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HomeMy WebLinkAboutSDP202100052 Plan - Approved Minor Amendment 2021-09-16M I 2 a J a I G C C m © GRIMM AND PARKER ARCHITECTURE, INC. 18 171 16I 15 141 13 12I 11I 10 9 81 71 61 51 41 31 21 ILAN lots] 1 &11 11 *4 E5 1 47LIll Sol � � � • �' 1 11111 COUNTY OF ALBEMARLE, VIRGINIA SCOITSVILLE DISTRICT 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 35' REAR 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 l MENDMENT #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. THREE REPLACEMENT LIGHTING FIXTURES ARE NOW PROPOSED ALONG THE SITE ENTRANCE. NO NEW EASEMENTS H�VE 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. 09/13/2021 VICINITY MAP SCALE 111 = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTfESVILLE, VA 22902 CONTACT: JOE LETfERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTfESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 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 (BY QLQ ENGINEERING) -DOMINION >, L1.0 f LANDSCAPE PLAN L3.0 DETAIL LAYOUT AND MATERIALS PLAN L4.0 DETAILS E501 ELECTRICAL SITE PLAN E502 ELECTRICAL SITE PLAN - PHOTOMETRICS E503 ELECTRICAL SITE LIGHT FIXTURES TOTAL SHEETS = 14 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. APPROvE'D by the Albe,made County C rwwlk development Department Date - File S P r"Z 0-2-1 000'5 �. 0 O� IW o cc � � L e �! Uj W • Z = o Oz a • • �o �o ce K J O U _ rn N N I' N Q > � M Qj LO N E � � 4- H (D 0 o co W L- L ,t M-0 �— �c�Ula) UJ .1112 GP #21850 t— F L7 W C1_ C> CD Lu E 7 CD 1--- v �-z C:> C3'> _ D cc� �=C r__1 C:> W fj:f W W J w� Liu C/:) C Of c� O c-' Lu o 0 0 C-C> U Cf3 r DATE DESCRIPTION 2/25/20 REVISIONS 4/06/20 REVISIONS 16/18/21 AMENDMENT 7/14/21 REVISIONS 9/13/21 REVISIONS B 181 171 161 151 141 131 121 11 101 9 81 71 61 5 2 3 2 C0.0 1/9/20 ©GRIMM AND PARKER ARCHITECTURE, INC. I A 18 1716 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 �GRI�,MAPNO PARFERARCHiTECTURE, INC. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF SEE ARCHITECTURAL TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. DRAWINGS FOR 12" MIN ra<f/f 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS HANDRAIL DESIGN (TYP.)} BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5ARa: 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING O i� ,. ................. . ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). (PLACED IN SINGLE LIFT) 91�t?;'f td, 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS' 4" DIAMETER STEEL „ 8" TYPE 21 B AGGREGATE BASE COURSE t f. lfnU�JS't .1 � � r SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 3 -0 d PIPE FILLED WITH E TYP.) EXP. O DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS SUBGRADES OR OTHER ROADWAY CONSTRUCTION ( r 5. UPON CONCRETE. BOLLARD , / / PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN SHALL BE PAINTED JOINT \\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\/°. COMPACTED SUBGRADE/II,�t,"#� GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE 7-1/2" INISHED M 'LENGTH YELLOW 12" MIN M CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. GRADE 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 0.5' FROM EP (TYP.) 12" 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE 5" 4' (TYP.) CONCRETE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND 3'-0" I ° SPECIFICATIONS. PAVEMENT 1/2 R 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR P (MAX.) REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 2'-0" DIAMETER FINISHED GRADE „ 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. CONC. FOOTING WASH 11-4" Q 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE 8" qr- _ EXP. <• °.. . °' ,. RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE JOINT 4 LIGHT DUTY ASPHALT PAVEMENT SECTION REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. S CORE DRILL CONCRETE FOR No Scale 3 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 1/8" HANDRAIL POST, EMBED HANDRAIL A O o CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM ANCHOR WITH 5/" REBAR '�/ \ : /i�///�/�/ WASH MINIMUM OF 6" BELOW FINISHED R= Y CONTROL JOINT SPACED 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' ',.: ' Idl GRADE AND GROUT TO THE FULL AT WIDTH OF WALK (MAXIMUM) • _ PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION 2 PER WHEEL STOP �° g" 5" # 57 STONE DEPTH OF EMBEDMENT (TYP.) ...:® L OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS INCLUDING SERVICE LATERALS AND SLEEVES SHALL BE COMPLETED .' .`4. + #3 REBAR 12" O.C. NOTES: `,' 4..• EXPANSION JOINT AT MAX OF 30', WITHLu PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 9� °. 1. FINE BROOM FINISH ALL STAIRS. /4. :. PREMOLDED EXPANSION FILLER ® > 1'-0" ° (2) #5 REBARS, BOTTOM CONTINUOUS, 2. RAIL ON BOTH SIDES OF STEPS ui 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL ° LAP 2'-2" AT SPLICES FACILITIES AS DEEMED NECESSARY. T3 °' PER PLAN 14. A PRIME COAT SEAL BETWEEN AGGLREGATE 3. SEE PLAN FOR RISER HEIGHT (rl E THE A GRE ATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 PRECAST CONCRETE WHEEL STOP LZ OLLARD DETAIL COMPACTED SUBGRADE 4. MAX. CENTER TO CENTER SPACING O Q GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 3 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST No Scale Scale BETWEEN STAIR POST TO BE 6'. ADD Z 1 4 CENTER POST IF NECESSARY TO CONC. WALK Q WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. MAINTAIN MAX. SPACING � 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 t"4 THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE CONCRETE BUMPER BLOCK LNS: ERIOR STATRS ''' " > COURSE(S). ANCHOR WITH 5/8" REBAR °•° q<.. • . d 4. 'a.q , • ° • '° �C leIMBEDDED 24" IN GROUND" ' • 4 K 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT HANDICAP SIGN Q K STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. LOCATION (VAN) 2" R o P 0 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO HANDICAP SIGN CONDITIONING OF THE SUBGRADE. LOCATION (TYP.) TOP OF CURB 25 I 1" R 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. 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 FACE OF 1;,•: .. f _ ` UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CURB A MINIMUM OF 13" AND A AND ICC/ANSI Al17.1-03. PAPER D 2% MAX. 18' 18' "' SUR.FAC•.:;,; MAXIMUM OF 19 P ,= 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. 4 16 :,'� VDOT"r"`xz4 <,t t° CONCRETE SIDEWALK JOINT DETAIL 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. T 4 SPEC. PAINTED Wq' �'E `j 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 > Y1 ,BASE'%:" VDOT A-3 CONCRETE :r.i f, c `a3+,.; hs.{ FROM ADJACENT PAVEMENT PERFORMED BY THE BUILDING DEPARTMENT. (TYPICAL) ::;e.'. �s :,{yKFYy`{? VARIABLE WIDTH' J 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 8 5 8. 8 8 yl 9 I� K tir; ,r rf. SECTION UNDER CURB �� s<n KCry MAX. CROSS SLOPE 2% NON -SLIP BROOM FINISH 26. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY TYPICAL VAN FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL ACCESSIBLE ACCESSIBLE a r, 4" MIN. r SUBBASE //- REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ° \ \ \ HANDICAP SPACES REGULAR SPACE ` �> I%• , , _ , , , s _E : ,y / / / / ° .. ° ° ' / /i. 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT.611 \/�\ \ E GENERAL CONSTRUCTION NOTES FOR EROSION AND// o LNMle ICAL PARKING SPACE DETAILS VDOT STANDARD CG-3 CURB // SEDIMENT CONTROL 4" 3,000 PSI AIR -ENTRAINED rn L 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE No Scale CONCRETE N WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. �-�--• 2" R COMPACTED SUBGRADE 4" TYPE 21B STONE Q M a3 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 1 4 _ > M CONC CURB AND GUTTER CLASS 3A, STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA � NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN �_ m REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. SIGNAGE NOTES (f'c=3,000 PSI) CONCRETE ACCORDANCE WITH VDOT STANDARDS. 0 E 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. // 6� ° L rn CV H 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF 0 1".1, a " o a• .. o o E H 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT EACH OF THE FOLLOWING AND ANY REVISION THERETO: W _ L � NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. �� a a a °° a -a ca 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. 13 ° °d a ° r r- U Ia 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 /� n 4 7 CONCRETE SIDEWALK PAVEMENT SECTION PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. D. THE 2000 INTERNATIONAL FIRE CODE. SUBGRADE a ° ° No Scale 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING // a 2" ASPHALTIC CONCRETE SURFACE 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 \ ° ?° a ° o Lu WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. COURSE - SM-9.5A 8. DURING DEWATERING OPERATIONS, UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 0 0 °. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING ABOVE. o o v o o CONTINUE 21 B STONE 3" INTERMEDIATE BASE COURSE - BN125.0A L 4" MIN. o o BASE FROM ADJACENT EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL + � � � � PAVEMENT SECTION BE MADE IMMEDIATELY. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO �\ UNDER CURB 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 6" 6" 2'-0" 8 TYPE 21-B AGGREGATE SUBBASE COURSE 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE 0 0 0 0 o 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. SOLID WHITE LINE 24" VDOT STANDARD CG-6 CURB &GUTTER\\/\\\\\/\\\j\\\j\\\' 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. (TYP.) V Scale 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF COMPACTED SUBGRADE 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER STOP TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND f �- 12' I 4 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS C DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. (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 R1-1 y HEAVY DUTY ASPHALT PAVEMENT SECTION THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. STOP BAR DETAIL NOTE: STOP SIGNS TO BE 30" WITH \\\\\ °. q' 6" 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE No Scale MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN NO SCALE HIGH INTENSITY SHEETING //�\//�\ a ' EXPANSION JOINT WITH�#21850 MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS F TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. �� :::::::SURFACE;::;:;::;:' PREMOLDED EXPANSION 1/4" SEALANT .8. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, / / / ° . o FILLER "ZIP STRIP" OR c PERMANENT SEEDING AND MULCH. AGRICULTURAL GRADE STRIPING & SIGNAGE NOTES &DETAILS 18 �\ �\ ° EQUIV. SEAL WITH NON SLIP BROOM FINISH 1- r LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE ����� WWF 6x6 W2.9xW2.9 APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT No Scale \ \� \� a ° BASE SILICONE SEALANT I 1 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY \�\�� • { BLUEGRASS. CONTROL IMULCH IS NSPECTOR O BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY ��j\\�j\\� -' ° .' , . , : q ° .. . ° . 10" 3,000 PSI AIR ENTRAINED PORTLANDEROS[� °" CEMENT CONCRETE C1_ \ \ \ ° VDOT A-3 CONCRETE ' 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING VA. SIGN FOR THE DISABLED ON 0.80 GAUGE .< . ; Z TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET ALUMINUM. COLORS: GREEN BORDER & ° y " • . SUBBASE O d. i�. ° u ,° :d �. .. ° & 6 ) 0 6" TYPE 21A STONE COVER LEGEND, BLUE SYMBOL FORACCESSIBILITY, d STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A , . . ; EP/ FC/ GUTTER , GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE WHITE BACKGROUND. CLEANED AND REPAIRED IMMEDIATELY. / �� j�//\\ �'"---- COMPACTED SUBGRADE (CBR 11.2) 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE FERFIVE)LENGTH AS CONTINUE 21 B STONE BASE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 1 SHOWN ON PLAN 1 FROM ADJACENT PAVEMENT Z E INSPECTOR. P P SECTION UNDER CURB DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS W C 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER C PROTECTION ORDINANCE SECTION 17-204G.) Q 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND CURB CUT DETAIL VDOT STANDARD CG-2 CURB Male AVY DUTY CONCRETE SECTION Z DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) No Scale No Scale ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES p KTY pwn 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, �10-IpRE WWORE 23'-O" 1 x 4 CAP OVER (VDOT). TOWAWAY ZO�E TOWAWAYZO�E DOORS ONLY EXISTING PAVEMENT PROPOSED PAVEMENT 1- APERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT .THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE 1 x 6 6" HASP PERMIT SHALL GOVERN. SIDING SAWCUT THROUGH a 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. VAN 2.83"2. 83' 2.83' 6' 9,95 2.83' 2.83' MATCH EX. CROSS Q EX. SURFACE Iw 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 51 x 6 SLOPE UNLESS OTHERWISE 6' ABOVE -E 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 ( ) C� w &REMOVE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. GRADE GRADE PAVEMENT O CONC. 4 x 4 METAL POST (TYP.) I x 6 CAP tS7 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR PAD 2' MIN. SURFACED = d- D BETTER ARE TO BE ACHIEVED. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE 6 x 6 METAL POSTS I 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' 12' STRAP 2 ± DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DISABLED PERSONS. PROVIDE ONE 1 R-7-8 HINGE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. A EXISTING SIGN AT EACH PARKING SPACE INDICATED ON 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED PAVEMENT Q ' 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION WHITE) WITH GREEN LETTERS AND {� INDUSTRY (29 CFR PART 1926). INTERNATIONAL WHEELCHAIR SYMBOL. SIGN MILL EX. J c "' ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES SHALL BE PLACED ON STEEL POST 1-1/2" 0 SURFACE COURSE 0 o PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 11. 5' (TYP.) SAWCUT EX. BASE COURSE G� W J 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95/o OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. PLAN VIEW EDGE OF PAVEMENT AGGR. BASE W W r ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 4 x 4 METAL POST UNLESS [� J CID 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 2 x 6 RAIL OTHERWISE NOTED 12" CANE BOLTS NOTE: PROPOSED PAVEMENT MUST TIE}- C 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT (TYP.) ON PLAN IN WITH EXISTING PAVEMENTS FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM OUTSIDE ELEVATION 3 SIDES OUTSIDE GATE VIEW C THE COUNTY EROSION CONTROL INSPECTOR. 1 x 6 TRIMMER W 1- C BLASTING NOTES ADA PARKING SIGNS 3'-0" 5'-O" 5'-0" 1 x 6 CAP El x 4 CAP ~ O I. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. No Scale 1 x 6 SIDING 1 x 6 CAP PAVEMENT REPLACEMENT JOINT DETAIL O No Scale z U� ICK? SITE PLAN LEGEND DATE DESCRIPTION 02/25/20 REVISIONS WATER GRADING / 04/06/20 REVISIONS 1 x 6 TRIMMER 1 4" SAG ROD TC = TOP OF CURB METAL INSPECTION FRAME W/ SOLID UD WITH TURNBUCKLE IO STORM PIPE TW = TOP OF WALL EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) I 3� 2 X 4 06/18/21 AMENDMENT BW = BOTTOM OF WALL 3" CONCRETE COLLAR 1 07/14/21 REVISIONS B 100 100 STORM MANHOLE TS = TOP OF STAIRS CROSS BRACE BS = BOTTOM OF STAIRS CRUSHED STONE BEDDING CONC. 2 X 4 ° 09/13/21 REVISIONS B DROP INLET & STRUCTURE N0. FC = FACE OF CURB STONE-' 2 x 4 RAILS FRAME CURB EP = EDGE OF PAVEMENT 6" DI CLEANOUT ° EP/ FC CURB & GUTTER . = EXISTING ,, 1' OR AS SHOWN ON PLAN PROP. =PROPOSED CONC. LIMITS OF DISTURBANCE APPROX. = APPROXIMATELY WHEN NOT ALONG SIDEWALK X FENCE PLUG LINE No INSIDE ELEVA TION 3 SIDES XXX MAJOR CONTOUR 12" NOTE: ALL LUMBER SHALL 3" CASTER WHEELS XXX MINOR CONTOUR BE PRESSURE TREATED INSIDE GATE VIEW ci '0 POST ELEVATION f- TC 725.94 PROPOSED SPOT ELEVATION 1/9/20 10 PARKING COUNT CLEANOUT DETAIL DUMPSTER PAD & ENCLOSURE DETAIL CURB WIPE DOWN DETAIL ANo Scale No Scale No Scale 0GRIMMANDPARKERARCHITECTURE, INC. A 181 171 161 151 14 131 121 101 91 81 71 61 51 41 3 2 q N (0 ® GRIMM AND PARKER ARCHITECTURE, INC. M L �I J H X I E It A 0 181 171 161 151 141 131 121 111 101 91 81 7 4" PAIN C W MIN Expanded Steel ( ' EEgIanded Steel Grate Opening Detail Not To Scale 2.5 2,28" 1.03' 203' 3.0 3.44' .940" ,264' 9:: L -WELD (TYP.) 1 1/2' X 1 1/2" X 1/4" STEEL ANGLE (TYP.) - 21-3 LB PER FT2 EXPANDED STEEL GRATE BASED ON LOW FLOW OPENING /t" HOLES AS fiSHOWN WELD (TYR) 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 MCOPS PRIOR TO FABRICATION. ORIFICE TRASH RACK DETAIL ER taJLtt t.U. mrv"nvG,mcNT I RISER O.D. I 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 4117z 13 19 40 58 48 58 59 54 2 13 21 53 1 86 60 72 73 67 2 17 28 66 135 72 1 86 87 80 a 23 35 79 204 84 1 100 t01 931/4 25 1 39 92 266 96 114 f15 10614 1 22 1 38 105 305 TYP. .AR Z lQ. MAX" I STORMWATER MANAGEMENT RISER I.Q. DRAINAGE STRUCTURE I RISER O.D. ( RISER DIMENSION APPROX. WT. (LBS,) I.D. O.D. A B C D E SEGMENT 24 30 30 6 7 10 27 15 46 36 48 60 44 58 72 42 55 68 6 9 9 13 13 17 18 20 26 40 53 66 22 29 36 82 120 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 92 49 290 86 1 22 1 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 LBS 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 "H" DIMENSION BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. GREATER THAN 7'-2", SP£CI FICATIENCO REF ERRENCEN STORMWATER MANAGEMENT DETAILS TRASH RACK \V=T 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 It - unt,nr it-_ iv:r;; �ninc JFItALL Oc kRUSHED STONE QR QTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS il, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING Ek BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN u„ IER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, 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. 51 41 31 2 1 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CF-MENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)tk 1, THE DETECTABLE 'WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD�i,t BE SUMMARIZED FOR EACH CURB CUT RAMP, Cal" 1 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 SIDEWALK RAMP 12,1 MAX 48�1 MAX +r 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 4' 4. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.1 IF RAMP FLOOR ' g g f � O �p IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 1')fA'T ADJOINING FLARED SIDES CAN BE CAS I' IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHA L BE CLASS A-4. o ��� tp:t MAX �{ [ L���� { TYPE A 5. TO ALONG E RS AREOAM?-FLOOR. BCRcIDES OF Q PERPENDICULAR MID-DEPTHEOFIRAMP FCENTELOOR.CENTER MW51U 1 O COVER 6. S r B CURB /CURB luNO CUTTER SLOPE 7RANSITIGN., ADJA.,£NT TO CUR„ RAMPS rrlj!!%aril/v'r�y/i��rc �. • r Q 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 <<S>Y 1 v 12'1 mp,)( --1 WHEREVER t2:1 MAX^� 1 AM 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 TYPE B HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURS OPENING IS PLACED 'WITHIN THE LIMITS OF THE CROSSWALK AND W -THAT THE SLOPE AT TH£ CONNECTION OF THE CURB OPENING IS 12:1 MAX - € PERPENDICU(.AR TO 'fHF: CURB. v ' r 9. TYPICAL. CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT %tl( !; ACCOMMODATE 'THE TUftN3NG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK!. Tiis €I•- % ��s TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT X 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, � AT X X ,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. TRUNCATED DOME n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF � CURB) AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --� � L6"-2,4" C-C _,_,_,_._._.-- - a WARNING SURFACE SHALL HAVE.A FACTORY RADIUS OR BE FIELD , _ _ q� ray U O O O O U z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER -f0 MATCH THE BACK OF CURB. I 4 c(bo 00000ao0aa O 0 0 0 0 0 C} O O O O O O O \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � Y•• LANDING RAMP _ v � o ;;. 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 O O O 0 0 0 O o 0 0 0 0 0 a 0 \ \\ 1� •---------------- � io p p O 0 U 0 U 0 0 0 U U 0 0 U 150Y-65/. OF BASE DIAMETER O O O O O o 0 U 0 0 0 0 0 0 0 MI TOP DIAMETER --DETECTABLE WARNING p j AT BACK OF CURB ~_-- - t 0.9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR _ I SEE NOTE 12. ''BASE DIAMETER t"" PAY LIMWIDTH DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL -\voaT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION R ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS 01-3A, 3B, 3C EXPANSION KEYED Fraenl¢Inn1 .InI:vY 3' 10" FOR DETAILS OF INLET JOINT CONST, BARS D APPROACH 3r - FRAME & COVER BACK OF SIDEWALK Y JOINT GUTTER SEE STANDARD IC-2. BAR G WARPED „ 4,.„ GUTTER BARS C a: BAR C I " SUBBASE 2" 6"6"6" BARS B _ ARS IF z 0 - 2 - .- HARDWARE ��1 I � z Z+ BARS F CLOTH EPHHOLE. SEE NOTE 8 STEPS.'SE III I{ BARS DEAR F L BAR A FACE OF CURB 8 NOTE 5 GUTTER C�MIN CONTROL JOINT CRACK CONTROL JOINT 2 PLAN SECTION A -A ' fA0' MAX. - KEYED CONST. JOINT L VARIABLE - 'MAX.IMAX20` t 2'-10" 2" WARPED GUTTER L 2- 8" z_ < 2 13ARS A APPRORCH CUTTE Oi N try I C° *3" DIAMETER BARS EBARS B WEEP HOLE FRONT ELEVATION BARS F - - - - - - (GUTTER REMOVED) lI/4„ 3' 0" B„ lo„ 5XS/4" BENT PLATE o EJECTION B-I±I s G A 'A R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. ;'.' ;'. - L2/2"XZI/2"X"/4" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE 6 I/p" 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. CONNECTORS AND IS TO BE ANCHORED WITH %Z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. z„ APPR. PAVEMENT 0I-3A L 0I-36 L DI-3C L WARPED PAVEMENT �s - - - _... - _... _.- - - 2 _� e x I x I "EL0W FLOW I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XV 00T SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE., MAXIMUM DEPTH (H) - 8' 233 104.09 08110 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS NYLOPLAST DRAIN BASIN WITH STANDARD GRATE ............................................................_..........................................................._....................................... --..................... F-- CONCRETE COLLAR TO BE LOCATED 6" BELOW (1,2) INTEGRATED DUCTILE IRON GRADE IN GRASS OR BIO-RETENTION AREAS. Liu FRAME & GRATE TO MATCH BASIN O.D, -1 U 18" PAIN WIDTH GUIDELINE 0 t� - 8" MIN THICKNESS GUIDELINE �- MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN, MANUFACTURING (5) ADAPTER (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR 7 REQ. SAME AS MIN. SUMP) ANGLES � GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE L_I_I E �' VARIABLE a'-360' DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, Q! ACC PLANS 70 PTRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS r SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. -- -- ' z i ��Jr �. (3) VARIABLE SUMP DEPTH � ACCORDING TO PLANS (6" Po11N. ON 8" - 24', 10- MIN. ON 30" (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS / X - -- - ............... BASED ON MANUFACTURING N 30- AVAILABLE: ON8"-24" V AVAILABLE: 4" • 30" FOR CORRUGATED HOPE `, � j _ 6" PAIN ON 30" (ADS N-121HANCOR DUAL WALL, ADSIHANCOR > -- -•- V SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWI (EX: SCH 40), PVC C900IC505, CORRUGATED & RIBBED PVC WATERTIGHT JOINT ^ r THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER O c� (CORRUGATED HOPE SHOWN) ? `\ GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, LC D 8" - 30" CLASS Ii: OR CLASS III MATERIAL ASS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE L.� CV PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. C./D 11- 8" - 30' STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 LL GRADE 70-51-05. 2 - 12". 30" FRAMES SHALL BE DUCTILE IRON PERASTMA538 GRADE 70-50-05. �- 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE O USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110.045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN L _U ry- DETA&S, RISERS ARE NEEDED FOR BASINS OVER, 84' DUE TO SHIPPING �� RESTRICTIONS• $EE DRANANG NO, 7001-110-055. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EEC MATERIAL 3130 VERONA AVE Lu L_u 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFORD, GA 30518 ¢ -I ASTM D3212 FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.23-06 $ PHN (770) 932-2443 _, _J N-12 HP, & PVC SEWER (4 24"). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR ��� � l' FAX (770) 932.2490 L _u 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 3501. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME ` wwmnylap(ast-us.cam ^ MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.110-012. REPRODUCTION OF THIS PUTT OR ANY INFORMATION TITLE Q L� C D 0 - 1T -30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 0311-16 DRAW BASIN WITH STANDARD GRATE - 8" & t0°STANDARD 6RATE5 ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE IIEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL �x --- 7 C ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 06 PERMISSION FROM NYLOPLAST. sN11 NAUF ASr DWG St7.E A SCALE 1:40 SHEET 1 OF 9 I DWG NO, 7001-110-144 REV H �^ yJ C/3 C PROVIDE TENSAR BZ1200 - COMPACTED SUBGRADE UNDERLAIN BY NON -WOVEN PREPARED PER GEOTECHNICAL GEOTEXTILE DRAINAGE FABRIC REPORT RECOMMENDATIONS MIRAFI 180N OR EQUIVALENT BELOW STONE QEM�) DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION No Scale do � � L • W • z W i •0"' • z H �o K C)U N � (!) > L CY) >✓ L > rn L �N E E �0 H f� W F O p C_C> z C/D c' DATE DESCRIPTION 02/25/20 REVISIONS 04/06/20 REVISIONS 06/18/21 AMENDMENT 07/14/21 REVISIONS 09/13/21 REVISIONS B CiA 1/9/20 0 181 171 161 151 141 131 121 111 101 91 81 71 61 5 m 3 4 OGRIMMANDPARKERARCHITECTURE,INC. A K IN �QI 171 I 1 A I I n 1 al QI 71 AI �I �I 181 171 161 151 141 131 121 11 I 101 91 81 71 61 51 41 31 21 t GRIMM AND PARAFRARCHITEULIRE, INC. ........ . .. . . ..... ..... RbM-0VEAND..REPLAE SIGN. RELOCATE P I�!��R LXY66T PLAN. REMOVE, 90, I4100— REMOVE E V Pc:> ou i" v A IICL I'REMOVE ISTORM IPE 0 9,5 3 I(D IIREM. 0 VE - -j3EMQVEAND REPLACE SIGN uj -�SAME LOCATION. DB. PG, ILu Ir VE-1 SAWGUT D\�EMO u REMOVESTORM' F ASPHALT TO �MATCH . .. .... N%,-ON C4.0. W--e ...... ...... . ......... MENT SH . ..... . ......... E I - 4 PI 1,N .. . . ........... . . . ........... . PE�A_ b SECTION PAYE --- — --------- . ......... . .. . ........ w ............ . . . ....... ........... II ........... . . ......... - z ITY 1E REMOVE,/, . . .......... �70 RE 24 IIIIILIGHT F/I ,j?E Ej 1 -C 11 HEMOVE __'_�?EMOVE INLET TOP-- BA3 7 T�� 3 "K, * ", ILIMITS OF,/ -Iu* R S REM VAL I REMOVE WATERLINE SO E Y/OVE/TORM/..��/` RfPE . ..... ..... . .. CV,RS YVLET 7' II�N INIV, O�J­` IIREM0iVE - - ----- ----- — — — - ----- ---- ----- rs . .... ..... ..... ..... .. .. . . ..... ..... . — sip I IICLEA� AND GRUB W09DED AREA, LOT IS T/ORM PIPE , . .... . ..... REMOVE DUMPSTER A 0�1' 40 15" RC�- .... . .. . .... ENdL9SURE PAD E I0 AND ROLLARDS. IZjA 0 REMOVE E W. -ZSIDEWALK STING AREST JOIN I REMOVE XT N 11 a) < cr) tURE MASONRY SHED. i V/ LIGHT FIX I7' > U) ........ ... .. ......... ............... ............ -(6 I".. % IE U) ......... LSA 0 cn I...... .. j� b -400 ce) LLI LL IIIREMOVE LIGHT ITURE u IIREMOVE, EXfS'T-,I*N . ..... G /"­­��ATERLINE . ..... ..... ..... IRELOCATE EXISTING SHEDS ON SITE PER IOWNER DIRECTION. II................ IOLD WELL WHICH HAS BEEN ............... PREVIOUSLY CLOSED IN DECEMBER 2008 PER VIRGINIA DEPARTMENT OF HEALTH STANDARDS. I --- - ---- ----- - - ----- REMOVE SIGN .... ...... ITO REMOVE AND -CONTRACTOR DISPOSE R if REMOVE WOOD REA40VE 0F Md.BILE CLASS 'OOMS ANDI :"o_ NS, POSTS (TYP) ALL ASSOCIATED FOUNDATIC IIUTILITIES, DECKS AND RAMPt, rLUVVt GP #21850 BEDS, ETC. DUPING THE SUMMER OF iREMOVE RS" 2021. REMOV4 POWER, SEWER AND '7' I-EED, REMOVE WATER BACKTO NEAREST ND MANHOLE, OR CONNECTION A IDISCONNECTiAND PLUG OR CAP AS/ NECESSARYI ONCE CLASSROOMS ARE REMO VF IM�0, TYADD� R, D TRACTORHALL REMOVED CON Or - REMOVE REMOVE)),11 FOUNDATIONS IGRADIJA'REA t COMPLETELY AND GRADE a 61, TO HAVE �VEN CONSISTENT SLPPE IREMOVECHILLER CONTRACTOR TO REMOVE REMOVE CD TOPSOIL AREA AND STABILIZE. AND PRESERVE CONCRETE PAD. AND DISPOSE OF MOBILE F_ RELOCATE EXISTING ICLASSROOMS AND ALL EXISTING TANK TO REMAIN SHEDq ON SITE PER REMO VE AS�,qCIATED FOUNDATIONS, REMOVE OWNER DIRECTIO GENERATOR TO BE .... ... REMOVE OTI'LITIES, DECKaANQ -/, o� SALVAGED AND .. ... ......... RAMPS, FLOWER BEDS, ETC. LjLj CONTRACTOR TO REMOVE THE EXISTING RETURNED TO OWNER DURING THE SUMMER OF NDERGROUND II20ZQ. -STORAGE TANK AND PIPING IN E _REM.OVE POWER, -rLE-9-(ENV.IRONMENTAL) OF ACCORDANCE WIT�Z,Yl REMOVE L SEWER AND WAT'ER"BAdk**** STRATIVE GENCY25 REMOVAL OF MOBILE CLASSROOMS AND TO NEAREST FEED, 31 (DEPARTMENT OF ENVIRONMENTAL QUALITY), RE MANHOLE, OR CONNECTION ASSOCIATED SITE WORK SHALL CHAPTER 58(5(U-PqDE-RQROUND STORAGE TANKS), SAW CUT WALL VERTICALLY. IAND DISCONNECT AND PLUG- -SECTIQN 320 (PERMANENT Ccb��URE.AND CHANGES -IN COMMENCE SUMMER OF 2021. IREMOVE SECTION TO THE OR CAP AS NECESSARY. A E S�ERVICE�) ANDALL OTHER ST TE AND F DER -AL- REMO VE WEST AND PRESERVE CONTRACTOR SHALL S. CONR,�CTOR TO PROVIDE A COPY F_ REQUIREMENT SECTION TO THE EAST. Ir ei o REMOyE-,ALL-F()UNDAT1QN.,9. PERMITS TO OWNER E�EFOREBEGINNING WORK. TO o 1". c.:1 COMPLETELY. "'(TAN,�ISA10,000G�ALLONUSTIN&T,&LLEDIQ/1/1992. IREMOVE OUT XES. TANK GAUO�L: TLS-2/TLS-350) rEMOVE IN RE,MOVE FENCE ....... .. . ... ........... COORDINATION WITH NEW PUM P c D REM�&��J; INSTALLATION. REMOVE CHAINLINK FENCE TO THIS CORNER OF BALLFIELD ......... . CIO REMQVE WOOD 7 . ..... ..... ..... REM BENCH coo[ �DINA�E REMOVAL OF POLE P�' LIN --WITH �UTILITY ",ND POVEF I< OWNERjfF N AFTER PRQJECT. IF POLE ,,REMOVE 016NGEWIN USE . ...... HAS LIGHT'OWIT KEEP PQWER P'OLE ! I.... ........... . - - - - — - ---------- -- - 3' Lu IAND, L_u 1 D 6GHT I r) C 0 REMOVE WOOD -­ - ---- -- - - ------ 7 BENCH REA40VE .. ......... C/D REMOVE I CK:> IIo DATE DESCRIPTION I04/06/20 REVISIONS 02/25/20 REVISIONS MOBILE CLASSROOMS TO REMA'[N.,,-7,,— CONTRACTOR TO ENSURE ALL UTILITY 06/18/21 AMENDMENT INFRASTRUCTURE FOR MODULAR CLASSROOMS REMAIN IN PLACE UNDISTURBED THROUGH 07/14/21 REVISIONS CONSTRUCTION I e LEGEND: 7. .B 09/13/21 REVISIONS I00 REMOVE HARDSCAPE T I& GRAVEL z CLEAR AND GRUB WOODED AREA SCALE 1"=20' wy r REMOVE TREE 2'0' 40' SAW CUT CURB SIDEWALK C2.1 OR ASPHALT (SIDEWALKS 1/9120 AND CURB TO BE CUT AT INEAREST JOINT) OGRIM MAND PARKER ARCHITECTURE, INC. A 181 171 161 15- 1 141 131 121 lol 91 71 61 51 41 31 21 18 17 16 15 141 131 121 10l 91 81 71 61 51 41 31 91 �� ,, . F 171 161 151 141 131 121 10l 91 81 71 61 51 4 3 m L J W G F E 0 C 0 18 GRIMM MO PARKER ARCHITECTURE, INC. 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 GINKGO BILOBA 'AUTUMN GOLD' TM MAIDENHAIR TREE 3.5" CAL. B&B FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME ARB 3 AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 2.5" CAL. B&B GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CAR SED 48 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. CONTAINER PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ECH PUR 19 ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL. CONTAINER SED AUT 9 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER PLANT SCHEDULE BOARDWALK FRAMING PLAN PLAN VIEW: HEIGHT VARIES WITH PLANTS 12" MIN. GROUNDCOVER PLANTINGS NOT TO SCALE BOARDWALK SECTION 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 STEPPING LOGS COUNTERSINK REBAR - AND CONCEAL W/WOOD FILLER 16" MAX HEIGHT - STACK - LOGS AS NEEDED TO ACCOMMODATE GROUND SLOPE MULCH 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 PLANT \\�\\j\\�\\�\\�\\� : STABILIZE 'i .._ 2-3" MULCH LAYER... '_ - ' � ............. 1:: COMPOST LAYER \\ \\ \\ \\ \\ \\ , , - I OMPACTED AMENDED SOIL MIX :....... __....:........{.-.....E...-; I......f....:!.. - SUBGRADE -95% E ... ............ # I .'.........:.. I ;........... i E I :............. S.P.D. UNDISTURBED EARTH I.ME..I((.....;;.....3: ..; ...............i ; ::: f:: I f I .I E..... € ROT -RESISTANT ......€..:: LANDSCAPE FABR IC - I< € TURN UP AT EDGES 4x4 RAIL - NOTCH FOR DRAINAGE 2 x 8 JOIST - ATTACH WITH HANGERS 4" MIN. VDOT #57 STONE BELOW BOARDWALK ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES CONCRETE FOOTING - 3000 PSI @ 28 DAYS BALANCE LOGS 1 1/2" = 1'-D" 12" MIN. DEPTH PLAYGROUND MULCH - ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES — COMPACTED SUBGRADE - 95% S.P.D. 4x4 RAIL - NOTCH FOR DRAINAGE 1 x 10 RIM BOARD BLOCKING AS NEEDED 2 x 8 JOIST - ATTACH WITH HANGERS 2 x 6 DECKING w >- co = 2 x 8 BEAM 4x4POST -BEYOND \/\\/\\ :.: jjj .......... I I : ............. 1............ 1 ........::: E€€ i ....... EE ? 1 I i I I . I...... I .......... 33 IE I 3. i�........ 3 ..... I .. I 1 p I ONE L: __'_..' 11- BELIOW BOARDWALK ............I .::.... # .... I ROT -RESISTANT . LANDSCAPE FABRIC - TURN UP AT EDGES BOARDWALK SECTION 1 1/2" = 1'-D" 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT —� LANDSCAPE FABRIC - TURN UP AT EDGES SLOPE SUBGRADE ED PING �,p,L ff OF v 1GSO I � NK W. H C III � wo. 14 06/18/21 w s�A PE ARCY�� M 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 5" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS : .............. I ............ (jj I ............. I ..._........ # p .............. (E` ............. E€ ............. jij (# ' ............ a --- --I # ,- - ............. . ...I I v v # : ] j I E : E : i I 1 ... _.. __., ... _. _.._... j ..... __..._ Ii.........v1€ €..iI '.......i COMPACTED � Imp. € 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 1 1/2" = 1'-0" 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 12" MIN. DEPTH Il—II1=1I1—II1 :111=1I11E1IIE 1I1=1IF1 I Eld I I=i I F / /\\/\\/ PLAYGROUND —III—III—I I �I 11=1 I 111-11 .E I _.11 III =1 I �I I \/\ \/ 11=III-1TI=1II- 1 III-1I1=1I1=1I1=1I1=TI1=1I \\// / \\//\\ MULCH � �I �\/\ 11=III=III=I I F— 1=111=11 1=1 I F=11 1=1 11=11 1=11 \\\\\ ROT RESISTANT 4 \// \\\ LANFABRIC - DSCAPE o v v o 0 0 o v o N UP ATEDGES . ....... ............. .� ....^ o 0 o v I I.....� I I.....�....� 11 1- SUOBGRADED ....�^I..... I....I ..� o o I........�..........................:..... 95% S.P.D. IE ... I........: ....... ......�..... ......:............ ... I. ... .... .....I..... I COMPACTED SUBGRADE -MAX. 80% S.P.D. 4" MIN. VDOT # 7 STONE WRAPPED IN ROT RESIST NT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN - CONNECT TO DRAINAGE SYSTEM SOD TO MULCH DETAIL 1 1/2" = V-0" 24 - 36" DIA. BOULDER - LOCATE PER PLAN 3" MULCH LAYER PLANTS 110000 1" COMPOST LAYER X AMENDED SOIL MIX COMPACTED SUBGRADE-95% .- S.P.D. .. �.. � .fr/JJr�rf �rf •'rrf �flr{f/rf/ "�f,�rfj�r 'trfl 'rrl/�iS �r/rr:�rJrl//J Irrr .. :r,, rf r�rrr r, tr fi!rJirJrrf l iiJr i rf, iiir �f,ir ,tilrr��1 it ,/r/J if' ii i�r irlr/ri tir M iri/,%r�t��rrt�rl i�if/iir rJ{r'rf{rirrir f; iJJrifr;iri;����riifl;i/!r(rfii,+Jl'irfj JtfJ�rll,�%Ji;! I L........... I I ............. .........._III..... III.._ I............ ...�I I I..._I I I............:I I-- - ' III.....-- ----:1 I I.....--T _ ....� 1.......�.....1 � I....�I I -...� :_ ............I ............. I...TI...{......) I I..;......� ROT -RESISTANT III.. .............1 11.....1 I .............I f..............1 I I..... .I I......I 1-..mm.1 I I..... I I I...� I I..... I I.....^III............_ -.... 1 LANDSCAPE FABRIC -------- - - T AT EDGES --..-1....I ............. I II I I.... -I 11.1 I I....� I- R P ......II....�I�I....lI....III...---::::.-1II..III.�...�....�II.{....�....�I�I-1�,_,, 1" SAND SETTING I (...... .....III.........III............I I I............I I �.. COMPACTED BED SUBGRADE - 95% S.P.D. 4" VDOT #21A STONE BASE BOULDER WALL DETAIL P-ED-SCO-10 � lI �o Ox O • � ® ~ L � a Z= • ® a s �0 Z 1: _a K J OOP U 4- N � L - ; Q U% cM cu E ,- i' N E 0 _O 1 H w u-' co rNUI— � LL. C G 2 GP #21850 t-- F c7 Lu ry a_ 0_ W E z �7 I— !i C77 _ � D c_/) Z O Lu n/ M W W J CjD W � W J c� O C cr OC> W rc.� Q C DATE DESCRIPTION 02/25/20 REVISIONS 04/06/20 REVISIONS 12/03/20 REVISIONS 06/18/21 AMENDMENT B L4.0 119/20 q) GRIMM AND PARKER ARCHITECTURE,INC. A tN 1 9ff�6 A 1/2" = 1'-0" 181 17 1 1/2" = 1'-0" 161 151 141 131 121 11 1 1/2" = 1'-0" 101 9 8 P-ED-SCO-11 l 61 51 41 31 2 ,,-•. j E503 8/30/21 PERMIT SET A©GRIMM AND PARKER ARCHITECTURE, INC. 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 r v/16