1` / / / / \ \ W FFE=543.47 / / / f \ \ J FFE=543.42' \ R D / -11( /-/lam/ '�'' / \ % \ \ / / / / / / / / / j/ //,1 / EASEMEN INV. OUT=507.89 18 RCP r/ / D.B. 1425 PG. 442 SD CURB INLET W/GRA) TOP (GRA TE =511. 34' INV. 1N=508.81 ' 15"RCP x I R\E\MOV\ E FEN - 2 STORY i// IINVOUT=508.41' 18" RC ` ■FFE=543.49' BLOCK& HARDAPLANKBUILDING (CASPCA FACILITY) FFE=543.47' 1638 10 3355 BERKMAR DRIVE 0 I VWL161 _-_- f ���/i' ` ♦ ram; `\ 1 ® Y ■ II / 'I i 1641 \♦ / _ _ _ _ ////////�/ ✓// /ig: , // \�w\G�i� i / W CONC. PAD / 169i ♦ L 1 C� 0 _ - - - - �c / / , / // / j/ / // --- i- //C'\Al \� i' \\ \\ \ \ I zZ (12.7'x3.7) CONC. / _II, �53V \ W/GENERATOR WIAIR FFE=543.49 FFE= TRANSFER FFE=543.49' j I / I uwL 1 CONC. PAD / l / (6.8"x 7.8) Wr 530.12' � .1 - - / l I l TRANSFORMER FFE=529.62 - FFE=543.49 / - -SAN - / / l l / / / / - - - x FFE-543.49' / / - ,\/E TAhRs- - / / / // / / / / / \ \ /' / / /////�� 1 SAN/TARY,SEWER 2_STEPS \ l l h / TAftr�S// / \\ _--- /Q -_\ \\� \ \\ \\\ \ -- / ■ i I \� 11RlSER , �lS„� l�/ D.B.2120P�.363 T �� ' //%/// l / SD CURB INLETW/GRATE H / % r / / /��/ / SER / TOP (GRATE)=509.20' ON _- - - - - \ ■ - / F pN o / / / /\ - _ / / r / / / // \ 7g„ / / 7 /NOUT=506.25' 18"RCP REM- r EASEMENT/RE S. RAVELPATH REAM VE W/M A r rS / // // //'// / i•\\\�`\ /� / SD CURB INLET W/GRATE SO _ _ - / / / // // / \ / / �, / TOP (GRATE)=508.60' O _ _ _ _ , / / r \ , _ / r/ / c / INV. 1N=504.00' 18"RCP (NORTH) ADJUST EX. I / , �i -, _ _ _\=R€AAO.VEFENCE , _ _ _ _ _ _ _ ��.��` S TRUCTURE TO GRADE J \ ! � / j / /�/ �r / / / - � � � / / / / / / x \ / APPROX. LOCATIONINV. 1N=504.33' 18"RCP (WEST) _ _ _ _ , _ �� / ��` �, I / / INV. OUT=504.02 18 RCP \_ - ---_/ -�' \ - _ _�_ ��� S ' ZL%/ /' ? I \ \_ / / //// I /GQ EASEMENT POWER y2y - - - - - -525- \ , -_-_ --- --\-------- -�j' - - _ \ / / / / / , / / 1 ,,�- _ - - - - - - - _ _ \ - _ _ _ _ \_\ \� _--- ----- -�--- -- - _i /^� h�L)Lr4y1qo-1NVW/GRATE \ \ _N6 0� _ - ' /ITOP (GRATE)=509.44' �1/;Q I / INV. OUT=506.26'18"RCP 15- -- - - -- /Ka A _ D��- ,/WIER �P l / / / / SD CURB INLETW/GRATE -NEW-TR�ELINE - - - - - - - - - - - _ ' A e � - 'TOP-514.-3 - 1 / �` l // / II - - - - - -� - - _ 520 _ J� \ _ _ - = - /e R6 ' / 1 / / / TOPIN V IN-=502.76' 189 RCP (NORTH) 44) \\ \ \ \ \ \ \ \ \ ► ,____-------------_____-\\ --'` A G c 1 P\�(, // r //`I✓ z / // , o INV.lN=502.95'18"RCP (WEST) ■ - - r \ ` \ - - - METAL FENCE_ _ _ _ _ / J \ ' / / � /h INV. OUT=502.76 18 RCP \ \ \ W> -T WEiAT1%ER \ \ \ \ \ \ \ \ \ \ _ -_ - - _ - - - �� P� / / / / / 615 / / I / co' u \ \ dFd�llN�W - - - -- \/ �� \ \ -- -- -- ---- y\ \ _II / ■0�/ f /SANIT f� I \ 1 \ \ \ \ \ \ \\ -NEW TREEl E - _ F� PUM /// / �_q \ \ \ApFF \ \\\\ �_ RMITNrS1�REAl�1 \---- ---- \T44FQ4�88- ` \ \ \ ` \ \ \\ �\ \ \\ _ / \ - - \ I CONCRETE�441 00 `T6E '_L,�EW R.LP .SOCIETY-FeR�TIPE\ \ \ \ \ \ `\` ` \ / \ _ _ _ _ _ \ I 1 IFLUME \�PREI NTION,� bI�UEI�TY\TC�ANINIALS \ \ \ \ \ \\ � \` � � _ � _ -` \ \\ - - - , \ \ I 1 // � /lrs o � �,U / / �XJ \ / co \D6.' 444,. PG, 616 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ \ 1 1 � RISER (2. 5 x 2. 5 GRATE) ?DSO„ TOP=512.70' ?O6 INV.1N=510.40 6 PLASTIC (SW) INV. IN=509.40' 6" PLASTIC (NE) TMP 45-109C3 11 / ' APPROX. 44' FUTURE R/W. INV OUT=509.01 ' 15„ CPP EARNER, JAMES & ROX11 I \ I \ RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON �1NE11 / \ I DEMAND OF THE COUNTY. \ N6 DB. 4826, PG. 608 11 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 15 ZONED: C-1 I / \ A PPROX. LOCATION 68766, \ \ \ \ \ \\ \ \ Sum \ `\ \ \ \ \ \ \ \\ \ I \ \\\\ \\\ \ \ \ \ \ \ 1 \ - \\ , \\\ �= -----_____-___ 30' /�C II I I _ \ \ WATERLINE \ P / \ \ \ \ \ . \ /--___---___ _�_II EASEMENT MHD ----_ \ _ - I \ \ � D.B. 1423 PG. 433 TOP=514.14 �\ - - - \ / INV. 1N=498.89' 30" RCP ` o03 \ 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 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 REMOVE LINEAR FEATURE 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 T0: 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 NH 0- �N / OD U ~ Lie. No. 04856 �26i8_p�c a� � ZONAL M E 0 M a N ul > E Luv E ~ U Q `" o LL o W M a J U co w J - Ln N p N U lL N �x Q O LL �2 Iry = U � O N U� Ill M 00 J � F w Q DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE U 1CL V J Lu J � z J } �z Q z 0 U 0 LLJ � Lu FJ - J J Lu �m0 > -j Q G V 1 Lu Lu 0 0 J LL U JOB NO. 40204 SHEET NO. C2.1 3 Z)o -0[)f 0o CL (po 2 2i o2i T � � O M� ao o= [if� z N o �Q x ow w0 �r- 0.3 a cm Nm LN U O axi O 4% U 2 27 m_ �0 �o ;_ L)_ U M O 7� .2-0 .2 U O N O M U 2 m N O O U C O aw L_ 35'ACCESS \ \ \ \ \ // / 1� OP LIMITS OF 5° / /� / ( �� / / EASEMENT CLEARING AND N6 /� �+.� \ l / D.B. 2120 PG. 363 \/ / GRADING }/ /1 Lie. No. 04856 "q'Z ♦ _ YARD / HYDRANT PROPOSED 'NG\ �C \ I / ells / DUMPSTER AREA 50 SETBA/CK \ M E 6' MAX HEIGH `\ `�/ Q o WITH HR-1 / ® E RS Lu / / / RT ® ' 1B / 1� A/pPR X. LOCATION US STOP SIGN 256 + - R2.5' R5' J� � 0 � .0 'AlAC' A WATERLINE / / ♦ /Lu ■ //// COuM tt tt Jv� 0 / R2.3' ■ EASEMENT / RC/ N ~ / R5' / ■ ■ D.B. 2785 PG. 238 � , / � � ,q� � � o rn rj °D / \ / CG, / ♦ R5' / PROP BUS STOP CONC PAD, z ,� v �•15 / / / + / O 6 / 1 C / MATCH CONC S/W SECTION _ Q O Q w a rl ' (SUBJECT TO VDOT & F /TIE TO EXISTING /,� / ♦ / I -A,CURB, GUTTER ;' / 1 C1 / TRANSIT APPROVAL) ur)o = c N z / Jam° AND SIDEWALK ON w rg / X• � A' / (28' TO 44' 00 ' 47.19' ♦ 6' / CD Lu �� FUTURE R/W) 9 ♦ / // PPROX. LOCATION �R3' 10' VIRGIN/ POWER ♦ 6 / 1EASEMENT ui / !( D.B. 1425/ PG. 442 �a TOP St'GN / / RT ♦ � O ♦ PROPOSED PROPOSED ADDITIONS ADDITIONS G�� O x 2 STORY TIE TO EXIST/ G CG-12 © ♦ 1C2 ■ BLOCK & HARDI-PLANK BUILDING CURB, GUTTER (TYP) R5' / w � p (CASPCA FACILITY) AND SIDEWALW / / / > w w ♦ / I 3355 BERKMAR DR--V�V�;16 R3' ♦ / o / PROPOSED , 1641 ♦ RS / ® CANOPY / z / • I 1639 i L 1 CLO 3 / / / O_ DATE 539.10 -_ a R5' 1 D 40 VWL 1 164 G' 04109118 O o x RS RT DRAWN BY \ SAN— PROP TREELINE X 1 C3 3' / �// 1 ' SANITARYSEWER J. WILSON R5' , _ ~ ■ ■ II ENT 5 • // �/ D.B. 2ASE�20P 363 DESIGNED BY ♦ O5 R5' / • J. WILSON / //// /' • CHECKED BY / LOADING ❑ R5' ■ PACE \ / • C. PENNETTI / / \ EMERGENCY TIE TO EXISTING / / /�/ / • SCALE RETAINING WALL VEHICLE ACCESS `y,' CURB AND vZ 6' MAX HEIGHT GRASSPAVE G R PRQPOS9 S/VV4 a ° ♦ GUTTER / • WITH HR-1 0 G- RT /�/ cT� �oo R42' ® / R5' ;' d` TIE TO EXISTING ♦ \ /J''/ APPROX. LOCATION S T 10' VIRG/NIA POWER PROP TREELINE E R4.5' R4.5' g J j R5 CURGUTBAND ///� / EASEMENT R312' D N N GG6 // D.B. 1425 PG. 442 2G / -6 FH 'Pis, / V SHOWN AS PROPOSED ♦ %O 44, \ DRAINAGE EASEMENT C S _ — — _ ON PLAT BY ROUDABUSH, GALE & —X ——� ASS IATES,I X ■ S \ \ �♦ / \c/ `S coC� W 2 "B j \ 50' BUILDING 2 2D \ ♦ / \ / / G QZ SETBACK + ♦ / I APPROX. LOCATION �` 0� OF O�p �h Q \ INTERMITTENT STREAM ♦ d` \ 30'LANDSCAPE S ♦ EX. BIORETENTION 5� UGQ0� w \ BUFFER . A ♦ 2A / / , � Z M Q \ \ \ TMP 45-88 N O ♦ 10' FRONT SETBACK/ A�z �O _ W > Z \ \ \ THE ALBEMARLE SOCIETY FOR THE —% / AT :T J \ \ \ PREVENTION OF CRUELTY TO ANIMALS N662 j, ��/co / CO Z a \ \ \ \ \ DB. 4444, PG. 616 a O J \ \ \ ZONED: R-6 206 \10 \ \ \ REZONING: C-1 U \ \ \ \ \ TMP 45-109C3 \ / / APPROX. 44' FUTURE R/W. J uj \ \ \ EARNER, JAMES & ROX NE I / RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON J � \ \ DEMAND OF THE COUNTY. Q DB. 4826, PG. 608 / 0 J 2: ZONED: C-1 I / APPROX. LOCATION Lu ,~^ 0 I WATERLINE Q v , EASEMENT D. B. 1423 PG. 433 (A \ \ \ LLJ \ N ° , DUMPSTER PAD CONCRETE SECTION PAVEMENT SECTION NOTES 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. 1. THE PURPOSE OF THIS SHEET IS TO DEPICT SITE LAYOUT. O 2. CONCRETE PAD PROVIDED FOR LOADING AND RUBBISH AREA. REFER TO SHEET C3.1 FOR GRADING PLAN AND UTILITIES. J cl. CONCRETE PAD DETAIL HEAVY DUTY ASPHALT STANDARD PARKING ASPHALT TO BE USED IN LOADING AND RUBBISH TO BE USED IN DRIVE AISLES AND TO BE USED IN PARKING SPACES MAIN ACCESS ROAD 1.5" SM-9.5AL BITUMINOUS CONCRETE 2" SM-9.5A BITUMINOUS v SURFACE. CONCRETE SURFACE. 2" IM-19A INTERMEDIATE AD 3,500 PSI , .,..... , .. .....,.:....... COURSE .....,..::.: •. , ., ,. CONCRETE BASE LAYER.COMPACTED TO 95 0. 0000 3" BM 25 BITUMINOUS � � � � � 6" 21A STONE :....; 6X6 W2 12 1 W W F >.:• ... CONCRE ::.:. , , ... :. :...,:...:.... #4 REBAR AT 24" O.C. 0 0 0 0 0 _ 6" 21A STONE 6" 21A STONE SUB -GRADE COMPACTED z COMPACTED TO >95%. COMPACTED TO >95%' I —III —III —III —III —I I �� TO A MINIMUM OF 95% JOB NO. O O O�O O O O O O O MAXIMUM PROCTOR � 40204 SUB -GRADE COMPACTED �� SUB -GRADE COMPACTED DENSITY. SCALE 1"=30' II II II II I TO A MINIMUM OF 95% I —III —III —III —III —I I TO A MINIMUM OF 95% NOR SHEET N0. MAXIMUM PROCTOR MAXIMUM PROCTOR 0 30' 60' DENSITY. DENSITY. C3. 0 0 .j U c a) O CO 0 co O Q Q 0 a) co a) 0 m L to m m Q 0 O L 3 c -Da N �O ocq z a)O -2 0� M E O -O = �� mI d U O c: �a) c� 3 z� O CO �a) �a) 0 0 0 Q� o .§ L, WE Y O (6 -2 ( U O N O O U w2 �0 m_ 00 a) B-0 :_ U N o 0 a)70 � �0 0L. 4 O � Co U. N U -0 2 coO O O U Q� u)a) L 06 r / / / / / / Zp0 ,\, _ 2 L / / / \% / / __ CLEAR NG I�IXND - ' ' - -N/65 ^� _ -� \ r / / / ' �P!\�� ('i�y./i / (� � � //1 � // l / / /! / � �j ��A �?��8.� �B�3 _ _ _/ ,�D'� GRA f71NG G - _ _ SOCK ARMOR_� �' / WOOD / / /�//i /� ' / // ter'' - i / S C RB /NLETIW/ MHD ♦ 5" c�5�r / \HYDRANT T ' FQCrT-BRIOG ,' �/ �� j' /i/'��// ��'/�� i i \ -� �- - _�' `,�' / OP 514.35' - - v /� / / / //// /r''r /' 1 ' NI / I Nt�EC �/ OUT-510.75 15 R REPLACE RCP WITH DIP UNDER PROP BLDG REPLACE EX MH TOP SD C Rd PdC W/CjRATE WITH GRATE TOP REPlIrACE V1U1'fi MH T //'/'/ r' / // ' %� \ ,� � \ � � \ .,( TOP GATE-513.,88 I DJUST TO MATCJk . IN 510.30 15,/RCP (NORTH / /=510.43' %5" RCP (WEST) I \ OP,G'RADErp I ` 6�J g UT=510. 5' 15" RCP EXPJ.PEI.C"TOTIETd / '/N/'///'/'�' � \ \y � ''�' � 177 \ p / I _ / /DPP C / /i ' \ /� II I I I I I / US STOP SIGN., - - - - 61 G 53,5 2� ' / A/Tj I>a / // / / ; ' / ,� ' /♦ ' - ^y \ I 1 J� / co - - 25 - - ' �G� ��� 5p�_ // _ - , �■� \ - \7 P m/54x.65 / �$�' // , 1 S\ \ ''�/' 44tfF�'C�,q� a 41 ♦ - _ v / v /'� / // /�/ / ' r / 3 7 CONC \ \ / / / / / ///r/ \ ; / / / 1 C ADS(x3 lCl UN P=510.72 FFE-- 543.46 /INV.1N=507.56 18, RCP (EAS FFE=543.46' INV. 1N=507.30' 18" RCP (WES 3A y�6 // / 0' r rrrr/ Q / ' // / ' '\ \\ INV. OUT=506.62 18"RCP 543.46' I paj- FFE=543.47 EX FH \ \ / STR A' / FFE-_ 543.46' / \� i / �'� r'' r r �o� \ / ' // / \ SD CURB INLET W/GRAT ' 1, J / 10' V RGIN)OPOWER TOP GRATE-510.39 FFE=543.44' FFE=543.49' J / --- - -- ; �` /r % / ,� / ,�,P/ \ 3 ' r �96 \ / / // / r/ / / / ( )_ FFE=543.47' FFE=543.42 R ,D, l - ;- / / / /� ' ; �\ r c,�2 32 5s / /i� // / /// j / i / EASEMEN f �� INV. OUT=507 89' 18" RCf � �� // / / � / / D.B. 1425 PG. 442 / PROPOSED PROPOSED // / '' �` / / /// ' / // / SD CURB INLET W/GRA \ 1, _ _ / / / / / // TOP (GRA TE)=511.34' ADDITIONS ADDITIONS 20' ACSA I/ / ;I `� / r ; �_ / ` `r 32 /j/ / / // S STALL / PTOR /J �� - / / // INV. 1N=508.81 15 RCP EASEMENT I , „ 2STORY 1 ; \ \ \ 35 /' ♦ / //// // // / / IN INLET IINV. OUT=508.41' 18"Ri F E=543.49' BLOCK& HARDAPLANK BUILDING ■ / IC 33- /` // / / / \ FFE=543.47 I 1 \ \ _ ♦ ' 14 S S Q-G / ' / / / / / / // (CASPCA FACILITY) 0 1638 - / // // / / 3355 BERKMAR DRIVE / - vw i16 I \ _ 35- '`l r // %// / //// 510 PROPOSED / / I ' 17 /� / / 1641 ♦\ t. 34 33 sa (' / // / / / // / /� ATERLfNE STUB & I ® CANOPY I I , ti \ \ / - I, 1 \ L1 O 03 �/� G/ BCOW OFF-VAL\TE\ , \ \ CONC. PAD CONC. PAD CONNECT TO EX 3910 ; / / 35� 35-�� �ffvIDED.F6R FUTURE (12Tx3.7) (17'x8) WATER SERVICE 1�q 1 D \ 33 / // / / / /�/�//� -��y \ \ W/GENERATOR W/AIR FFE=543.49' / 3507 / DEVE O MENT \ ' ' v \ v 2 CONC. PAD FFE= TRANSFER / l / �Ibl/�NHOLE PROVIDED/ / \ \ \ U / FFE=543.49' I as w / r / / - - - - - -FSR FUTJd'RE / ' \ \ / (6.8"x 78) W/ 530.12' FFE=529. - I / 36 "� 99 - - - - - - DEVELOPMENT \ \ TRANSFORMER FFE=543.49 -SAN / - 34- \ x FFE=543.49' ' CONi �` - - 36 35 1 C3 s2 / ' ' / / / //� S 1 _ i / v / v ;' � / / / 1 'SANITARY EWER / E-Rt/ / y 2_SIrEPS R 4 - - - / / / / //' // / / ASEMENT �•_ \ \ \ \ / / / I \ Q q 0 - r // / /j�j D.B. 2120 P# 363 ------------ RE� / / \ \ _ - _ ' - \ \ , \ \ \ _ - - 535 _ _ / / / / / I \ _ I I I ♦ / SER \ \ / r / % // /� / SD CURB INLET W/GRATE I r. � TOP (GRATE)=509.20' - - _ _ _ _ p - - - - ' INV. OUT=506.25 18"RCP 26 64 / � / / / r _ _ - _ � ._. • .� T •- _ 83 28- r / 529 ( I \ 35 SD CURB INLET W/GRATE / 3o a r Y.. .. TOP (GRATE)=508.60'V. _ - �26 t27 29 \ I I r� / ' ' / \ \ _ - �' i �/ / / cT� / / INV. 1N=504.00' 18" RCP (NORTH) W ` / / / / \ /�/ / ININ=504.33' 18" RCP (WEST) GROUN ` \ r / APPROX. LOCATION INV. OUT=504.02' 18" RCP / 24- S�I \ 10' VIRG/NIA POWER SAN 27 - S29 - 30 - / '3' / ' ' ' j /i ' \ \ _ / / / / / / / I //VQ EASEMENT s D INSTALL SSQ s - -- / - S7` ` _ _ _ \ / / / / / / 1 \ 5 8 P / \ /,�--8 QGV N�,L W/GRATE 15 RCP 05 PVC SAN STORM - FFTOR -!�� f`,OTiIGD/ \ , 3s - ' '� / - - - - \ i // / / / / �� TOP GRATE =509.44' \ r 2F FH 30 \ 26- S IN INLET / /� / fr ( ) INV. OUT=506.26' 18" RCP 15- \ \ \ \ \ \ \ \\ \ \ \ t lr _ 525. - - _ _ -527 528 - - - -IER - - - - l '< l I / / / / SD CURB INLET W/GRATE 525 - 526 - - - - - = 52t� / SOP=514.3 ' - I 1 / QP I r - / / / / /// / I I TOP (GRA TE)=509.06' 524'. 523 ` - _ _ - _ _ �'r / / / / �, / l INV. 1N-502.76' 18" RCP (NORTH) G IfjIT�� FiV'T y✓ / // / S\ �� _ 520 - - EX-8 M z / r // 'o III INV. IN=502.95' 18" RCP WEST \\ ---_ -- 518 - - _ V. 517 2C / % / /NOUT=502.76' 18"RCP \\\WE�WEi41f�E1?\Z. SWMFAEIL-IT-V - - - �\c ` \ \ \ \ `\ \\\ df3a1/NSW Lam\ \\\\\ \\ \ �\ \\ \ \ \ \\;\� \\\ _-_�\- - - - - - - - - - � 15"RCP /` \ - - ----- _ � in I � II �_'' / • f � / \ \ \ \ \ \ \ \\ 5Sq-----_-�B r _►� \r I SANIT Q�w�O O \ \ \ \ \ \ \ \\ �� \ \ - - - - - - - - - - - - - - - - \ n „ \ / / /\ / / \` ` _ _ PUM / /I / F \ \ \ \ \ \ \ \ \ \ \ \\ \ - _ _ 2E 2D J / \ � - -8 1SV� �\.�� Qj \�OkLbCANON�PF\\\\ \\ _ --_ -- �Z0�� 4Z Az \ \ \ \ INT IVrS1�REA \ ` \ \�--------- ---_ A / ♦ l C) O \ \_ ERIlQI TTE \ \ \ \ 1 \ - /s\ V[ ^ `� \\ \ \\ \\ - - /\ - I I \\ /2 4 U 44 \ \ \ \ \ \ \ \ \ TWR,, 5-88` \ \ \ \ \ CONCRETE ♦ _ \ I \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ `T(�E A\L,13E1i9.�fZL� �SOC�CTYef�TfE\ \ \ \\ \\�\ \` \ / \ =-= _ = - _ \\ FLUME \ EIVET T, Al 2 / \ c,o3fN}F�k�A0 RISER (2.5x2.5GRATE) „D914�4,PCZ6TOP=512.70 INV. IN=510.40 6 PLASTIC (SW) INV. IN=509.40' 6" PLASTIC (NE) 1 \ \ \ \ \ \�\ � � \ \ \ 0 \ ` \ \ \ \ \ \ \ \ \S \ \ ` \ \ \ ` ` \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ / / _ �\ \ , \ _ � � I / � TMP 45-109C3 I 1 \ \ � � ' APPROX. 44' FUTURE R/W. \ \ \ - \ \ \ \ \ \ \ `'`S\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ _ _ _ I 1 1 / w INV OUT=509.01 15 CPP RESERVED FOR FUTURE DEDICATION FOR PUBLIC US UPON LARNER, JAMES & ROXI NE I \ ` \ ` N6 0 / \ \ DEMAND OF THE COUNTY. \ \ \ 6 \ \\ \ /// / n / \ \ \ \ \ S, \ \ \ _ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � , ll DB. 4826, PG. 608 II / \ 0 \ \ \ \ \ !7i \ \ \ \ \ \ \ \ \ \ \ \ \ ZONED: C-1 I I / \ APPROX. LOCATION \ \ \ \ \ \ \ \ \ \ 1 \ \ 66, \ \ \ \ \ �p \ \ \ \ \ \ \ 1 ` \ \\\ \ \ - 7 \ \- \\ ___ __ 30„ 11 I _ \ \ WATERLINE \ \ IN, \ \ \ \ \ \ \ \ \ \ \ \ \ " \ \\ \ \ \ \ \ \ \ I O \\� _ l RCP _ EASEMENT \ \ \ \ \ \ �\\ \ \\ \ // \\ _ _- �l/ MHD---___- 1- _ \ \; \ \ \ \ \ \ \ \ \ \ \ \ - _ _ 1 0 D.B. 1423 PG. 433 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ ` / / TOP=514.14' INV. 1N=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. co 00 0 z SCALE 1 "=30' NOR 0 30' 60' TH 0p �OD U Lie. No. 04856 "a� � ZONAL z O a U U) w z O w w Q DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNETTI SCALE JOB NO. 40204 SHEET NO. C3.1 O ai .j U a) O is a) co O Q Q c O a) O N o E m L E m C Q E 0 O L E as �o O z a)o -2 0 E M E� E a) M O d U E c')3 zto o co �x �a) 0 0 0 � o o_ o .§ Qcn E Y COB �co U E N O a)U w2 25 m E coo =0 E E U @ O 770 . m c o m 2-0 O c c o w - N U E m toW O N U n o coa) L I I Y A xx STREET APPROACH SAME SURFACING (RADIUS TO BE AS I o I C AS MAINLINE ROADWAY (SEE NOTE 6) C SHOWN ON PLANS) - - - - - - - 1 T cn _ I IIF— (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER / CG-6, (S� NOTE 7) � I Li I SIDEWALK w (SEE NOTE 2) 6„ ----�i Q ---N-� 6 OPTIONAL LINE EXPANSION EXPANSION JOINT o I JOINT NOTE: WIDTH "B" 2'-O" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A EI PLAN VIEW EDGE OF SHOULDER OR OPTIONAL FLOW LINE MAINLINE ROADWAY MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE 8 X MAX. D SLOPE CHANGE 8% MAX. SLOPE CHANGE 20' MINIMUM FOR - 5' MIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A B CLASS (H.E.S.)- CONCRETE \ ' SECTION C-C GENERAL NOTES 1. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) B. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 X MEDIUM 500-1500 VPD :5 3 X 6 % LOW LESS THAN 500 VPD :5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS CG-11 SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12'x EDGE OF EASING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. XVDOT ROAD AND BRIDGE STANDARDS SHEET 1IOF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 'DOT ROAD DESIGN MANUAL. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. AT"THE OPTION OF THEyCONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTES: -WHEN CG-6R IS DENOTED, GUTTER SLOPE TO BE 2% IN THE REVERSE DIRECTION 50 CM (19.7") 16.7 CM (6.6") 25 CM (9.8") SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM (20" X 20" X 1 " OR 4)@ 40?X 11 AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 1121 KG/CM (15,940 PSI) COLOR - BLACK RESIN - 100% RECYCLED HDPE PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 UNITS SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER _RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) c� COMPACTED SANDY GRAVEL ROAD BASE W Jz 957. MODIFIED PROCTOR DENSITY 6 INCHES TO 12 INCHES ao (DEPTH OF BASE COURSE TO BE DETERMINED BY ON -SITE ENGINEER) ?SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION - COMPACTED SUBGRADE, SECTION TOP F GRASS ROOT MASS 6 MM (1 4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) op° w Q oQ° c Q )EQ o o � � COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT ?SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. TYPICAL GRASSPAVE2 DETAIL 1 CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 1 OF 1 NOT TO SCALE 16265 E. 33RD DR., SUITE 20 AURORA, COLORADO 80011 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www.invisiblestructures.com Invisible Structures, Inc. rev. 1/18 GPDETI8.DWG GRASSPAVE IS PROPOSED FOR EMERGENCY ACCESS VEHICLES IN AREAS DEPICTED ON SHEET C3.0 ALTERNATE PRODUCT MAY BE USED, IF SUBMITTED AND APPROVED �4" � 2'' R SEE NOTE 4 - � a 4 6 2" RADIUS 7 �z d 6 15" d - SURFACE MIN. a _ -- 18"- MAX. BASE �12" a{ ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. SURFACE BASE SUBBASE STANDARD 6'' CURB VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 201.01 "IT op l OD Lie. No. 04856 a, - a LE -a1 1�;NISIIONAL � M E CD M a rV rj Q o > w v E I--- uw �U < o LL L w O m W M Qa J U 00 LU - �n N p (V LU ('D rV X 0 LL Q 2 = Q N U Ln Q . C Lr1 rn O N N d M � 00 J � F ►7 7 z O a_ U U') LU t� z _O U_7 > LU DATE DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNETTI SCALE U V Uj J W ; CoV/ W J J >- Hj z Q O W U LU W Q J J z W LU Co J QLn w v ) W O J i I.1 JOB NO. 40204 SHEET NO. C3.2 L RESERVED RESERVED PARKING PARKING $M - $500 I M $W - 5500 ROE TOW AWAY ZO E TOW AWAY ZONE VAN ACLE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. Ncale RKING SIGNS ACCESSIBLE SPACES CG-12 A #5 DOWELS, 8" LONG H I PERMISSIBLE AT 12" C-C—\ .AIM CONSTRUCTION 12:1 MAX _ X 12:1 MAX li z n N RAMP ICGG T�RI G1 RAMP I-71 CGG TARI - rc� BACK OF CURB 20:1 �• J TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN NPE TO MATCH FACE ROADWAY CURB 48 : 1 MAX 2'MIN. SECTION A -A SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 1 6 9 4 1 8 12 5 10 15 6 14 15 XVDDT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 7/11 12:1 MAX. CA 7" i WITH BUFFER STRIP WITH BUFFER STRIP II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK A o � f A 0 x A 4SQUARE LANDING AREA N TYPICAL SIGN POST PLACEMENT IN PAVEMENT STANDARD "A" STANDARD "B" -n p • 0. Miff 506191E > mil m � willy,Iota • METAL "U" CHANNEL OR EQUIVALENT MAY BE $� VAN CC . l C VAN A IMBEDDED THE OR STRAPPED t 60" - 84" FROM PARKING SPACE ELEVATION TO LOWEST PORTION OF SIGN. PARKING LOT C -'B -i 1'-0" �- I�NN. CONCRETE FOOTING MIN. TYPICAL SIGN PLACEMENT IN GROUND TYPICAL SIGN PLA Ml pm wv PJ o H r NNE L =Ie6-516P91E a_ � InAlty MIN �g I• MUST BE SET BACK 2.5' + FROM HEAD OF PARKING VAN VAN PACAND/OR STOPPROTECTED CCE CCESS® BY STP-1 ANCHOR SLEEVE BASE (SEE DETAIL) Ground line poet T� T cam,•' o� PARKING LOT ON HALL LOCATED OF o z PARKING DECK_ f L ►zOTa slcn P06'TED N A R0A2tAY'8 =0 Wn VVW AM VW SrOMAIM POSTING SIGNAGE FOR ACCESSIBLE PARKING O O 2"-14 GAUGE OR 21/2"-12 GAUGE O O SQUARE TUBE POST O O °•• ;.. ANCHOR SLEEVE O O 2 /2" x 7 GAUGE FOR 2" SQUARE TUBE POST 3" x 7 GAUGE FOR 21/2" SQUARE TUBE POST ,•', ,• do 0 CLASS A3 CONCRETE OR A PREAPPROVED BAG MIX FROM THE ° a DEPARTMENTS' APPROVED LIST, NO. 31. 11' 01, 2"-14 GAUGE OR 2/2"-12 GAUGE SQUARE TUBE POST FLANGED SHOULDER BOLT _ WITH SERRATED FLANGE NUT �X ANCHOR SLEEVE (2 I/2'' x 7 GAUGE FOR O O 2" SQUARE TUBE POST 0 O OR 3" x 7 GAUGE FOR 0" 21/2" SQUARE TUBE POST) 17/32" DIAMETER HOLE, TYPICAL % -16 x 31/2" GRADE 8 FLANGED SHOULDER BOLT WITH SERRATED FLANGE NUT WITHOUT BUFFER STRIP CROSSWALK I FOUNDATION TYPE A ANCHOR SLEEVE BASE DETAIL CROSSWALK A 4' SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. DIAGONAL PLACEMENT -5' MIN OUT OF TRAVELWAY f A 4'SQUARE LANDING AREA CROSSW AL SHALL BE PROVIDED FOR OUTSIDE OF TRAVELWAY PERPENDICULAR CROSSWALK F SHALL BE PROVIDED FOR WITHIN THE MARKED K PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA. CROSS`NA( WITHIN THE MARKED CROSSWALK AREA. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 DOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION XV SQUARE TUBE SIGN POST REFERENCE ROAD AND BRIDGE STANDARDS SHEET 4 OF 12 REVISION DATE FOUNDATION TYPE A DETAILS 700 1321413 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION TH OP �OD U Lie. No. 04856 "a� ZONAL M E CD O M U N N > E W eE < Uu. o LL Qa J >_ n w O (v ,� � l!J L M U co o- p N CD ui I, Z F-- ��j U) "t O X � w aim oQ (n U N fV a cLn o � N Q) M d GO J CD W Z O a_ U 1n w It Z O U) > w w Q 0 DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE p U (n Uj J mLLJ ; V W z Q O U W W W inJ J J 2: W m \ Q ran w 0 �J LL JOB NO. 40204 SHEET NO. C3.3 L 4" CONCRETE PAVEMENT OVER 4" JOINT SEALER #57 OR #21 STONE ON 1 /2�� CONFORMING TO ASTM D 1850 COMPACTED SUBGRADE FINISHED GRADE D D 1 /4 / FT (UNLESS G D D s s OTHERWISE SHOWN) '°° n A. ^ D D 6x6 W2xW2 WELDED WIRE FABRIC VARIES CONCRETE WALK SECTION 1 /8 " D > /8 R D D O C 1 f D D CONTRACTION JOINT SIDEWALKS TO BE SCORED AT 5' INTERVALS N.T.S. EXPANSION JOINT CURB OR CURB AND GUTTER TYPICAL CONCRETE WALK DETAILS TACK COAT NEW CONC. CURB NEW 2" A.C. PVMT.* PRIME COAT 12" SAWCUT & ° A TACK COAT EXST. A.C. PVMT. NEW CONC. WALK NEW 6" a p c BASE COURSE* - 10 o a O 0 D D a o '{� n O b n 4 1V Da O EXST. BASE EXST SUBGRADE COURSE N.T.S. NEW A.C. PAVEMENT AT NEW CONCRETE CURB * MATCH EXISTING PAVEMENT SECTION PAINT BLUE PAINT WHIT PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 EXPANSION JOINT MATERIAL ::9Ou ► M SEE PLAN FOR WIDTH EXPANSION JOINTS TO BE PROVIDED AT A MAXIMUM DISTANCE OF 20' i I�I�_I�:II�I�,►I��I�I�I�� W 1.4 X W 1.4 WW F VDOT STD. #57 OR #21 STONE COMPACTED SUBGRADE HANDICAPPED PARKING DETAIL N.T.S. C PARKING STALL `IVIIU I-"UIIV 1 OF JrNI C� 4" WIDE WHITE STRIPING TH 0� OD � U ~' Lie. No. 04856 ZONAL M E D O M U N N 9-- >E wLu QH U. oo w O W L Qa J U c0 LLJ J — Ln d p N U uj N Z F~- rt" 0 X w oQ U-) _ N = U > Ln a c:Ln , O aN Ln � M 0_ co J CD Lu 0 O a_ ry U U) w 0 z O U) w w Q DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNETTI SCALE u w J Q G w <u') m J J � � z Q o W u W w J J J W Lu m \ Q H� w O 1 Q A JOB NO. 40204 SHEET NO. C3.4 L 1530 1525 1 520 1 515 1510 1 505 1500 1495 1490 I FFE=543.47' v, R 'D' FFE=543.42 ; . , 2 STORY LN FFE=543.49' BLOCK & HARDAPLANK BUILDING (CASPCA FACILITY) FFE=543.47' - 3355 BERKMAR DRIVE CONC. PAD CONC. PAD (12.7'x3.7) CONIC.) W/ GENERATOR W/AIR FFE-543.49' 2LC U CONC. PAD FFE= TRANSFER FFE=543.49' (6.8"x 78) W/ 530.12' FFE=529.62' 71 TRANSFORMER FFE=543.49 -x FFE=543.49' ♦ - M SAN TOP 528.15 2F HT: 12.25' ROCK \ \ INV. IN=511.67' 15" RCP ( ARMOR \ / �, _ ___�-� INV. OUT=511.42' 15" RCP / TH WOOD ;;= _¢ S CURB INLETIW/MHD p ;ANT FOOT-BRIDG / -� / / / OP=514.35' / + / �/./, : ; /` / INV. OUT=510� 75' 15" R i DA� Lie. No. 04856 _ J / / �� ■ , \ / SD GYIHB INLET W/ RATE TOP/(GRATE)=513 88 // �s ZONAL 1N-510.30' 1�' RCP (NORTH / / �S, ♦ ♦ u l 1N=510.43' 5" RCP (WEST) 1B ii� / V. OUT=510.�' 15"RCP �/SIGN o fBUS STON o 46 }� J / i / /' / ♦ / /I C� �'`1 0 MMFRc�gC F > E D C 1C/ v/M / / / ¢ L =525.5 1C1 it C � p M / , ' / ♦ NV. lN- 15 / M D ¢ J c� co z l V. OU 9.02' 5" R / �� \8\ C, OP=510, 72' � � o rn 0 INV. 1N=507.56' 18" RCP (EAS I a o N INV. 1N=507.30 18 RCP (WEST ���( OQ� ♦ / / INV. OUT=506.62' 18"RCP � ~O � x U) Lu �'' / ♦ � / / SD CURB INLET W/GRATE � ' ; ' Q�P' / ♦ / / / / / TOP (GRATE)=510.39' > O R D / ; ' S; ` / INV. OUT=507.89' 18" RCP Q 'n I / Ln w � SD CURB INLET W/GRA7 w _ TOP (GRATE) 511.34CD Lu ' J ♦ / // // INV. IN=508.8V 15" RCP (, • ; ;' ♦ 1C2 ///�/ / � / lINV. OUT=508.41' 18"RC ■ I i - % ' // 1638 ' / // / // � O I i I ♦ / / / /// / I 11641 ♦ / 163 I � L1CL0 39.1� ' 1 D VWL ------ 164 1 � �w 4 VWL / // w w I I u o -SAN I conic. I 1 C3 �i o 11 fd/SER51 70 \ SAN TAR R / // / /' � DATE p SqN SER CE R 0 / / > R 'E'I wu TE AN / / 04/09/18 �_ I SANI RY ER R J / / // II SERVI / / / SD CURB INLET W/GRATE DRAWN BY CONCRETE k I I FIELD-LO TED \ // / / TOP (GRATE)=509.20' FLUME ►1 II CLEAN-OU S J. WILSON �8" // INV. OUT=506.25' 18"RCP RISER (2.5x2.5'GRATE)N6 2�So�v�p III s�2 \ /:�\\\ //, DESIGNED BY TOP=512.70' 2p II : v7 / / / SD CURB INLET W/GRATE • J. WILSON INV. 1N-510.40 6 PLASTIC (SW) 6 �, lit I� I ♦ /l� \� TOP (GRATE)=508.60' • INV. 1N=509.40' 6" PLASTIC (NE) II `n I I /�/ / cT / INV. IN_504.00' 18" RCP (NORTH) • CHECKED BY TMP 45-109C3 `- / , INV OUT=509.01' 15" CPP Ilj I ♦ _ / IN 1N-504.33' 18" RCP WEST co LARNER, JAMES & ROX�1NE11 I I ®--- \ �/ / ( ) o0 • h 30" RCP u DBZONED: C- I 1 II I -------- I 11 I l MHD TOP=514.14' INV. 1N=498.89' 30" RCP INV. 1N=508.79' 15" RCP SD INLET W/GRATE MEMO I IN1011191 ME ME ME ME M to] all 1 ■�iil�``„r■■��� 1: �11111M1 NNW jjj� - ■ • ,,, • 11, ■ ���■■■1 /��//////// /////////0r/////�////r/�/////w/ ■■ ■I�_■m■1■___ III■��1■■1■�ri■i�11� ■■��■■� ■■ III■�■1■■1■����III11 ■����■■� ■■ �a1■ ism ■1w?�1 %/// �; /■ �r■I �� '; _ IEMMEM■■ ten■. 11'■■■■�m■���■i ���■■��■■ ,. M - ■o, 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 530 525 540 520 535 515 530 510 525 505 520 500 515 495 510 490 505 485 500 14+50 9+50 ♦ s /J/ / / / INV. OUT=504.02 18 RCP o C. PENNETTI z • • SCALE _ _I STRUCTURE / / V _ _ / / / / / SD CURB INLET W/GRA TE • � NOT FOUND / � /^� - - - I ` //// TOP (GRATE)-509.44' SCALE 1 "=30' - _ _ ----- NOR I INV. OUT=506.26 18 RCP I 30' 60' VV ♦\` � W/ER P / �� SD CURB INLET W/GRATE � NOTES: 1. THESE SHEETS ARE PROVIDED FOR UTILITY PROFILE INFORMATION ONLY. 2. ALL PIPES IDENTIFIED AS'RCP' SHALL BE CLASS III RCP AND ( l CONFORM WITH VDOT SPECIFICATIONS. v 3. REFER TO SHEET C4.1 FOR NOTES AND DETAILS. 4. INLETS ARE DESIGNED AND IDENTIFIED AS PRECAST TOP r ^ UNITS (T-DI-3) WITH PRECAST BASE UNIT (SIZED PER VDOT V 1 DETAIL) WITH INLET SHAPING. 5. CONTRACTOR TO VERIFY INLET/MANHOLE BASE SIZE WITH w MANUFACTURER TO ENSURE THE BASE CAN ACCOMMODATE THE PIPE CONNECTIONS TOP 53147 3' C B TOP E34.57 in HT: 8. TOP 530.12 HT: 15.30' X TOP 517.32 157. 1' OF TIE INV = / 60" kCP 513.05 @ 0 10% ' 67' OF 5" DIP 1.00° mQ 5 O 7 " .A •, 0 CO _ �LO r Z Z ^ U U cc N LO N (14Z) N O = N M 2-O = 2TO? %-IZ 10+00 10+50 11+00 11+50 12+00 12+50 540 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 J 7. STORM SEWER TO BE PRIVATELY OWNED/MAINTAINED �--� 535 w STANDARD PROFILE LEGEND: Q 530 525 540 520 535 515 530 510 525 505 520 500 515 13+00 13+25 9+50 • � ,PI •- I •: •- == ��\I■���»fir III■�1■��. i1�■■����■■ • • u `�Imilld'-FINE FINE 910.1■_ .• __ a __FINE _ ME 10+00 10+50 11+00 11+50 12+00 540 535 530 525 520 515 12+50 pp> 0 J TOP 1A STRUCTUREID z 0 ELEVATION (=' EIGHT (TOP -INV OUT) u `6 o ww IUD Lu 0- J O 0C 1 J _ �X. GRLu 3: ADE Q PROP. GRADE ~� co Q V / DOWNSTREAM STRUCTURE w O Qm PSTREAM STRUCTURE INLET LENGTH a0 - IPE SIZE STRUCTURE TYPE `nti O m C)0 o LL 11 o pz 00 coz z U JOB NO. 40204 SHEET NO. C4.0 0 ai j U C > a) O a) 0 Q Q 0 a) In In a) 0 0M m L c C Q 0 L 3 N � 50 -oaf oO 2 z �O o I T E o a) M� d U �a) U3 zIn OW �a) �_a) w� 0 Q� o .§ Q� WE �x O o wt w 2 2 Z5 M O O In a o N E 6 M U @ 06 _0c: -0,6 a o � �U O I o N U -02 M InIn o N U n o VDa) .0 �E IS-1 PIPE DIAMETERS WHEN DFFERENT 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. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN OUTILET PIP�� , THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE 1f ::!;::;j.t.•.1., mx UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v o . ;;n:;;•.:,r ;;.:; :�: BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE r ;:�•:;;•,:•�i•.:.:;�.:._ SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I I :` :` !:`• a OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ,.a.. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - ° a 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 ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE MANHOLE &INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MH-1 1'-9Y4' DIA THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE 1Y2' 4' CAST IN THE DEPRESSION IN TOP OF 1%p" 1%z' COVER 1" WIDE RAISED % HIGH AS �i'1 �4' ❑❑❑ FINISHED � A �/ ❑ ❑ ❑ ❑ O A DIMENSION 1 e" I ul, _ -V.D. 0. T. tTB L 11/ I/4 SECTION A -A SECTION B-B LETTERING E]OPTIONAL O ❑ ❑ ❑ ❑ APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. B A TOP BOTTOM 'XVpQT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 2 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 302 106.02 ✓DOT' LABEL TO BE REPLACED WITH 'STORM' T-DI-3,4 DROP INLET THROAT SECTION STANDARD IC-2 FRAME AND COVER FRpf C 2'.6„ C #4 BARS #3 #4 B) LOCATION OF HOLE TO VARY ACCORDING TO TYPE OF INLET CONSTRUCTED. - W �v 2 OF 2 FOR ALTERNATE -5" DETAIL. MIN. FACE BLOCK SEE SHEET 2 OF 2 FOR ALTERNATE DETAIL. ALL RIB BARS #5 ON 6" CENTERS. NOTES: 1. SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR REINFORCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A-185 FOR WELDED WIRE MESH. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 & DI-4 CURB DROP INLETS. 7.EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS (#3 BARS) CAST IN FACE AS SHOWN. THESE LOOPS MAY BE USED FOR LIFT, AND FOR TIEING IN THE POURED IN PLACE GUTTER SECTION. FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSULFIDE SEALER. 8. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. SEE ALTERNATE NOSE DETAIL, SHEET 2 OF 2 #4 BARS c #4 BARS +! N BARS 6" #3 BARS #4 BARS ;a'•:' ;'• "i SEE ALTERNATE 1" DEEP NOTCH DETAIL B FOR INTERLOCK VARIES WITH MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT 2'-10" 2Y 2'_71 ALL RIB BARS W-211 SMOOTH W-20 BARS ON 4" CENTERS. .: -2( �4- #4 BARS ` W-2 `... 20 =-,I - T 1 \45° ' W-11 ( N W-11 W-11 W-20 W-20 2�z" 31/z" W-20 W-11 W 20 W 20 1" DEEP NOTCH LOCATION OF HOLE TO FOR INTERLOCK VARY ACCORDING TO TYPE OF INLET CONSTRUCTED. W-11 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT XVDOT 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 D ci w 6" �m g 3'-11 17 0� Q 10" 3`31 12" 3'-6" - 15 3'-91 n 18" 4-pl 21" 4'-3 6�1 3'_9" 8" 3'-111/4" Z 10" D w w 12" 4'-4" 15" 4'-71/4" c o�Q 18" 4'-101/2" C d 21" 5'-1Y4, M _ 24" 5'-5" 6D o 27" 5'-81/4" 12" 4'-4" Z)IL 15" 4'-71/4, Ld 18" 4'-101/z" 21" 5'-1)/4" a MLJ 24" 5'-5° U 27" 5'-81/4" UNm m ^d 30" 6'_2Y4" of 33" 6'-5Y4" 0 o� 36" 6'-9" 42" 7'-31/2" 48" T-10" SPECIFICATION REFERENCE 105 233 302 MH-2 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103.11 SPACER UNIT ATAPER ° /-Z --�-- ----- °t_ ' 1 I 1 o — — — — — � = 1 I I ,- RISER UNIT ° _ _ _ _ RISER UNIT °d J J °REDUCER w Z RISER (UNIT J l I REDUCER UNIT MONOLITHIC -+� I-- BASE L-4- ° BASE- I UNIT BASE 1 UNIT -f t FOOTING FOOTING SPECIFICATION XVDC3T REFERENCE PRECAST MANHOLE ROAD AND BRIDGE STANDARDS 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 1os.o7 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL �, TOP OF FILL r GROUND LINE _ -- GROUND LINE x r GROUND LINE - x ' '' I� I f-1Tl= rrrrrr rrrrr LI 111=1TL1TI '' I -1 I I-m=1 rrrrrr rrrr I I 1=1 11= I - — -"=m-1Tl= rrrrrrr rrrrrr m-m-m N -I rr EARTH + III r� II rrr rr EARTH rrr d I II rrr d �� ROCK OR UNYIELDING I-� + I d o N -I o �li III o N SOIL o ll N -I I. o ui - BEDDING I I � � MATERIAL MIN. 1/10 D X D X BEDDING MIN. I--- I--II=1 1/10 D X D X BEDDING MIN. 1/10 D = MATERIAL � MATERIAL X D X /2" PER 1' 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 TOP OF FILL TOP OF FILL TOP OF FILL x = = x — }rrrrrrr, rrrrrrr _ — rrrrrr, rrrrrrr,•:::::::. _ — rrrrrrrrrrrrrr rrrrrrrrrrrrrrr ;rrrrrrr rrrrrr — rr + r d r GROUND = rrrrr rrrrr:;::::::• — :rrrr rrr : — }rrr rr .: + %X %} GROUND N — - rrrrrrrrrrrrr rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrr rrrrrrrrrr — = — - : LINE r a rr, o �:N LINE + rrrrrrrrr d rrrrrrrrrr GROUND — o N _ - LINE 1=II=_-_ - - I I IJ I IJ I I-1 II EARTH = ROCK OR MIN. 1/10 D - UNYIELDING - _ -iii-i i i-i i-i -i i i- - MIN. 1/10 D-0 BEDDING MIN. 1/10 D X D X BEDDING MATERIAL /2 PER SOIL 1" OF H JX 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 FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE rrrrr SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE 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 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 .01 107 TH 000p ­`7 U - JOD _ Lie. No. 04856fl �sSIONAL M E O 0 � V N N � Q 0 > E W E au- 3 LL O L i n W O a _ U co J - uj UJI r•I O N uj �x O w oQ �� = U Q � LLr1 H c In 0 N LA >U M 00 J O W �D F_ Z O U V) w Z O V) 1--1 W W a 0 DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE U Ir..nL V uj J Lu co i H� J Z 0 11 1 � I..LI WU W JJ � C Q �G/ W LL O Q 1 V Lu 0 J T. U JOB NO. 40204 SHEET NO. C4.1 0 c a .N U c O w io 3 m 0 2- Q. c m 0 a d m a 0 75 w a c m a a c O m 0 3 c ma �O a� 2 U �z a0 Sg cc c � T E O a c c � co c 0- O Z) U O� Z N O m 2 a ow aim a .. 2 '§ Q. 0) m c to (p 2N U O N O N '— L j N N (0 O O to U N Ea c U @ a m as �0 a U O c (0.2 m U -0i cc co to = O U @ O a .- ma c� L ATERLINE STUB & OFF VALVE /G� §6VIDEDIFOR FUTURE DEVELOPMENT MANHOLE PROVIDED FOR FUTURE / DEVELOPMENT � X� \ \ WET WEATHER DRAIN SWALE tEA INV = 535.25 / / ; ' / ♦ ♦ J� CCM ■ - : ' TOP = 541.65 MFiQC/,q� TH op "RCP-----_- ♦ �' / FNTRgNCF + CONC / I C 1i� 1 OD BRICK PAVER W W z w 'o //.' / / / ♦ NV. IN=5 15" R / �� \ \ / M D U Lie. No. 04856 ° ro -o V. O(' "9.02' S" R' / 8":Q OP=510.72' G - FFE=543.46' t t ® 1 �` �c7 /NV. 1N=507.56' 18" RCP EAST�� �� FFE=543.46' t o 3q Q��/ / 0� ' / ♦ l �// �/ _ (WEST) �Q Py' / / / j INV. 1N=507.30' 18" RCP 543.46' �� ♦ �� INV. OUT=506.62' 18" RCP S'S FFE=543.47' EX FH �(� \ /. / �pP; ZONAL STR A' FFE=543.46' `I Jv / � 'v SD CURB INL l ' ' / P�' / / ♦ / / TOP GRATE E510.39RATE FFE=543.44' FFE=543.49 J ,---- - - Q��' ♦ / /f / ( )_ FFE=543.47' PROPOSED ADDITIONS i43.49' FFE=543.42 ,. R 'D' /� Q�%' INV. OUT=507.89' 18" RCP WM PROPOSED ACI�LI /// SD CURB INLET W/GRATE 20' ACSA _ / / / INSTAL / _ ADDITIONS I � / TOP (GRATE) 511.34 EASEMENT _ ♦ / // STORM EPTOR // INV. IN=508.8V 15"RCP (NOR-) 2 STORY BLOCK & HARDI-PLANK BUILDING _ ;� / : ♦ 1 C2 ///�/ / IN INLT lINV. OUT=508.41' 18"RCP (CASPCA FACILITY) FFE-543.47 I 1638 / // / 3355 BERKMAR DRIVE ' -- '10AB PROPOSED 1641 ♦ // CANOPY I / • 163 L1 CLO '/ / � / �� //Ve CONC. PAD CONNECT TO EX CONC. PAD 39.1 - (12.Tx3.7) 1Txs' WATER SERVICE ��L� ------ 164 1D W/GENERATOR ( ) W/AIR - r-Fc=94:5.4,V' 4 CONC. PAD FFE= TRANSFER IL (6.8"x 7.8) W/ 530.12' FFE�529. FFE=543.49 R I TRANSFORMER ry FFE=543.49 -SAN - FFE=543.49' conic. I 1 C3 ♦ - IN SER 11 Sl51 70 \ fEPS SAN TAR R ♦ / // / /�// ■ I Cr# SqN SER CE R O At ® o x0 \ CIVIL TE AN RY SE R SANI \� II SERVI ER I/ / SD CURB INLET W/GRATE SED \ // / TOP (GRATE)=509.20' CLEAN-OU 8 / INV. OUT=506.25 18 RCP Q. unZ SD CURB INLET W/GRATE I ♦ \ //� \mac TOP (GRATE)=508.60' \ire 171 GRON T / INV. 1N=504.00' 18" RCP (NORTH) ♦ /' / / I ®- - - \ _4y1 / INV. 1N-- 504.33' 18" RCP (WEST) UN STR 'F' s 11+pp y' PER ♦ sq2 / j / / // INV. OUT=504.02' 18" RCP E SAN 10 00 _ - -_I STRUCTURE - 8"PVC SAN D --- , NOT FOUND / / SD CURB INLET W/GRATE \ ORIGICEPTOF�------------------ -- __-- / I / TOP (GRATE)=509.44' /l / / INV. OUT=506.26' 18" RCP \ 2F s FH FPdL-E�------------------ 2H ----- - -- -- - Q�, \ 00 12+00 11+00 I ♦ WIER Q� l SD CURB INLET W/GRATE TOP=514.3 �Q I //�'` / �I TOP (GRA TE)=509.06' C s 44) INV. 1N=502.76' 18"RCP (NORTH) JG INTERCEPT JG z //// ` I INV. 1N=502.95' 18" RCP (WEST) l =51 PP 6' P EX STRM �� / INV. OUT=502.76' 18" RCP ■ 8"p C IETAL FENCE �-4- 2�G� 2C BIO-R EANTION S SWM FACILITY \� ' �G ARE �• I �c / ��� co- 0 g SA 26 6 P Ili �� �® 2 p� M SAN/T R 2E 2D 8„PVC ♦�� PUM / / / \ ��/����Q� 00 Q LOCATION OF , ZIT $,pv ST I M O� `o APPROX.a S / z INTERMITTENT STREAM SA Al ♦ �O M X t �Z 40�44i \ j O SCALE 1 "=30' S I I O QO 2A � / / � � S 0 30' 60' TMP 45-88 CONCRETE ♦ X� / ��/ �O `Q THE ALBEMARLE SOCIETY FOR THE FLUME WATERLINE 'A' 530 THIS WATER LINE IS PROVIDED FOR FUTURE DEVELOPMENT 530 525 520 515 -� - w m 0 � LL w F It x O CD co 0 Z m N e- Q > LL U- 0 O J Co- O 0 co N 00 � - 525 520 515 510 510 9+50 10+00 10+50 11+00 11+50 12+00 PUBLIC PRIVATE WATERLINE 'B' 535 535 530 525 520 515 3. ' MIN 61, 4" DIP - LL LU z '� 0 0 _ X w z w 00 z O .-. 0 w� z� 0 p p z m w p (D z m = H m OUw O O O � a W O O N xw N Of O O m 00 � c' ) cr O M r O w N 510 9+50 10+00 10+50 11+00 11+50 12+00 12+50 530 525 520 515 510 13+00 13+25 THIS SANITARY SYSTEM IS PROVIDED FOR FUTURE DEVELOPMENT 535 530 525 520 515 510 505 495 490 A 0 f� � O H E B CV N _ O C7 O �co O,00 r i " nq o /o 8" PVC G @ 1.00% G PR VIDE I SIDED OP 2 OF 8„ p C @1 o , 11 .50% X U) rn co � N C ¢ 00 +CD (n z ~ O w O¢ rn w 0° w LLI U Oc+��r� O Ln rn O�N� w Ocfl u') 20 Z00 ¢O 2+ �» - ao o w Lo z W -i O_rn zc) ¢ S�� p 7 j T W U) X w Z �co zm O zo�l` ��~� �+ �+ ao ao�O 00 00¢ mU)Zz > �jU) Q�ZZ 485 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 G _41� 14+00 14+50 535 STANDARD PROFILE LEGEND: TOP A ELEVATION STRUCTURE ID O . EIGHT (TOP -INV OUT) EX. GRADE `n 530 O PROP. GRADE 525 DOWNSTREAM STRUCTURE Q m PTTREAM STRUCTURE INLET LENGT bo��IPE SIZE ti 520 STRUCTURE TYPE -,`nl� m ; p � O + II CO j a0A o pz m U) zz 515 510 505 500 495 490 - 485 1 � �15+25 M E 0 O N N > E °) E w ¢� ow o^ w O C� l!J L M 1 U c0 Z a- w - �n 0 � a ul r j U 1L �- z S X <O� U w w o Q �= Crj Z O �UQL � u' U) rn Ory W � M 0- co J "o F vi 0 (D D 0 0 w > w w U z 0 U) 0 r DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNETTI SCALE CL c:t nU VI w �J LL Vl W Q Lu W > I -I J LL Qz0 0 O ww J J J � H� m 1- 4 J J r ^ 1 1- 4 V 1 Lu D 0 �J 1..1� U JOB NO. 40204 SHEET N0. C4.2 O ai U C a) O a) 0 Q Q 0 a) a) o m L c m C Q 0 a) 0 L 3 -0a N �O 2 z a)O o � Mw E� o c a) m c 0- O D v O c: a) U 3 z� O a) 0_ �x 0 0 O O Q o .§ L, Y co (6 U O N O w 2 a)0 �_ 0 =0 E m U @ O m -0 9 a) �0 �U O w o w N-02 U m � U) O O (6 U n o 02 _E L GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4"MI INITIAL BACKFILL UNSTABLE SOIL \ MIN. MIN. ~ = ' __GRANULAR FILL AS 0:' i:: _ _- = APPROVED BY ACSA STABLE SOIL ORrill, OCK� NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING 4" DIAMETEf AND VALVE WATER N TS FIG. W-2 TD-2 \/ARIFC I\LJ II\(IIIVLV VVIIV I I I I IIIVVJ ON-LINE (TYPE "B") .J. PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE _ or o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK C° 11 METER BOX (SEE FIG. W-7) VALVE BOX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 PER / FOR ALL BENDS 45° min 2 D 45° MIN T SECTION 1-1 1 45 max PLUG I J 2 l � I 7 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. gt>/, BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1 /2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA N TS FIG. W-3 TD-3 STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 2'-0" RUBBER COATED STEEL I„ STEPS CAST IN PLACE 3'-0 MIN PRECAST REINFORCED CONCRETE SECTIONS q 12"" MIN "0" RING SEALS ° 16" MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING T a -- �- - SEWER. 1 �� 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 w J z i 4 i 12" i I I NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN f 2' TO 10, (270°) 18 -22 VALVE BOX 7 CU. FT. #68 STONE 6" GATE 42"MIN VALVE e v 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL I RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Li CONNECTION BOOT " oINSTALLED if TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN N TS FIG. S-1-B 2" BRANCH TD-27 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 11 ADJUSTABLE VALVE BOX W/ LID z u z N - M.J. GATE VALVE WATER ri W h 1 I d w hm LINE 2500 P.S.I. CONCRETE THRUST BLOCK 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE N TS FIG. W-5 TD-9 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS T O O (RECESSED FLUSH) �J 1" [25mm] D � (2) CLOSED r S P \v I _ PICKHOLES 1 1 /2" [38mm] Z � I O 0 0 Tr 1 SEW (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1 /2" DIA 1 1 /2" [699mm] [38mm] 1 1 1 26 1/4" DIA [178mm] [667mm] 1 1 /2" 26" DIA 90 [660mm] [38mm] (DIA 3 1 /8" 24" DIA NEOPRENE GASKET [79mm] O[606mm] C 28 7/16" DIA 5/8" rn [722mm] [16mm] 23" DIA 1 [584mm] T 36" DIA 25" DIA �J [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION TH 71�4N OD � U ~I Lie. No. 04856 "a fl ZONAL M E 0 M o N N O Q O > E w °� E Q Lu u- o oILL w O rB W L M Q J U co J -� W d p N U' u, N � z O X U- 0 a Ul = fV = U > Ln Qin c O N L� Q M CI_ GO J CD Lu vi 0 (D D 0 w > w_ U Q z O U) > 0 w Q DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNETTI SCALE I U w uj Q J coF� J z w O W Q " w JJ ` � T J w H m J Q V / uj 0 J U JOB NO. 40204 SHEET NO. C4.3 6 c co C CO is 3 a) 0 Q O_ 0 a) 0 c m L M Q c 0 L 3 c: �0 2 z 00 -2 o c: T Mw E o c a)MCO v 0= �a) �3 zco 000 2Q �X �a) 0 0 o O o O_ O '§ Q0) Y O (6 �co U O N O a)U w 2 N in (6 O O O U O a)_O E � O O U @ O N O O O w '- N U -0 2 M OCO O N U n o O _0 a)a) L Q, O m U a N 1p N 00 O N rn V 0 0 a 0 a 3 a Z J 0 C) O N O V 0 U N N L in 0 U O cz cz V O N O V 0 0 0_ U a U LIMIT� OF CLEARINGI CND GRAbING Lo _ _ _ _ , - - \ / SIC � e � � — — — T \ \ /, / / r//�,r'/''/'// ////��%• _ ` -� ��- J'' /' i / / l EXISTING TREE - - - - - - /� ' ' / � \ TO-REMAIW(TYP) / / / //�// //,/�/ SHR MD TREE \' ' I/ 11 I I I I J� \ \\ \ / / / / „/ / --- z -- ' /,� I� %/ , / �' / / / j 1/aaiI / Co/% IF A Ail V71, � \�� � I � / / / / / _\\ — ,4 / / / / / / / •/ \ � / !Ili II I,,,„ � 1 1, � f x I 1 / it I �- 1 / / / / �'// / / /7 '///// ' / '/ \ \ \ I / ■ EXISTING BUILDING N/ ■ I '; \ ` \ \; �r �i // //�//i / / / ' _ _ - / / / ' / / / \ \ \ \ \ , _ I I I I \ ♦ T _ / / / / /'// / // / �RONTAolt LANDSCAPING TO BE IMPROVED WITH ADDITIONAL PLANTINGS. SEE NOTE THIS SHEET I / / / / APPROX. LOCATION OF EX. TREES TO / / , / / / / \ \ \ \ \ \ \ // ■ I \ Mp TR E / / / / f // //' / ' REMAIN. TREE REMOVAL IS ALLOWED _ \'I L�G TR€E r - / ,/�/ / // IN THIS AREA. ALL LANDSCAPE PLAN X /''�/ / // REQUIREMENTS WILL BE MET. If 5 53 / GENERAL NOTES PRE -CONSTRUCTION • — /, 5_-- --__ — _525. — - --- _\ - _. 525-526 -- _\ = 4- - / - '---- - / �--I / // / 1 LANDSCAPE NOTE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT , ' _ 20 _ _ - - _ -_ - 52 I I r / / ///cq , 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE _ - ' - - - - - _ _ _ _ _ S - _ 234 - - - / �I I / J / / 44) 11 LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. - - - _ _ _ _ - - - - - D 520 1 522� /' / i/ / //�' S\ o / AT THE PERIMETER OF THE SITE, EXISTING VEGETATION IS INTENDED NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. - - - _ - - - - - - - 518" -519' ' ' - /� / / TO REMAIN AND SATISFY BUFFER REQUIREMENTS. IF NEEDED, • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO� SUPPLEMENTAL LANDSCAPING WILL BE PROVIDED. SUPPLEMENTAL BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL / _ _ _ ■ ` ` _ s _ - - - - - - - _ _ \ I /' / y1y �• I / / \c / �� �C� LANDSCAPING WILL INCLUDE EVERGREEN TREES, SUCH AS EASTERN BE VERIFIED PRIOR TO BIDDING. `\� _ - — — — — - - - - - - - - - - �\ I II , ' / • �` / /j/ / ® \ Q- // RED CEDAR AND AMERICAN HOLLY. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND \ ` \ `\\ ��� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — \ \ _ - - - — — — �\ \ -�j / / / / // / Q VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND \ \ \ \\ \\ \ �� \ \\ - _ - - - _ _ _ _ _ - - - - _ _ _ / ` \ _ _ — — — - - _ _ ' - i / - / / // / / / �4/� q INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND \ \ \` - - - - - _ - - _ _ r / I / O REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT \ ` ` \ \ \ \ \ \ \ \ `\� I \ - - - - - - _ _ _ ` _ _ _ - - - , �`X - - /' • ■�� • / \ / I / , ^ )Sv `<v PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, \ ` \ ``\ - - - _ _ _ _ _ _ _ _ _ ' - - - - s II` / /, / f ' / r40 Ov O� CONCEPT PLANT SCHEDULE TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. ` \ ` ` \ \ \ \\\ 1 ` �\ - - - - _ _ _ _ i \ , r C� / / / / / G Q • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS \ \ \ ` \ \ \ \ `\ ` \ Sys \ ` \ `\ \�\ \ — — — — — I \ \ ` ' ' / / � � T(V1�45-88� _ - -_- I \ ♦ / X� / / Il / \ �� >O AND CONTRACT SPECIFICATIONS. \ ` \ ` \ \ \ \\\ \ _ I _ , / \ o \ T( AL$E1VI�RLP �SO�CTTY-FQ'R-TI%E\ \ \ \ / _ _ _ _ _ _ \ I I , / �� �� <n LG TREE • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER \ \ \ \ ` \` ` \\ �\ \` \ \ , I / M 1P EVE, VOIn✓,�rF �I�U>=I�TY\TQANIN%A�� \ \ / LARGE SHADE TREE AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED , - - - ` \ \ \ 1 I // \ - / �X I \ I ` 6B.'4,041,PCZ 616 \ \ ` \\ \ \ ` \ \\ \ - - ` / / / / + BETULA NIGRA/ RIVER BIRCH PER TEST RESULTS TO ENSURE PLANT HEALTH. s`�o. \ ` \ \ \ \ \ ; \ ; ; \ \ \ \ \ 1 I \- \ r I 1 QUERCUS PHELLOS / WILLOW OAK CONSTRUCTION/INSTALLATION `� \ ��gEZ�Nll4"C' �` \ ` \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ I I \ \ - \ \ \ �Q I I ►I \ I ` J \ N \ _ TMP 45-109C3 • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS ` \ ` ` \ \ \ \ \ \ \ ` \ \ \ \ / _ \ \ \ �� i // EARNER, JAMES & ROXNEII I / I /\ MD TREE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY ` \ \ \ \ ` \ \\ ` �� \ ` `\ \\ ` \ ` \ \ \ ` \ \ ` \\ \ : \ Ij////,/ DB. 4826, PG. 608 11 II \ \/ I 0111 \\ MEDIUM SHADE TREE CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT \ \ \ ` \ \ II I / \ + ACER RUBRUM / RED MAPLE \ CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" ZONED: C-1 I CARPINUS BETULUS It EUROPEAN HORNBEAM • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND \ \ \` \ ` \ \\\\\ \ \ \ \ \ I \ \\ \ \ \ \ \ \ \ \ \ \ \ \ I I / /\ \ _ / // / I \ / \ CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING \ \ \ \ \ \ \ \ \ Q ` \ ` \\ \\ \ \ \ \ \ / / \ Z _ _ - �// Z�z_______-�_ 11 I 1 `' \ A THE DESIGNATION OF BOTANICAL AND COMMON NAME. \ \ \ \ \ I \ \ \ \ \ \ \ I I , l �\ \ 11 +O SHRUB • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING �\ \ \ \\ \ \\ \ \ \\ \\ \ \ \ \ I \ � \ \ \ \ \ \ ` ` ► � / � ` \\�_ ,/ / � 1 SHRUB AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I - _ / \ , FOTHERGILLA GARDENII / DWARF FOTHERGILLA • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL h1lPd5-� \ \ 1 \1 \ \ \ \ \ \ \ \ \ \ ` I _ - ILEX GLABRA ItINKBERRY HOLLY DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE SQN .XU�ITN D\& BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS DEARL AN EkSmM WHICH AFFECTS THE GUARANTEE. IV912$; PIG. 06 INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS , , 0 RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY / \ OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND ` THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE TMP45-109C2 CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. ACCESS HOLDING ILL DB. 4485, PG. 455 ZONED: C-1 cl) 00 0 Q z SCALE 1 "=30' s. C C 55 0 30' 60' LTH OF e-ol 7 NK W, H C C HI .11 04/09/18 C 4PE AR M E 0 M O N N � > E Lu �; E W Q o LL w O M 0' NJ = M Qd J U 00 Lu — ui r-I a > o N Q�x O (n = N = U � Q c Ln O N ll M d � CO J CD Lu z O a U Lu 0 z O U) Lu Lu Q 0 DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE 1" = 30' p i•1 JOB NO. 40204 SHEET NO. L1.0 Z)O -0[)� 0CL U) (1)o :� o T � m Q c U) d U U 3 z N O x x o� w 0 0 a o� a Y X O Q) o N U 2 � y m_ O U O O ;_ 7 O U O m U O � N O M U 2 m� N O O U l6 O a� L SX91M : 11 \ 41MA"m How IIA 0 a) 2 U a Lp N 00 N 0 0 a PARKING AREA LANDSCAPE REQUIREMENTS *PER32.7.9.6.A.&B. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED AT LEAST 5% OF PAVED PARKING 22,951 SF AREAS AND DRIVING *NEWLY ADDED 22,951 x 0.05 = 1,148 SF 1,870 SF AISLES TO BE PARKING AREA 1,147.55 LANDSCAPED WITH TREES AND SHRUBS ONE (1) LARGE OR 70 PARKING SPACES MEDIUM SHADE *NEW PARKING 70 / 10 = 7 7 LARGE OR MEDIUM 6 LARGE TREES TREE PER TEN (10) SPACES SHADE TREES 6 MEDIUM TREES PARKING SPACES LANDSCAPE SCREENING REQUIREMENTS *PER32.7.9.7.A.2. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED PARKING AREAS WITH FOUR (4) OR SCREEN PARKING 55 SHRUBS TO MORE SPACES TO 70 PARKING SPACES N/A FROM RESIDENTIAL SCREEN PARKING BE SCREENED FROM AREAS AREAS RESIDENTIAL AREAS TREE CANOPY REQUIREMENTS .,PER32.7.9.8.A.l. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED 10% OF SITE TO 8.88 ACRES 386,812.8 x 0.10 = EXISTING: 142,982 x HAVE CANOPY (386,812.8 SF) 38,681.28 38,681.28 SF 1.25 = 178,728 SF COVERAGE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 OF BALL BACKFILL PLANTING PIT WITH MW NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR _ FERTILIZER B&B SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING DETAIL NOT TO SCALE CONTAINER PARKING NEW PARKING AREAS EXIST. TREES EXISTING FORESTED AREA (TO REMAIN) PARKING AREA 23,073 SF PARKING AREAS AND DRIVE AISLES REQUIREMENTS EXHIBIT SCALE: 1" = 80' REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER �- 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT i.11Ib V�i�� V1P lvlL 1 L1% DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE OOOOi'i0'Oi'oi'i?►���0. � � i -W 11 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 04/09/18 1� PE ARCS OM E N OU N � >E w < U. o �o2 W FI a � O N UW N z� A =�Nx 9� oa �� _ N = ko N U � m ¢ Ln rn O4-1 fn N N fn a� CO J O W tD � z O U U) w 0 z O U) Lu DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE Wo U Vl W J Q� 1..1� W 2: 0 wa0 00 > z J � Q < z WLu w J J 0 J a Lz H� m J W r^ a V 1 a W Q U ^ ' V ) 0 O z J Q J U JOB NO. 40204 SHEET NO. L2.0 L