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HomeMy WebLinkAboutSDP202100052 Checklist 2021-07-14GRIMM AND PARKER ARCHITECTURE.. INC. 18 17 16 15 14 13 12 11 10 9 8 7 6 51 4 31 2 1 L 169 J H G F E 0 C SCOTTSVILLE ELEMENTARY SCHOOL ADDITION AND RENOVATION PROJECT SITE PLAN AMENDMENT TO SDP202000007 MINOR SITE PLAN AMENDMENT #1 SDP202100052 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1681 CONTACT: JONATHAN SHOWALTER, P.E. JONATHAN.SHOWALTER@TIMMONS.COM TAX MAP PARCEL: 13000-00-00-025PO LIMITS OF DISTURBANCE: 3.04 ACRES SETBACK: 75' FRONT 25' SIDE 35REAR ZONING: RURAL AREAS (RA), ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 SOURCE TOPOGRAPHY: TIMMONS GROUP, NOVEMBER 13, 2019 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET SITE AREA: 14.7 ACRES PROPOSED USES: ELEMENTARY SCHOOL ADDITIONS. SITE PLAN AMENDMENT #1 ALLOWED THE 4 CLASSROOM MODULAR BUILDING TO REMAIN IN PLACE AFTER THE PROJECT IS COMPLETED. THE BUILDING GROUNDS AREA HAS BEEN RELOCATED TO THE SOUTH AND THE SIDEWALK LAYOUT AND ASSOCIATED SITE ITEMS HAVE BEEN ADJUSTED AS NEEDED. NO NEW LIGHTING OR EASEMENTS HAVE BEEN PROPOSED WITH THIS SITE PLAN AMENDMENT. BUILDING AREA: 16,293 S.F. ADDITIONS BUILDING HEIGHT: 26-0" PARKING COUNT: PRE -DEVELOPMENT TOTAL: 72 SPACES PARKING SPACES REMOVED: 15 SPACES PARKING SPACES ADDED: 15 SPACES POST -DEVELOPMENT TOTAL: 72 SPACES EXISTING IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.62 ACRES PROPOSED IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1.34 ACRES WETLAND IMPACTS: NONE WATER SUPPLY: EX. ONSITE WELL SANITARY SEWER: EXISTING ONSITE DRAINFIELD DRAINAGE DISTRICT: MIDDLE JAMES-BUFFALO THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT �j St. George Y Catholic Church a a ems T O T I E R HILLS 0 Scottsville Pool E E K 7s� tetler Cry 07/14/2021 PROJECT sc LOCATION a Calvary Baptist Church Q Scottsville Elementary School v Scottsville ne Shopping Center Fairhunt Farm Q Q Food Lion © High Meadows ok Irish Rd Vineyard Inn WF Paulett Ace Hardware Q r Ma A ?3� Dollar General Q VICINITY MAP SCALE 1"=2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 Es A �R b 9 Stoneville Cemet Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN I L1.0 LANDSCAPE PLAN I L3.0 DETAIL LAYOUT AND MATERIALS PLAN L4.0 DETAILS TOTAL SHEETS = 11 NOTE: SHEETS LISTED IN THE TABLE ABOVE WITHOUT STRIKE -THROUGH TEXT ARE BEING AMENDED WITH THIS MINOR AMENDMENT. ALL SHEETS WITH STRIKE -THROUGH ARE NOT BEING CHANGED FORM THE APPROVED FINAL SITE PLAN, SDP202000007. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHOR= VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT LI'H OF `:u\3TKAXM.SHOWALTER v Lic. No. 0402057151 07/ 1 4/202 1 4� fj� ip FSS�QNAV VAC,\ ll L J CDU N N L Y Q tM � Cy)O c & u? a � �LCoN E o f0 O tM E tT H LU LL L V co -0 fE N c L N �NUH W Cie Q G I� V L F 1�__ U W Do 0 rl z 0 Q O z � E 0 z 0 a o D C__3 N c-> Q Q 0 z Q � W LLJ W ■ J W J � W C/3 J o C U W C/3 0 0 C) � DATE DESCRIPTION 02/25/20 REVISIONS 04/06/20 REVISIONS 06/18/21 AMENDMENT 07/14/21 REVISIONS B 0 181 17 161 151 14 131 121 11 101 9 001 7 0 5 0 3 2 C0.0 1 /9/20 ®GRIMM AND PARKER ARCHITECTURE, INC. 181 171 161 151 141 131 12 11 101 91 81 71 61 51 41 31 21 1 a GMMM AN) PARSER ARCHITEC-URE.INC. GENERALNOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF SEE ARCHITECTURAL 12" MIN DRAWINGS FOR ��;\LTH OP SPECIFICATIONS AND STANDARDS. HANDRAIL DESIGN (TYP ) IN,,; 'PCB 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. �� 2.0 BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A gtA o - y 00, 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING (PLACED IN SINGLE LIFT) Q\.%TIhNM-SHOR:ALITR ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). I.ic. `-. +.)a11_0 - I `1 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, 4" DIAMETER STEEL 3 _p" 8" TYPE 21 B AGGREGATE BASE COURSE 07/ 14+202 I SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. '�• ^ PIPE FILLED WITH (Typ.) �p 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN CONCRETE. BOLLARD JOINT i \\/1\\sr-COMPACTED SUBGRADE SLONAI SHALL BE PAINTED /�\\/\ M GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE 7-1/2" 6' LENGTH :., YELLOW INISHED 12" MIN GRADE M CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 0.5' FROM EP (TYP.) 12" 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. -Fri 5 (TYP.) CONCRETE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE 4' WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND •; ;: .' I;: PAVEMENT :, 3'-0" a .. 1/2" R SPECIFICATIONS. ,.. (MAX.) IL rvi 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. A 2'-0" DIAMETER FINISHED 1/811 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. CONC. FOOTING GRADE WASH 1 O 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE EXP. 8 a e O = LIGHT DUTY ASPHALT PAVEMENT SECTION RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THEJOINT REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. \/�j\\lj��/�\ \ ��///j;/,>x n 5" CORE DRILL CONCRETE FOR No Scale '' �' a O R= Y 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF \//�/\// �// /j�//�/\// \\f�\/ 1/8" Q.: HANDRAIL POST, EMBED HANDRAIL A • CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM ANCHOR WITH %" REBAR \��\ \\'�) °• WASH MINIMUM OF 6" BELOW FINISHED CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) • _ L THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS IMBEDDED 24" IN GROUND; 3 5' I°I < GRADE AND GROUT TO THE FULL PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12. THE INSTALLATION F EWER WATER AND A MAIN(INCLUDINGERVI E LATERAL AND SLEEVES) HALL BE COMPLETED O S GAS SS C S S S)S CO 2 PER WHEEL STOP °� ' DEPTH OF EMBEDMENT (TYP.) 8" 5" # 57 STONE + #3 REBAR (12" O.C.) NOTES: �� 1. FINE BROOM FINISH ALL STAIRS. ". I p EXPANSION JOINT AT MAX OF 30', WITH .1• fr ; .;;,,, . ',.. iy'`:;:r �' '. �: '. PREMOLDED EXPANSION FILLER G • W • PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 9" (2) #5 REBARS, BOTTOM CONTINUOUS, •. ;^ . , :;.� '. a: ® W 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL 1 _TO 2. RAIL ON BOTH SIDES OF STEPS :* LAP 2'-2" AT SPLICES PER PLAN _ FACILITIES AS DEEMED NECESSARY. 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 3. SEE PLAN FOR RISER HEIGHT COMPACTED SUBGRADE 4. MAX. CENTER TO CENTER SPACING • U O a PRECAST CONCRETE WHEEL STOP BOLLARD DETAIL 3„ GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BETWEEN STAIR POST TO BE 6'. ADD • Z No Scale No Scale 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. V-4" CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING CONC. WALK • O 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT �j a.. THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE CONCRETE BUMPER BLOCK EXTERIOR STAIRS `° : • < :.:':: - '' : ; : . ' °'' `'� °':=a '' �'' COURSE(S). ANCHOR WITH 5/8" REBAR ,• 8..' a ...�.. r . a :.. ...:: ' '° '.. a: ?. ' ..:' •'. . ,:. �... ' � "' `. s...., ; . °.. 'Q �. , .: °'' � No Scale K 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) � K 2„ R v v v v v v v v 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. HANDICAP SIGN � LOCATION (TYP.) TOP OF CURB 25 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN - - ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. '' COMPACTED SUBGRADE 4" 21-B STONE 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. FACE OF THE DEPTH OF CURB MAY BE 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 EOP CURB A MINIMUM OF 13" AND A ... , UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PAINTED o 18' 18' MAXIMUM OF 19" •,' "', •', > `>SUR,FA„C„ AND ICC/ANSI All 17.1-03. PER 2% MAX. 22. REFER TO SHEET LI.OFOR ALL LANDSCAPING GENERAL NOTES. VDOT I 4" 16 >'•: CONCRETE SIDEWALK JOINT DETAIL 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. a SPEC. PAINTED ^• i BASE CONTINUE STONE BASE No Scale 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION STRIPE VDOT A-3 CONCRETE '., " ' ' FROM ADJACENT PAVEMENT PERFORMED BY THE BUILDING DEPARTMENT. (TYPICAL) 9' _ 8' 5' 8 8' 8 Imo- ; j•: •• :.r• SECTION UNDER CURB VARIABLE WIDTH' 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 26. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY TYPICAL VAN •'. NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ACCESSIBLE ACCESSIBLE 4" MIN. SUBBASE 7/� .. °:. .. °. .. d. /%��\��\��\ ° ° • °' ��\��%�/\ 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. HANDICAP SPACES REGULAR SPACE GENERAL CONSTRUCTION NOTES FOR EROSION AND \�/�����\ TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-3 CURB SEDIMENT CONTROL a" 3,000 PSI AIR -ENTRAINED o 0 rn L 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE CONCRETE Csi N N Y No Scale No Scale WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. a 2" R COMPACTED SUBGRADE 4" TYPE 21B STONE Q LO o > 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM CONC CURB AND GUTTER CLASS 3A, NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN Ln M p c ai STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA ° / ° (fc=3,000 PSI) CONCRETE REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. .° SIGNAGE NOTES \ ACCORDANCE WITH VDOT STANDARDS. N rn E H 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 6 OF / �." „, `p N N H 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION �� EACH OF THE FOLLOWING AND ANY REVISION THERETO: j 1 '1 . °, n, .. • m o co W LL v NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION ° A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 13 / e '' d ° " . a„ d N U H CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ° d °, ° 7„ x/ CONCRETE SIDEWALK PAVEMENT SECTION N 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO °. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. COMPACTED ° . ° '. ° a D. THE 2000 INTERNATIONAL FIRE CODE. No Scale PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. SUBGRADE a °.° // 2" ASPHALTIC CONCRETE SURFACE 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ° ° d \ W ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH ° COURSE - A 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 T T CONTINUE 21B STONE DIAT 3" INTERMEDIATE BASE COURSE - BM25.OA � 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL ABOVE. 4" N. BASE FROM ADJACENT 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO PAVEMENT SECTIONflm BE MADE IMMEDIATELY. \ /,\ /,\ /,\ \ /,\ /,\ /,\ /,\ /,\ /,\ /,\ /\ UNDER CURB BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 8" TYPE 21-B AGGREGATE SUBBASE COURSE 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 6" 6" 2'-0" Q 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE �+ G OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 24" VDOT STANDARD CG-6 CURB & GUTTER 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF SOLID WHITE LINE (TYP.) No Scale COMPACTED SUBGRADE 7:OOAM TO 9:OOPM. STOP 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND 4" DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. F- 12' (TYP.) TOP OF CURB R=2" 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER STD. MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF R,-, /�/� HEAVY DUTY ASPHALT PAVEMENT SECTION r 85 THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE STOP BAR DETAIL NOTE: STOP SIGNS TO BE 30" WITH ° g" No Scale OF SEPTEMBER TO FEBRUARY TER RYE, OR IN AND IILLETT. CONSIST A 50/50 MIX OF ANNUAL RTO NO SCALE HIGH INTENSITY SHEETING//�//� `'2 ""0 EXPANSION JOINT WITH MARCH AND APRI TO CONSIST OF ANNUAMONTHS CONSIST OF GERMA MYEGRASS L RYE, OR MAY THROUGH AUGUST STRAW MULCH IS /��/�� EXPANSION 1/a" SEALANT PRFILI F TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. n ::: >:S.URFACE;:;':;:;' ............. FILLER, "ZIP OOR C F 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE STRIPING & SIGNAGE NOTES & DETAILS 18" //\//\/ .<.'•; /��� NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT No Scale BASE //\//\/ ! SILICONE SEALANT 2" w 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY/\�/\� ,' .. °. " //�//�/ .4 10" 3,000 PSI AIR ENTRAINED PORTLAND O Q! BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY .. .. ... . ° .° ... CEMENT CONCRETE � EROSION CONTROL INSPECTOR./�/� ,' . .' 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING ,a VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ^ VDOT A-3 CONCRETE Z TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET ALUMINUM. COLORS: GREEN BORDER & SUBBASE ° 6 6,.... ,....., 6" TYPE 21A STONE COVER O STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A .. LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, ° ,+ + '.: ;'. EP/ FC/ GUTTER 41 GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. ° WHITE BACKGROUND. LENGTH AS CONTINUE 21 B STONE BASE �,1'� COMPACTED SUBGRADE CBR 11.2 %\�\/��\�����/\\/� ( ) Q 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE SHOWN ON PLAN FROM ADJACENT PAVEMENT � STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL P P AWM SECTION UNDER CURB 1 1 E INSPECTOR. DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS E 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 0 HEAVY DUTY CONCRETE SECTION 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND0 CURB CUT DETAIL VDOT STANDARD CG-2 CURB m Q DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) No Scale 1 I No Scale No Scale ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES PB1ALn U O 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, Sq0->� RE I�E 23'-O" 1 x 4 CAP OVER DOORS ONLY [a07AWWAYZ0, EXISTING PAVEMENT PROPOSED PAVEMENT A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT MAWAUX 2 ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1 x 6 6" HASP SIDING a SAWCUT THROUGH a MATCH EX. CROSS 0 Q V� 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. • 2.83' 2.83' 2.83, 6' 283' 2.83' 2,83' 5 1 x 6 EX. SURFACE w O SLOPE UNLESS OTHERWISE J 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 6' ABOVE PCC�LE 6' ABOVE BOLLARD (TYp.) TRIMMER X COURSE w SPECIFIED ON PLANS PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. FINISHED FINISHED w & REMOVE O O D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. GRADE GRADE CONC 4 x 4 METAL POST (TYp.) 1 x 6 CAP PAVEMENT PROPOSED = �� D 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR PAD 2' MIN. SURFACE L� BETTER ARE TO BE ACHIEVED. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE 6 x 6 METAL POSTS 12 STRAP 2"+ COURSE - 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR SIGNS AS RESERVED FOR PHYSICALLY 5' r Q DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DISABLED PERSONS. PROVIDE ONE (1) R-7-8 HINGE EXISTING 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SIGN AT EACH PARKING SPACE INDICATED ON PAVEMENT Q 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED ~ Q 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION WHITE) WITH GREEN LETTERS AND z 0 C �� INDUSTRY (29 CFR PART 1926). INTERNATIONAL WHEELCHAIR SYMBOL. SIGN MILL EX. Q� J ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES SHALL PLACED N STEEL POST o SURFACE COURSE BASE COURSE I � 1 Q J J B I NCR PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 11.5• (TYP.) SAWCUT EX. ,. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. PLAN VIEW EDGE OF PAVEMENT AGGR. BASE LLI J ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING W W C CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 4 x 4 METAL POST UNLESS 2 x 6 RAIL OTHERWISE NOTED 12" CANE BOL TS NOTE: PROPOSED PAVEMENT MUST TIE M � F- 0 C 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM (T�) ON PLAN OUTSIDE GA TE VIEW OUTS/DE EL TION 3 SIDES IN WITH EXISTING PAVEMENT O U) C!7 THE COUNTY EROSION CONTROL INSPECTOR. 1 x 6 TRIMMER w BLASTING NOTES ADA PARKING SIGNS 3-0" s-o" s'-o" 1 x 6 CAP 1 x 4 CAP ~ O � 0 cC> PAVEMENT REPLACEMENT JOINT DETAIL 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. No Scale 1 x 6 SIDING 1 x 6 CAP z oQ No Scale SITE PLAN LEGEND DATE DESCRIPTION 02/25/20 REVISIONS GRADING " 1 x s TRIMMER 3._D 1/4" SAG ROD 04/06/20 REVISIONS 10� w WATER TIC = TOP OF CURB WITH TURNBUCKLE METAL INSPECTION FRAME W/ SOLID LID EXIST GRADE I 3' 06/18/21 AMENDMENT STORM PIPE TW = TOP OF WALL (NEENAH R-1975 OR EQUIVALENT) 2 4 100 BW = BOTTOM OF WALL STORM MANHOLE J.1 x CONCRETE COLLAR CROSS BRACE 07/14/21 REVISIONS D B 100 TS = TOP OF STAIRS CONC. -- B BS =BOTTOM OF STAIRS DROP INLET &STRUCTURE NO. FC =FACE OF CURB 2 x 4 -� CRUSHED STONE BEDDING 2 x 4 RAILS STONE FRAME 4, i'' 6- D/ CLEANOUT .°� EP/ FC CURB EP = EDGE OF PAVEMENT 0 CURB & GUTTER EX. = EXISTING Vi PR P. = PR P ED CONC.---'�� I 1' OR AS SHOWN ON PLAN LIMITS OF DISTURBANCE APPROX. = APPROXIMATELY PLUG AT END WHEN NOT ALONG SIDEWALK X FENCE OF LINE INSIDE ELEVATION 3 SIDES XXX MAJOR CONTOUR -� �- 12" 3" CASTER WHEELS NOTE. ALL LUMBER SHALL ^ jv' O XXX MINORCONTOUR POST ELEVATION BE PRESSURE TREATED INSIDE GATE VIEW , TIC 725.94 PROPOSED SPOT ELEVATION 1 19120 CLEANOUT DETAIL DUMPSTER PAD & ENCLOSURE DETAIL CURB WIPE DOWN DETAIL Q PARKING AF °GRIMANDPM ERMCHRECTLRE,ING No Scale No Scale No Scale 181 171 161 151 14 131 121 11 101 91 81 71 61 5 4 31 21 1 C GRIMM AND PARKER ARCHITECTURE, INC. L K J H C F E 1, J C 17 16 15 14 13 12 11 4"MIN( 6" MIN 10 9 8 7 Expanded Steel Grate (Typ )� > N a LWO Eg)anded Steal Grata Ooenina Detail Not To Scale 9" -WELD (TYP.) 11/2" X 11/2- X 1/4" STEEL ANGLE (TYP.) - 2}-3 LB PER FT2 EXPANDED STEEL GRATE BASED ON LOW FLOW OPENING /16" HOLES AS SHOWN LD (TYP.) 1 1/2" X 1 1/2" X 1/4" STEEL ANGLE (TYP.) 1 1/2" X 1/4" STEEL 9" 3" 9" 3 9" STOCK WELDED TO BASE AS SHOWN GENERAL NOTES FOR TRASH RACK 1. STEEL TO CONFORM TO ASTM A-36. 2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION, 3. TRASH RACK(S) TO BE FASTENED TO WALL WITH 1/2" MASONRY ANCHORS. TRASH RACK(S) TO BE REMOVABLE. 4. TRASH RACK(S) TO BE CENTERED HORIZONTALLY OVER THE OPENING. 5. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY MCDPS PRIOR TO FABRICATION. ORIFICE TRASH RACK DETAIL '�'�- � 1.;�,�II - •- Ilan I _ y![q ' DIA X 8" LG. IWHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS. TYPICAL 8 PLA.CES-EQUALLY SPACED ON AN "I DIA B.C. Y I i o � i U CIRCULAR STORMWATER RISER I.D MANAGEMENT RISER O.D. DRAINAGE STRUCTURE RISER DIMENSION APPROX. I.D. O.D. A B C D E WT. (LBS.) 24 30 31 28% 7 11 27 24 36 44 45 412 13 19 40 58 48 58 59 54Y2 13 21 53 86 60 72 73 67 2 17 28 66 135 72 86 87 80 23 35 79 204 84 100 101 93 4 25 39 92 266 98 114 115 1061/4 22 38 105 305 TYP. AR WATER EMENT �. RISER I.D. I DRAINAGE STRUCTURE RISER O.D. RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 92 49 290 96 114 107 12 22 36 105 56 341 HIGH DENSITY POLYETHYLENE METAL NOTES. 1.A HINGED. LOCKABLE ACCESS DOOR SHALL BE PROVIDED ON ALL TRASH RACKS 2. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. IF THE TOTAL WEIGHT OF THE TRASH RACK IS GREATER THAN 75 LES OR COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO IF THE TRASH RACK IS TO BE PLACED ON A SWM-1 WITH AN "I DIMENSION BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. GREATER THAN 7'-2". SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK �VDOT REFERENCE FOR SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.07 DRAIN BASIN NON TRAFFIC INSTALLATION LRUSHEO STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ^ INLINE DRAIN _..IER CLAS GRANULAR MATERIAL MEETING THE REQUIREMENTS OF S I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM DI 1. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 5 4 CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER V2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TR FF R F R TO STAN ARD CG-13 CO M RC NTRANC 3 2 1 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK RAMP 121 MAX 481 MAX 4' 1- 10:1 MAX TYPE A PERPENDICULAR i T' 5` MIN - 7 17.1 12:1 MAX C}7v1. 1, }'• TYPE B PARALLEL ♦ Qp� �1Y6® T�irB71 . �llk. FII�III„IL,�11 Ile =�� A IC. E E D M E LPL E E (HEAVYTq TRUCK TRAFFIC)FOR CONCRETE DEPTH. q " HIGHER THAN EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ \ AT X )K . SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME 1r 6"-24" C-C ,n �� CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE - o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 Z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH -O 0 0 0 0 0 0 0 0 THE BACK OF CURB. 0-0 0 0 0 0 0 0 0 LANDING RAMP ci 0 0 0 0 0 0 0 0 0 0 o + v O 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 507.-65X OF BASE DIAMETER O O O O O O O O O O O O O O O TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB I_ 0.9"-1.4" L VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER _I f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVD❑T SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS DI-3A, 38, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINTS CONST. J •• • -'n •. c C=e0l �IIIIIIIIIIIII MENEM Y..•--------..-------------------• a a BA v ;UNIA il•1S yt. SHOICICLER > he. No. 040=0S I I Ap 07/ 1 4/202 1 O�F"rS/OVAL L i J Fes- i SECTION A -A No 0 KEYED CONST. JOINT i L-VARIABLE - MAX. 20' a) 2'-10" 2" WARPED O) N Y "{B,. 2._6„ I B 81. 31-0„ 2" APPER ROACH Q M f6 IIF- I1 iv BARS A GUTTER C/) >_ M I .00 03 = M B S G 9 t_ N BARS F BARS E LB 7v ° I 1t C3" DIAMETER � - � BARS E CD - p M � WEEP HOLE FRONT ELEVATION BARS F 8" 1,-8•• 8" BARS B Lu V - - - - - - (GUTTER REMOVED) , 3'-0" N C (3)/+" �NUH 5XI/+" BENT PLATE _ SECTION B-B /' R W TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CC-7 STANDARDS. se B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A - 1 GALVANIZED TYPE B /2' X 4" STUD SHEAR CONNECTOR WELDED ^^ GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. Cie CONNECTORS AND IS TO BE ANCHORED WITH X 4" STUD SHEAR NOSE DETAILS Q WELDED TO BENT PLATE AT 2'C-C. 2„ ^ APPR. PAVEMENT L.V �"; DI-3A �DI-38 L DI-3C L WARPED PAVEMENT Q Z -- �° G QF�-OW = FLOW FLOW ° p-O.� 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB C FOR USER SAGS WITHOUT GUTTER Z BOTH SIDES TO BE SYMMETRICAL NVDOT SPECIFICATION ry ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE I n SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 �f 104,09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS GP #21850 F NYLOPLAST DRAIN BASIN WITH STANDARD GRATE CONCRETE COLLAR TO BE LOCATED 6" BELOW w GRADE IN GRASS OR BIO-RETENTION AREAS. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. O `,.. 18" MIN WIDTH GUIDELINE f o_ 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL Q DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER O AVAILABLE (ACCORDING TO RECOMMENDATION Z PLANSI TAKE OFF) (MIN. MANUFACTURING (5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR 1 1 1 REQ. SAME AS MIN. SUMP) ANGLES VARIABLE 0°-360' GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE [Y E ACCORDINGTO PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 0 SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. z Q (3) VARIABLE SUMP DEPTH O ACCORDING TO PLANS _ (6" MIN. ON 8" - 24", 10" MIN. ON 30" (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS 4" MIN ON 8"-24" BASED ON MANUFACTURING REQ.) r AVAILABLE: 4"- 30" FOR CORRUGATED HOPE 6' MIN ON 30" (ADS N-121HANCOR DUAL WALL, ADSIHANCOR Q SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), Q PVC DWV (EX: SCH 40), PVC C9001C905, 7 CORRUGATED & RIBBED PVC WATERTIGHTJOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER O d (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, _ D 8.-30. CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE CV PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. U3 Q 1 - 81 30'STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 Q Q GRADE 70-50-05. 2- 12'- 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A5W GRADE 70.50-05. Q 8"&10'STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE z O USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. v ' 'CCL' 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN LJ- DETAILS. RISERS ARE NEEDED FOR BASINS OVER 64'DUE TO SHIPPING C 1 RESTRICTIONS. SEE DRAWING NO.7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 Q LLJ J ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CCNFER, DATE N-12 HP, &PVC SEWER (4•-24'). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 1-23-06 PHN (770) 932-2443 Nylo last FAX(770) 9322490 Ll 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE IU TO 360`. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN r� w .ay1olast-usxom uj REWSEDBY MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION NMH PROJECTNOJNAME �/3 6-12"-30"STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE TITLE 03.11-16 DRAIN BASIN WITH STANDARD GRATE Q 7-8'&10' STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT RATING. QUICK SPEC INSTALLATION DETAIL �>( J C DUTY BYEN IS FORBIDDEN,SPECIFIC WRITTEN DWG SIZE A SCALE 1:10 SHEET 10F1 DWG NO. TOOT-710144 REV H O PERMISSION FROM NYLOPLAST. Knocusr PERMISSION vJ :f U Lu F PROVIDE TENSAR BZ1200 COMPACTED SUBGRADE UNDERLAIN BY NON -WOVEN PREPARED PER GEOTECHNICAL GEOTEXTILE DRAINAGE FABRIC REPORT RECOMMENDATIONS MIRAFI 18ON OR EQUIVALENT BELOW STONE Qm�) DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION No Scale cI O O o0 cC) Z C/3 ono DATE DESCRIPTION 02/25/20 REVISIONS 04/06/20 REVISIONS 06/18/21 AMENDMENT 07/14/21 REVISIONS B C1.1 1 /9/20 OGRIMMAND PARKER ARCHITECTURE, INC. 0 Eel 171 161 151 141 131 121 11 101 91 81 71 61 5 0 0 E 18 171 161 151 141 131 121 11 I lol 91 81 71 61 51 41 31 21 1 ' GRIMMWPA4(ERARCHITEC-I1RE, INC. V `\ \ V. A 3'SHRUBS _396-----\ \ \ \ Z., �. \ o ' / / V ;U\,\TIL\\ M. SHOAAILIER y SL lIKLET W/GRATE g9R / / / // - - - - - - I.ic. \\ \\ \ \ \ \ \ \ \ v TOP=392.90' r r / / / / / / - _ _ _ - A 07/ 1 4/202 1 \ \ \ \ INV, IN= 390.05' 15" RG'P \ \ \\ \\ \ \ \ \ \ 3g3 _ INV. OUT= 390.05 24"RCP / / M \ \ \\\ I / /996 _ - -- 400� - lyl SDOUTLkTW/FES O \ \24"RCP INV= 389.69' -"�V' 93°3 4"DEC 3gA - , DECIL 391 395� _DES-' 0 TMP 130-25R II p to 1 / / \ • CALVARY BAPTIST CHURCH OF 3rCOTTSVILLE I \ \\\ \\ \ \ 1 \\\ \ \ \ \ 24"DEC o� ' / / �Ca� V /' 3' SHRCIBS / / 6" CEDAR / p0\' \ \ \ \ \ \ \ • 2 L DB. 768 PG. 335 \\ _ g �' ZC - - - - - ' DB. 1007, PG. 122 (PLAT) I / \ SDOtxTLET /SCO / - / / r ' ` \ L • W 15-RCMP'\ /' s �2",DEC / /' / / �' �' ` \ �� O �/ > 7NV--390.38' I l 3gT - _ v r / .4p2 \ \ \ \ \ \ \ ® Lu �Wi_W--09---W----W_ SWM FACIL lTY \ \ \ • 0 126"DEur // /'24"DEC / ��' ��' /��' /' \ �� \/z m GABION /Rl� �P I I / 399' / SO CURB INLET W%MHO , I , _ - - _ _ _ _ - - 404' / / \ \ \ \ \ \ \ \ \ BASKETS / / / TOP=401.36' J C___ TOP= 391.5+ / / 90/ / / lN_//lN= 396.60'18" ROP/ 0 r _ - INV. OUT- 4.61'18" RCP ___l/ / / 40 / -9 . - �6"DEC- 05 ///24;LEC � � - - '-4 5~D C�IJTLET W/ FES. � \ \ � -I' 0 SO OUTLET W/ FES/ I - a / ' /6"DEC \24"RCP24" RCP / r / / / r - - - a // \ //�/ // 4�-_-�\ TOP=4dt1.34'__INV= 392.93� /i/ I 1' - - - cc 40/LSD CURB INLET WlvMHD FLAGPOLETOP=404.10' lb AJ32yINV. OUT-�98.22'18"RCPK/ Y / / / INV lN- 398.36'15"RCP 0\ / ` I 1 I `$ 1 / / \\\ I /' /i' I ------------- II / O /i/ SDCURBINLETW/MHD \ I 1 I L _ / / /G \ / / , - // TOP=405.86' \ \ \ \ \ \ / < / / / / / b� I I \ `dl1V7Y T00.54' '15"R \ `f \ �80`5'46" \ \ J m INV O�/T= 400.38' 15" RCS\ \ \ ASPHALT PARKING LOT I I \ \ \ \ \ 100. 29+2HC 2 DEC 9� R / SD CURB INLET W/ MHO I I \ \ \ \ $ s 1 \ / S 0 PARKING SPACES w \ LISDTNL5�01,PRATE TOP-405.85'I I \ \ \ COP-7 / L INV. OUT= 401.75'15"RCP ' �'p , G� I II I \ w\ \ \ \ \ \ N p I ' TOP�39E911 \ O Qo I I _ \ \ \ 04 a) ' INV. N= 3�. i7''l RCS _ fir / U , - - \ r , \ \ \ \ \ 9' EXISTING 1.5" // r� 39 INV'OUT= 93�/1�„4\RCP I ` , , 406 \ @ \ \ \ \ \ \ ) a> N i / Q 1 _ WATERLINE \ \ \ _ - - - 1 1 \ \ \ \ \ Q co � II I\ \ \ \\_ �' `---- \ �/ '/ \\ \` µ \ SD CURB INLET W/MHD v ,/\ \ \ \\ \\\\ I � \I aiL m / I LSA \ \ \ \ I as > rn E TOP=406.36' �LSA / 6DE / 90 1 \ \ \ � �imN b / _ INV. 1N=399.92' 15" RCP \ Ci / s \ \ I 1 1 O 0 � E / 1-- Z av h' v SHED / / / \ 1\` II - O /-- //------------------------------ / ` o \ ®/Vl1ELL I WLL �v H ^ \ 1 _ 400 , _ - INV OUT= 399.85' 15" RCP / $ I I I as c) a� ,CONCRETE PAD ' 7 \ - \ / 401- _ / / 1 1 1 i Q _ I ( \ 1 M -6 L _ _ \ �l - / 2" DEC \ 1 I I I / ' II SHED_ / \ - / i ' / aaz' ' _ - / ' / ' I I / CV C N . 404' 11 1 ' " 90"DEC \ /l \\ I TMR 130�25�1 \ \ �/ / / 96 fJ€G` I I // \ 9"DEC / \ I "WELL LPT"I 1 I = - \ , \ / , , ao3' / ' , / _ . 407 I MAILBOX \ / / I 1 DB!13665, PG. 2115 (QLA�) i Lu I \ 404- i .406 - SLJNEE7•`W{Tt(GRATE I _ I I , \ I d I I I I I I ce - - _ - _ INV 1N=403.99' 12" STEEL L. \ I I 1 I I I f� \ Dom? / / , r / /' - 405 / / ' _ - _ _ _ _ NV. IN=400.75'4"PVC Ll _ONE,/ \ ASPHALT _ _ _ I \ \ 2 \DEC I I 1 I I I \ ASPHALT PARKING LOT i - -q07 , I Q / , I - - INV. OUT=400.65' 15" RCP '�,Q \ � \cc 1 \ 12 + 1 HL� \ I _ (FROM BLO) I\ I I PARKING SPACES -- - -- 1 / lil r \ 8"IDEC/'I�--------4oa-------------�\ 111 I '�r\ 407,_ \ / I a 8-DEC �p�yv�� I I 2" I, / 1 I I \ \ J � / COiC. / I I - - _ _ _ _ 409- -9=2 ENYOPLAST 1,1Y (2J i4�CNFR I I DOG OD ' ' - / \ 1 I \I I ryp0,00' I (' R D a GRATE, SOL�EDSSHOT- - - - \lf 11 o [f 'V✓ ------ - - - _ I 5$ Q bey \ \ I I I FFE 0 05.97' a I S81 I / \\ \ 4p3' CO C.3 I \ /' / 42" DEC D 2 3' DBL. DOORS - `r I I I I I O FFE=410.03' _ \ l'BRICK / LSA \\ 8"HOLLY WALL / \HANDRAILS, - I _ \ J ���11�� / CONIC. \ I BUSHES I I I I V WObD POST _ WIROCK v 3' DOOR -+• I \ I 1 I/ ' \ r \ WDODENRgM - - - ARMOR - , I I I /, ' 1 I I I GP #21850 I �I ETAL CANOPY 1 / l \ \ WOODEN RAMP \ \ - - - / �- COLUMN (TYP) HEAT PUMP / TOP DOCK / 1 ® \4L 404 I (2)3'DBL. DOORS ELEV=409.97' F IMP 130-25P X DOOR I G/ F MOBILE CLASSROOM l FFE=40597' / T-4' MOBILE ASPHALT COUNTY OF ABLEMARLE SCHOOL BOARD / I / / / / / U / / CONIC SIDEWALK DB. 523, PG. 620 ASPHALT o / / / I (38' x 23 j I (38'x 23�ROOM FFE=410Lo DOORS O I p / / / I / I 1 1 'SHED WOODPOSr\ HVAC/A/R PROPERTYADDRESS.' 7868 SCOTTSVILLE ROAD (16'x 129 W/CHAIN I TRANSFER UNIT / I / I / I / p0 CONIC. ON CONC. PAD (2) 3' DBL. DOORS 1 LEVEL BRICK 2 3'DBL DOORS FFE=410.01' 3' DOOR SCHOOL FACILITY \ \ UNDER r FFE=411.73' \ \ / GROUND OIL ` \ - TANK a06 - - - - - - , _ _ _ / 405 - - - 3' DOOR \ 5 STEPS OA>Fx Q I �FFE=410.05' 3' DOOR 3' DOOR LANDSCAPE h MOBILE I w/NANO /L I l I l I O Ap6/ L=a. I\ - - _ _ _ _ _EJ_EC. CABINET 1 3' DOOR X DOOR TIMBER WALL CLASSROOM \ // h / I Lull - r- - _ _ u T-1' ' I t a° ' � E GENERATOR O Z (44'X 23) � � � - ' (94'x769 L I I ° X DOOR 2 3' DOOR r /l /l 0 x I X DOOR ° FFE=409.99' 3 DOOR , , r / Z LEGEND `�, '--_`--� -- �' x � I � � FFE=411.66' 1 1 EXT. CONC. / Q - -407- _ CHAIN -LINK _ Ao�_ \ ASP ® SANITARY SEWER MANHOLE (MHS) _ - \ FENCETHi=9 J - - - / / / / BEAM I I 1L J' / J� z 0 CLEAN -OUT - - - _ _ _ _ / / Q Q G STORM DRAINAGE MANHOLE - - - " HS 4oa- _ SEWER PUMP' _ -A08 I TOP=40 .16' 1 r / Q RCP REINFORCED CONCRETE PIPE � / - / FES FLARED END SECTION - - - - TOP= 40740'i ' 1 EXT. CONIC. LANDSCAPE 3' DOOR INV. 1N=403.78' 8"PVC (FROM D) > / FFE=409.66' - - _ / ' / \ BEAM TIMBER FRAME LANDSCAPE INV. 1N=404.44' 4" PVC (TRAIL R) I 04 LIGHT POLE _ _ _ INV.= 404.4�' ELECTR/CBOX - - - _ �• _ - - _ _ - _ _ l \ (0.5 W) TIMBER INV. OUT-40 62' ASPHAL I Q 409- - _ - / \ FRAME I MOBILE J _ _ / 15" DEC X DOOR = -x FENCE - I \ BEAM (0 5 W) FFE=409.93' 1 \ / ° ce CLASSROOM O �, D �X`��� _ \ -------- - `_-_ _ BEAM IJc. \ I 38x23' e O O EDGE OF PAVEMENT (EPJ _ BEAM APP OXIMATE LOCATION OF / D 410- FOOD t- 6" SAN 0 EXT. CONIC. / P / ( ) �J `�8f - 409' - 409- -' - _ _ - -UGP - UNDERGROUND POWER NCECHA(HUNK \' � - - _ - Gc 0 \ / - 6 SrgN / C�� FENCE (HT=6J \ \ \ - - - - _ - _ _ •off \\ / \ \ - 6"SAN EXIS NG MANHOLE 14"CNF 0 Q OHP OVERHEAD POWER LINE _411 �� A / �/� CHAIN -LINK \ S,o UGP_ _ I _ s - W MARKED UNDERGROUND WATERLINE FE1VC-E (#lT=S;L - \ •S, - _ - - - , - - N ELEC. CAB kET - 9 DOOR BL. LANDSCAPE d , / / / / / Z Q HANDICAPPARKING \ \ \ \ - i � _ MHS 20" DEC POSSIBLE I / < , TIMBER WALL /� / / F- Q � UTILITY TRENCH / I I O Z \6tHA/N-LINK 410 T'S' TP=409.09-12'DEC, _ _ Avl%_ _ \ _ _ ins! SCAR / / p'l• / / / / / 1 1 1 O se DECIDUOUS TREE (DEC) FENCA (HT=12) / \ \ INV. IN=405.89' 2' C (FROM 'PUMP) 8" DPC- � UGP _ \ / 3' DOOR / / I a / / / JGQ / , / / - 1c� \ / INV. IN=405.94"4" (FROMBLDJ - - - - - - - ` ` _ _ _ _ ` - - -UGP - -UGP / 3' DOOR I ? / / / ! I l � LJJ Lu CONIFEROUS TREE / / qP\" J \ \ INV. UT=40579' �A ® BOLLARD, ORAS NOTED BALL FIELD/ \ ' ' / \ / / / / / \ \ \p �0/\ O // - JGQ/ , / O/P SHE I/O , O u-1 EloNC. CONCRETE // 'S•o U J U_� SW SIDEWALK y - - ' / ' - _ _ �!� C 0 SIGN ELECTRIC EQUIP. _ / l FFE FIN/SHED FLOOR ELEVATION r 4000NTED TO WOOD � �� -UGP- - - - �Gy / I ,l 0 (FJ PROPERTY CORNER FOUND I ' ' I / -\ SST q 11 \ -J 1, ssrEPs ./ \ /' // / / / l / (AS NOTED) PITCHERS -+\\ Z / ^ W/HANDRAIL / // / / / / / / / Otiy ~ DB. DEED BOOK MOUND �� PG. PAGE w a \ SWINGSEF''S// / / / O oO CHAIN -LINK m ," DECK 9 / �\ 6 / , / , CQ CONTOUR INTERVAL = 1' FENCE (HT=B) / 'O I I P / / / / / / / Lu Cf� � THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE ,' \ 11 MHS / / /' / // DATE DESCRIPTION DIRECT AND RESPONSIBLE CHARGE OF JOE MEDLEY FROM AN / MOBILE / / TOP=408.0� , 10 , / / ACTUAL GROUND SUR VEY MADE UNDER MY SUPERVISION; CLASSROOM �\ i J �/ /' INV. IN=403.97'6"PVC(W)II O2/25/2O REVISIONS / \ INV. IN=403.23'8"PVC/(NE) / / / / THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING / � � �'`; � ' 04/06/20 REVISIONS / \ / \ CANOPY \ INV. 96T=402.76' (TO TANK) / l DATES: APRIL 3&4, 2019. THIS BASE- MAP AND DIGITAL � \ ® Q \ \ GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM 2 �' \ j QP� // I Jp // MH$ / / / / I 06/18/21 AMENDMENT ACCURACY STANDARDS UNLESS OTHERWISE NOTED. / '41 1 / \P / ' A / TOP=407.69' / / / / , / / 07/14/21 REVISIONS B � \ I lldV. CENTER�3/97.29' NOTES; / - I I I A v / / ' G I I / / ' / ' / / MHS / / r/ ' ' / 00 00 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA / I l / / / I I / TOP=4�(6Y / , / / / Q STATE GRID, SOUTH ZONE . VERTICAL DATUM IS BASED ON NAVD 88. - - - - _ _ l 3"X 3" / I I l / ' INV. C NTER�97.Yl' /poi r r / / / / Op z DATUM ESTABLISHED THROUGH LEICA SmartNet o COLUMN (TYP) 2. TOPOGRAPHIC DATA DEPICTED HEREON IS BASED ON CURRENT 6"DEC ` I ' ' / / / FIELD SURVEY BY THIS FIRM SANITjI Y GRINDER PLdMP / / / r / / r / SCALE 1 "=20' TOP-409.08' ASPHALT I / PLASTIC / /' COCKED SHUT ' d' / / 0 20' 40' 3. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH 8" DEC COURT 1 / RETAINER,, / ' / / / / / r / ARE NOT SHOWN HEREON. / , / / , ' / � / / / , / / / / ' / , 119120 4. UNDERGROUND POWER SHOWN HEREON FROM MARKS PROVIDED - - - - - - _ I , / / / / / A BYALBEMARLE COUNTY. - - ' - ` ' - - _ _ \ r , / / / / / / / / p0) / / / n CaRIMMANDPARKER ARCH IiECTLRE. INC. 11 181 171 161 151 141 131 121 11 I lol 91 81 71 61 51 31 21 1 181 171 161 151 141 131 121 11 I lol 91 81 71 61 51 41 31 21 1 GRIMM AN) PARSERARCHITECURE.INC. \ •\ \ \• \ \ 3'SHRUBS \ \\ \\ \ \\\� `•---,'/ / '// / /'/ /r /------------398----- Jr�;F:\LTHOp 3p-396 3/L/ \ \ \ 0 REMOVE -AND -REP _ E SIGN. \\ \\ \\ '9�\ p n\ RELOCATE PE YO PLAN. REMOVE _ _ / / ,' / / / / / ` " ._ \.q1L\\ M. SHO\C\LTCR y SO INLET W/GRATE - - - - - - 70P=392.90' '' /r / /r // / __---'' \`- `` 07/14/2021 a \ \ \ \ \ INV. IN= 390.05' 15" RG'P \ \ \ \ \ \ \ \ .393 - INV. OUT= 390.0524"RCP , ��' / r / / ` tp %\� ------ -- - // r / /r / // �`\ sS1ONAIV-PC 400 REMOVE\\ \ \\ I\ SD OUTLET W/FES \Z o0'I �\\\ \ \�4„RCP \\� ;593'r\ }[ 3 / I \ INV= 389.69' } L`l/ ' DEC 9� \ /� ,�,�,�, DECIL \REMOVE\. / STORM PIPE ' \\\\ / � / r ' 39 / . ' \ \ ` � ' 0 \ / ��395 13 C\\\\\\\\\\\ \ J p V / / ` • fY I \ \\\\\\\\\\\. \\� \\\ X SHROBS / 6" CEDAR o\' TMP 130-25R ' \ \ \\\\\\\\\\\\ \\i� DIEC �, / / � � _ � / / / / CALVARY BAPTIST CHURCH OF 3rCOTTSVILLE \ \ ) � � � \ 6 C _ / A - • \\\\\\ \\ ' 24" 2 _ _ r ANB REPLACE SIGN / > DB. 1007, PG. 122 PLAT / \ ` \ \ \ � \\\\\\\ ' \\\\ ' - � REMOVE / _ >C� / � / _ _ - ' , , � � - � \ � \\\\\\.\\\\ SD O(x \LET / SCO A LOCATION. 2„ DEC / r / / r , ' ' \ e \ \ \ \ \ G oui 390.38'4021 0 • W ,,�/\•� ,c� / /`NTH Ai �' MO\FE STORM sa \ \ 1 / 'ISF ASP ALT TO ATCH - - , j w- _ _ _ - - - _ ♦ • \ • Q PE �j SECTION M & 398' PAV ENT S ON C4.0. � / ' / / - �:` - - - w �-�403= _ _ � \ \ � ` \ � Al • O // 1 \ I M / REMOVE �' / /' / w� \ - -f\� \ `♦ 0 SWMFACILITY / \ \ / LIGHT TGRE a 24"DE - - / \/z REMOVE / 126" DE 3 SO CURB INLET W%MHO _ - - _ _ - i \ m ; GABION R /lIilR J/E} I � E OVE INLET TOPS � _ qp4 4P / 1 \ \ \ \ BASKETS / / / / l / � TOP=401.36 ' � ' � � - ' � - / � \Ao ` \ � \ \ � \C\\\\ / , / lNJIIIN= 396.60' 18" RCP , ' / 1 I I I I I TOP= 391.59- / l / ' s. \ ` \ fY / / . \ K \\\\\\\\ 1 I I I I I L ITS 06 / 0 / - - ' INV. OUT- 4.61' 18" RCP i ` / ' \ ° 40 - - , ' %6" DEC \ REMOVE / WATERLINE / ' _ _ - - - - - l - 4 5~0 TLET W/FES K / \ \ \ \\\\\\�. 1 I I \ 1 11 / - / i --- / 24" EC _ 05 / // ' 1 \ °\ ° I 0 I I \ ) \ SO OUTLET W/FES '� , / \\, r REM9\/AL ' KpvfUV TORM tit c 6 DE \24"RCP f/ f r i '406 TOP= 4dt1.34' 1 � \ \\\\\\\\\\\ 1 I 24"RCP / / ` \\ / / C\\\\\\ / / / / FLAGPOLE \ /NV= 392.93 , Apt" / LSD CURB INLET Wl"MHD ��� TOP=404.10'/ r I - \ \\ \)q\\\ INV IN= 398.36' 15" RCP ` \\, 2' y INV. OUT ��98.22' 18"RCP , \ \\\\\ I t \\\\\ ��� AJ3/ ' - -- -- --- - \ -- \\\\\ SO CURB INLET WyWHD \ \ \\ \\ \\ \ \ \ \\\\ \ _ �r, TOP=40 400 S . Rp3' L/ - 4WYN= .54' 15" RC� \\\\\ \\\\\ II 1 I ^\\\\\\\\\ ' r�\'�\\ / \ \ I /�'� / r/ / - II i INV OJT=400.38'15"RCS\ \ \ \ \N80` \ \ CLEAf2 AND G UB 1 �\\\\`\\. k ' ' / I I \ 1 \ Fa m \lam\\\\\\\\\\\\\\'t\\\�(\\ W09DED ARE/p 1 �\4\\\ \\\\\ 1��\\\\\x\\ . / i'\� \ // / jll ASPHALTPARKING LOT 100. \\ \\\\\\ MOVE 29 + 2 HC PIPE II \ \\ \\\\\\\\\\\\ \ \ \ " PARKING SPACES \ S' SD CURB INLET W/ MHO 11 / \ \ \ 2 DEC R - - TOP-405.85' \ 1 REMOVE DUMPSTER - ' 4t i \ / 11 \ o \ \\\\ / 9 I I \ \ \ I � I \ \ � p / L INV OUT= 401.75' 15" RCP ENCl\OSURE PAD '•, I AND BOLLARDS. _ r Iu �' UKID WALK y' I I o \ \ \ \ \ c� C v SD INLF / RATE cs II \ w\ \ \\ \ \ N O / TOP 39E911 \ r / R JOINT o \ \ \ \ N N \\ REMOVE ISTING \ / INV. N-39 .�1''l RCS - QO u \ rn L I \\\\\\\ MASONR SHED. - REMOVE / / EXISTING 1.5" - - \ : \ \ \ ) N N Y -- / 1 \\\\\\\ WATERLINE \ 4 _ - - \ \ L Q t m i \\\\\\\\ • I LIGHT FIXtURE 11 / 398 IN .OUT= 93�/1' 4\RCP I 405- \ \ \ \ \ ) SO CURB INLET W/MHD LSA v \\ /!\ \ \ \ \\ I C E Q) LSA l / \90 ) \\ \ �\ I L N N E d03 l(, I \\\\\\\\\\ \ \ \ \\\\\\\ "c h 1 \\\\\\\ \\ \\ a SHED / _ - / 6"DEC / \ \I \I H1 N E H ^ 1 \\\\\\\\\\\\' (92'x16)vea / /��/ / ,400� - _/'/ /// \// /� It OUT=399.8515 - U /,--/------------- -------------- - - -- // s\\ oo 1\ ELL I w�0� k / / TOP 406 36' � _ \ _ H _ INV IN 399 92' 15"RCP 1 I 1 /NV "RCP l 1 \\\\\\\\\\\\\ CONCRETEPAD - / - \ / / _ 401- ' / 2'� DEC I _ / ' / ' 10"DEC / ll a I g ( \ 1 I I I N-c= N 1 I N U F 402 ' - - - ' _ / y / 9"DEC // \ I 2 1 1 \\\\\\\\\\\\ / c / I I / / I 1 DBE 3665, WELL 2�5 (pLA�) 1 (/ "x 12J REMOVE LI ' � � -403' � _ _ MAILBOX 1 W FIXI REr _ _ Y _ 401 / 1 \\\\\\\\\\\ 1 / - /404�' i ,406 SOJN-E9"WATkt GRATE I_ _ I I I I _ _ � / � _ - ' TOP=4�8B4� \ TI ' INV 1N=403.99' 12" STEEL REMOVE E'XI�. TING � � � _ _ - - � ' � o ASPHALT � I WATERLINE 405 _ _ -a07 - - - - c Qo \ _ _ _ 2 DEC 1 I 1 I I / NV. 1N=400.75'4"PVC U N \ I _ _ (FROMBLDJ INV. OUT=4 . / ,Q� \ / / / 8" EC/ - _-408___-----__- 0065'15' P 11 \�/ \ I 1 I I 'RC 1 / ��\��\ - - - - / 4 \ I I I I \\\\• ) RELOCATE EXISTING ` / � I 8"DEC � I I 2" I � � � � / \ 1 \ I I SHEDS ON SITE PER COII(C. I I - - - - _ - - _ 409- - -9=XENYOPLAST (2)i4�CNFR I I DOG OD _ _ / ` 1 I I I ry00,00' (� GRATE SOL7•EDSHOT- \�\ \ OWNER DIRECTION. R D 3' DOOR ` I I a b'y . FFE=405.97' roP=4os.or \\\\ \ l 1 3 I OLD WELL WHICH HAS BEEN / CO C. PREVIOUSLY CLOSED IN DECEMBER /_ \ / 42 (2) 3' DBL. DOORS " DEC \\ / AD 2008 PER VIRGINIA DEPARTMENT OF e LSA \ 8"HOLLY \ I / �/I I / I \\\\ I HEALTH STANDARDS. -- _ \ YHANDRAILS, I I 1 I JI I I f FFE=410.03' V RRICK \ `. J / I II REMOVE SIGN WALL ' \ 1 CONTRACTOR TO REMOVE AND f I ROSE\ DISPOSE OF M BILE CLASSROOMS AND I/ f 1 I 1 / CONC. BUSHES I I I I 1 REMOVE / REMOVE WOOD W/ROCK 3'DOOR WOOD POST I/ \ - ALL ASSOCIAT FOUNDATIONS, / WOODENI?A // '+ POSTS�TYP) i ARMOR 1 `\ UTILITIES, DECI SAND RAMP$, FLOWER I /I I I I I I GP #21850 / \ �\• \\\�• \ ETAL CANO V WOODEN RAMP / CjQ1�) roPDocK HEATPUMP o BEDS, ETC. DUPING THE SUMMER OF / \4L . REMOVE / I ELEV=409.97' ? R / / l / I I I \\\, 404 _ (2) 3' DBL. ODORS 2021. REMOVE POWER, SE\I1fER AND / I C MOBILECLASSROOM TMP 130-25P Q \\\\ \\\ REMOVE _ FFE=40597' 3'DOOR ` WATER BACK/TO NEAREST FEED, 'T-4' COUNTY OF ABLEMARLE SCHOOL BOARD MANHOLE, OR CONNECTIO AND / / / / / I L3 MOBILE CLASSROOM DB. 523, PG. 620 \\\ (38'x23) T-3' (Z)3'DBL. DOORS C1 / = c DISCONNECTIAND PLUG O CAP AS/ / / / / � °� W / t REMOVE! PROPERTYADDRESS.' 7868 SCOTTSVILLE ROAD U NECESSARY/ ONCE CLAS ROOMS ARIt FFE=410.05' O a \\\\\\ \\ HVAC/A/R \ REMOVED O'ONTRACTOR HALL SHED WooDPosT\ I I REMOVE L'L FOUNDATIONS / / / / / O � (16'x 12) W/CHA/N TRANSFER UNIT REMOVE COMPLET LY AND GRATE GRAD AREA ! / I ON CONC. PAD (2) 3' DBL. DOORS I E A / <r / � 1 I \\\\\\\\\\ -yp _ FFE=410.01' I l \\\\\\\\\ ' S� - I TO HAVE VEN CONSISTENT SL E I I\\\\\\ REMOVE CHILLER 1 LEVEL BRICK �� (p,s \\ ' CONTRACTOR TO REMOVE REMOVE t- 1 (2) 3' DBL. DOORS SCHOOL FACILITY 3' DOOR TOPSOIL REA AND STABILIZE. Q / / \ UNDER AND PRESERVE CONCRETE PAD. \ AND DISPOSE OF MOBILE r FFE=411.73' \ I l RELOCATE EXISTING / GROUND OIL '� \ I I l l ~ \ \��. •\\\\\, CLASSROOMS AND ALL - ¢ EXISTING TANK TO REMAIN ll�® REMOVE \ REMOVE I / SHED ON SITE PER TANK p 3' DOOR 5STEPS 1 \�\\\� AS CIATED FOUNDATIONS, - - - 3' DOOR �° OWNER DIRECT+ON_ / GENERATOR TO BE REM 6/� x 1 LANDSCAPE h MOBILE 1 I l I O \\\\\ UTILITIES, DEC�CSANIO \\\\\\ � SALVAGED AND -oATE � ¢ FFE=410.05' 3' DOOR wrHgNO /c \\\ RAMPS, FLOWER BEDS, ETC. - _ _ _ CONTRACTOR TO REMOVE THE EXISTING / L=8' - - _ - _ _ l I TIMBER WALL CLASSROOM \ l h l z _ RETURNED TO OWNER _ _EyEC. CABINET 3 DOOR 3' DOOR _ 1 I / � I I W C E �\ DURING THE SUMMER OF UNDER_GROUNl?6§TORAGE TANK AND PIPING IN REMOVE (44'x23J $ I E ` \\\ 2024.D2€MOVE POWER, ACCORDANCE WITH; TITZE9-(ENVJRQNMENTAL) OF /' GENERATOR I- / \. ,SiEWER AND WATER BACK ` - - (94'x769 I I ( X DOOR REMOVAL OF MOBILE 3' DOOR 0 t\ - -407 - VIRGINIAADMINISTRATIVE CO, AGENCY \ I 3' DOOR / / / _ \ TO NEAREST FEED, - 3' DOOR CLASSROOMS AND FFE=409.99' (DEPARTMENT OF ENVIRONMENTAL QUALITY), - - REMOVE X `` / 1 EXT. CONC. ASSOCIATED SITE WORK SHALL FFE=411.66' 1 / - - - _ MANHOLE, OR CONNECTION CHAPTER 580(OMFROROUND STORAGE TANKS), CHAIN -LINK J A�� \ / SAW CUT WALL VERTICALLY. BEAM l Q AND DISOOf3NECTAND -I`Lt1P -SECTION 320 (PERMANENT CLOS F,AND CHANGES -IN FENCETHi=9J - - - / l / REMOVE SECTION TO THE COMMENCE SUMMER OF 2021. HS J/ I O OR CAP AS NECESSARY. S1=f�i/1C� AND ALL OTHER STATE ANDSED@RAC _ _ _ _ � ' � REMOVE � Jc� I WEST AND PRESERVE j I I � / r\ CONTRACTOR SHALL REQUIREMENTS. OONTF�ACTOR TO PROVIDE A COPY ` - /' SEWER'PUMP' _ _ 408 1 SECTION TO THE EAST. TOP=40 .16' 1 3' ODOR REMO)�E 4AbL-FOUNDATIQN.9 - \ PERMITS TO OWNER B1FORF� BEGINNING WORK. �' TOP= 407.40', ' \ EXT. CONC. LANDSCAPE > / / BEAM TIMBER FRAME INV. 1N=403.78' 8"PVC (FROM D) / / FFE=409.66' COMPLETELY. (TANK IS A 10,000 GALLON UST INSTaLED 19/1/1992. INV.= 404.46' / \ LANDSCAPE INV. IN=404.44'4' PVC (TRAIL RJ / G X� - I \ (0.5'W) TIMBER / REMOVE _ M _AC_TURER, XERXES. TANK GAUGE- - - - - - INV. OUT-40 62' / Q /' - 409' ' - - _ �X � - - - - - , TLS`2rrLS-350) - - 4MOVE IN / REMOVE FENCE (a yy) o e MOBILE / J i CLASSROOM STH NEWA PUMIONP / \ 15" DEC EXT. CONC. 3' DOOR I 'T 2' / Q _ - WITH NEW PUMP BEAM FFE=409.93 D / ��X I'Coo ` INSTALLATION. - - - - t-6"SAN - 0 EXT. CoNC. / P� (38'x 231) = L{) REMOI��- ` ` E _ 409" _ 409- BEAM APP OXIMATELOCATIONOF / L D REMOVE CHAINLINK FENCE CHAIN -LINK B 1w� _ - 0 0 \ -6"SaN - ` TO THIS CORNER OF BALLFIELD FENCE (HT=6) \ �� - - - - - - _ _ _ cq� \ / \ - 6'SgN EXIS NG MANHOLE 14"CNI V REMQVE WOOD - - - - - - \ - -/ \ - 7- o� Q -491� _ _ _ - - - REMOVE BENCH � _-�U� - - _ // 6-. CHAIN -LINK q (2) 3'DBL. / COORDIN E REM VAL F POLE rl FE1VC-E XT s _ \ - - ` - ` _ - - r l 2 DOORS ELEC. CAB��iET/ LANDSCAPE d 9 Q Q Q � POSSIBLE I / tIMBER WALL /= P/I�1D POWER LIN TH UTILIW Q \ I / \REMOVE \ \ MHS -12' _ _ _ _ _ b z 0 T'o \ / _ P=409.09' ` a UTILITY TRENCH , r / / / WNER�F NO GER/IN USE z s/ eHAIN-LINK \ _ \ - SCAR / / / Rp1 / AFTEFLFIR IF POLE HAS FENCr (Hr=921 \ (FROM'PUA D UGP- _ _ X DOOR / / I / LIGHT// S'f KEEP P R FiOLE / Q / / \ UGP - -UGP- X DOOR _ \ \ (FROMBLDJ - / / ? / / AW IGHT �-.\\ UT=405.79' /�----�, /w' --- ��00a �\/� //�P p// / �� SHE / BALL FIELD I �\ � // \ _ - �0 / oA // _OBi / oyo / /oy / Z I 1 1 _ ELECTRIC EQUIP. \ �\ _ � / C REMOVE WOOD / IKOUNTED TO WOOD - UGP- - - - / / / / OyP BENCH I / POSTS / / l / REMOVE I 5 STEPS O� /�\ I PITCHERS-+� ^ W/HANDRAIL / / GP / / / / / / Oy� COC I MOUND a Z / _ \ 1 \ \ / / / /J / / / / / / r G O 00 / REMOVE T W \ SWINGSEY'S / / / / / / CHAIN -LINK m /' DECK A 9 / P� 6 / / / / / / // / ONP w L� aQ / FENCE (HT=B J / I I y /r ' /lb MOBILE \ 1 / UGi / / /TOP=408.0� MHS/ / / l Cti / 1 / / / DATE DESCRIPTION RIPTION / ` J INV.1N=403.97'6"PVC(w) p� / / / / 02/25/20 REVISIONS CLASSROOM \\ / INV.1N=1103.23'8"PVC/(NEJ / / / / / \ MOBILE CLASSROOMS AL REMAIN. \ ` /Fo // / 04/06/20 REVISIONS / \ CONTRACTOR TO ENSURE ALL UTILITY \ / \ CANOPY \ INV. 96T=402.76' (T/Q TANK) / l INFRASTRUCTURE FOR MODULAR CLASSROOMS \ ® P�Q / \ \ I GP / MH$ / / / // / 06/18/21 AMENDMENT REMAIN IN PLACE UNDISTURBED THROUGH // �P? // ' i A /J // / // / 07/14/21 REVISIONS CONSTRUCTION / \ NV. CE TE / /OdV. CENTER=3'97.29 / LEGEND: ® / MHS TOP= 4�6/1/' REMOVE HARDSCAPE Q - - - - - - �972' & GRAVEL z V D TER / o COLU44N (TYP) •\\ CLEAR AND GRUB \ I / WOODED AREA / 6 EC ( \ \ / ' /' �' SANITjKYGRINDERP P rr rr / SCALE1"=20' I SLR ASPHALT / / / / PLASTIC8" DEC COURT TOP-409.08' / / / off. / / REMOVE TREE I) / ' RETAINER , r / ' , COCKED SHUT] 0 20' 40' C2.1 / / / d / / _ _ _ _ / / SAW CUT CURB SIDEWALK OR ASPHALT (SIDEWALKS 119120 AND CURB TO BE CUT AT p -14 �,/ // /// /// /// / / /// /// p02/ // NEAREST JOINT) A 7,1 / / / / / / / / / / Ce GRIMANCPM ERMCHRECTLRE,ING 18 171 161 151 141 131 121 11 I lol 91 71 6 F 41F 21 1 T L K J C E J C 18 a GMIAM AN] PARSER ARCHITEC-URE.INC. 171 161 15 141 13 12 11 101 91 81 71 61 5 41 3 BUILDING GROUND PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE GLO 3 ACER RUBRUM 'OCTOBER GLORY' TM OCTOBER GLORY MAPLE 3.5" CAL. B&B GIN AUT 2 1 GINKGO BILOBA -AUTUMN GOLD' TM MAIDENHAIR TREE 3.5" CAL. B&B FLOWERING TREES QTY BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT AME ARB 13 1 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 2.5" CAL. B&B GROUND COVERS IQTY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT CAR SED 148 1 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 1 GAL. CONTAINER PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ECH FUR 19 ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL. CONTAINER SED AUT 9 SEDUM X -AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. ICONTAINER PLANT SCHEDULE PLAN VIEW: 7 HEIGHT VARIES WITH PLANTS 12" MIN. GROUNDCOVER PLANTINGS NOT TO SCALE EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH 4" MIN. VDOT #57 STONE BELOW BOARDWALK ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES CONCRETE FOOTING - 3000 PSI @ 28 DAYS STEPPING LOGS COUNTERSINK REBAR - AND CONCEAL WNVOOD FILLER 16" MAX HEIGHT - STACK - LOGS AS NEEDED TO ACCOMMODATE GROUND SLOPE MULCH --- BALANCE LOGS , 1/2" _ ,'-D" 12" MIN. DEPTH PLAYGROUND MULCH - ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES — COMPACTED SUBGRADE - 95% S.P.D. BOARDWALK SECTION 1 1/2" = 1'-D" 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT � LANDSCAPE FABRIC - TURN UP AT EDGES SLOPE 24" LONG #4 REBAR - MIN. (3) PER 8' LOG SECTION 8-12" DIA. RECLAIMED LOGS FROM SITE NOTCH LOWER LOGS TO RECEIVE CROSS MEMBER SHIM AND LEVEL AS NEEDED TO STABILIZE � IIIIIIIIIII - COMPACTED SUBGRADE -95% S.P.D. ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 4x4 RAIL - NOTCH FOR DRAINAGE 1 x 10 RIM BOARD BLOCKING AS NEEDED 2 x 8 JOIST - ATTACH WITH HANGERS 2 x 6 DECKING 2 x 8 BEAM 4 x 4 POST - BEYOND 4" MIN. VDOT #57 STONE BELOW BOARDWALK ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES SUBGRADE 21 1 ED PING JGS 12" MIN. DEPTH PLAYGROUND SURFACE MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES COMPACTED SUBGRADE-95% S.P.D. 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS I IIIIII IV —I HE II IIIIIII IIIIIIIIIIIII � III -III -III IIIIIIIII-III � IIIIII-III III I II � II I I III -III -III I1 I �IIII I I I COMPACTED III1 1( 8"x8" CONT. VDOT #57 SUBGRADE - 95% STONE WRAPPED IN S.P.D. ROT RESISTANT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN -CONNECT TO DRAINAGE SYSTEM MULCH UNDERDRAIN 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS SOD - SEED SPECIES MIX TBD 8" MIN. DEPTH GROWING MEDIUM - BLEND OF 80% SAND AND 20% SAND \ LOAM 111181fV'I I I I I I I I I I I I I I I I I I I�,I I I COMPACTED SUBGRADE - MAX. 80% S.P.D. SOD TO MULCH DETAIL 1 1/2" = 1'-0" \\ \/ 12" MIN. DEPTH PLAYGR OUND \\//\\ MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES IIIIIII-(III COMPACTED SUBGRADE- 11 III 95% S.P.D. 4" MIN. VDOT # 7 STONE WRAPPED IN ROT RESIST NT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN - CONNECT TO DRAINAGE SYSTEM P-ED-SCO-10 ,W.H . C "III wo. 14 06/18/21 mErA c O IL CN C U N L N N Y Q M J) > M CL c > rn E 0 Q) E cl) Hcu wLL o� c)-0 �- C14c4s UH Ll� Lu CL 0Q G Lr�n V GP #21850 I___ F U L1J O 11 Lij O Q O z E 0 z Q z O 0 a Q J O rn _ 2 D CV Q [� z Q W O LZ W L1J J J W J /� L1J � v) H- J cD G c < C/3 ao W O cc> Q C43 ti DATE DESCRIPTION D2/25/20 REVISIONS D4/06/20 REVISIONS 12/03/20 REVISIONS 06/18/21 AMENDMENT B L4.0 BOARDWALK FRAMING PLAN BOARDWALK SECTION A \ v / 1/2" = 1,-0„ 1 1/2• = V-0„ �/ 181 17 161 151 141 131 12 ill 101 9 BOULDER WALL DETAIL 1 1�2" = 1'-0" 81 7 61 541 3 P-ED-SCO-11 2 1 /9/20 Ce GRIMANDIMKERMCHRECTLRE,ING A 1