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Home My WebLink AboutSDP202000007 Plan - Approved 2020-05-19L Al J C F C F L' 18 @ GRIMM AND PARKER ARCHITECTURE, INC. 171 161 151 14 131 121 111 10 91 81 71 61 51 41 31 2 SCOTTSVILLE ELEMENTARY BID FINAL SITE PLAN SDP202000007 TO APPROVED 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: 3.11 ACRES SETBACK: 75' FRONT 25' SIDE 35' REAR ZONING: RURAL AREAS (RA), CRITICAL SLOPES OVERLAY 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 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. INITIAL SITE PLAN SDP201900055 COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT 04/06/2020 VICINITY MAP SCALE 1"=2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, 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 L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS 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 = 15 Feu( 5%fe Nall Submittal Type Reviewed and Approved by the Commu v Dev , pmenDepartment Date I111�� r O� File#�Q • li D 0 O; Iwo � � • o L r LU W • z = • Q a • �o z �o �c K I E o ° N N L N Q L Q N N E ° '4 O N co � H W IJ_ 2 ,, N CO � � N W CL G rr� �J GP #21850 �-- F U W c:) d_ z O O L.L1 E I 0 H-- 0 J o = N D cU -zr_ z � L_U ,"_- LU W w wCf:) CY3 c � w p o Qc> U C/3 ono DATE DESCRIPTION 12/25/20 REVISIONS 14/06/20 REVISIONS 0 0 im 171 161 151 14 131 121 111 10 9 0 7 on M CO.0 1/9120 OGRIMM AND PARKER ARCHITECTURE, INC. A 1 181 171 161 15 141 131 1211 101 91 71 61 51 41 31 2 1 ® GRIMM AND PARKER ARCHITECTURE. 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 2. PRIOR TO ANY CONSTRUCTION, HANDRAIL DESIGN (TYP.) Q° THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS `';`" "r ' BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING o 0 0 0 0 0 0 (PLACED IN SINGLE LIFT) �a ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). fc *, El 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, 0 8" TYPE 21 B AGGREGATE BASE COURSE SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. ° 4 DIAMETER STEEL 3'-0"= PIPE FILLED WITH 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION (TYP.) EXP. .^ CONCRETE. BOLLARD JOINT '\//\//\// //////// //' PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN SHALL BE PAINTED\ COMPACTED SUBGRADE �r CrA M GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE 7-1/2 FINISHED 6' LENGTH YELLOW 12" MIN GRADEn n CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. ( 0.5' FROM EP (TYP.) 12" IVI 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 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 PAVEMENT 3'-0" I. SPECIFICATIONS. 1/2 R , 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR (MAX.)Ice REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. c c o 2'-0" DIAMETER FINISHED 1/g 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 4 CONC. FOOTING GRADE WASH 1'-4" O 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE 8" RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE // / / / / / / / EXP. ° LIGHT DUTY ASPHALT PAVEMENT SECTION O \j\\\ \\\\\\\\ g JOINT REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. iX. 5" CORE DRILL CONCRETE FOR No Scale 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF '�/j�!/j�/j� ��/j �j�/j�/jam/j, 1/8" HANDRAIL POST, EMBED HANDRAIL A _ W O CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM ANCHOR WITH /$ REBAR / / � WASH MINIMUM OF 6 BELOW FINISHED I CONTROL JOINT SPACED � 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' 191 GRADE AND GROUT TO THE FULL r AT WIDTH OF WALK (MAXIMUM) • _ L 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.) 1. • ~ L OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. #3 REBAR (12" OT T.C.) NOTES:. L. ..- EXPANSION JOINT AT MAX OF 30', WITH • in 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED ; 1. FINE BROOM FINISH ALL STAIRS. 4 ° % PREMOLDED EXPANSION FILLER PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. u. T1,_0" + 9 ° (2) #5 REBARS, BOTTOM CONTINUOUS, 2. RAIL ON BOTH SIDES OF STEPS • LJ.1 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL { 3 LAP 2'-2" AT SPLICES PER PLAN Z = FACILITIES AS DEEMED NECESSARY. T 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 f ° 3. SEE PLAN FOR RISER HEIGHT . V PRECAST CONCRETE WHEEL STOP BOLLARD 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 BETWEEN STAIR POST TO BE 6'. ADD 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST No Scale No Scale 1'-4 CENTER POST IF NECESSARY TO Z WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONC. WALK O MAINTAIN MAX. SPACING F-1 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND (n PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT 4 ° THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE CONCRETE BUMPER BLOCK EXTERIOR STAIRS - ce COURSE(S). ANCHOR WITH 5/8" REBAR s IMBEDDED 24" IN GROUND No Scale 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 D i' 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.) II II TOP OF CURB 2 5\//�\/�\//\/��/x�/��/��//��//�\ ` 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN r f 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. s. 3 4" 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 EOP FACE OF THE DEPTH OF CURB MAY BE UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CURB A MINIMUM OF 13" AND A PAINTED MAXIMUM OF 19" .:: �� °,� °.� *�., - SURFACE AND ICC/ANSI Al17.1-03. PER 2% MAX. 18 18 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. VDOT 4" 16" :, CONCRETE SIDEWALK JOINT DETAIL 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. y',.--4 SPEC. PAINTED 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION STRIPE R BASE r CONTINUE STONE BASE No Scale PERFORMED BY THE BUILDING DEPARTMENT. (TYPICAL) VDOT A-3 CONCRETE :.:.D °: FROM ADJACENT PAVEMENT 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' I 9 I _ r SECTION UNDER CURB NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% J 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-� '1 ' 4 MIN. SUBBASE REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. i�/�/� HANDICAP SPACES REGULAR SPACE f 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. I \��\/\Xx GENERAL CONSTRUCTION NOTES FOR EROSION AND TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-3 CURB \\�\/��/ \ N 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 No Scale CONCRETE N Y WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 4 2" R COMPACTED SUBGRADE 4" TYPE 21B STONE Q LO 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM U) > c� 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 � N L? � / ° ° (fc=3 000 PSI) CONCRETE F0 = c6 REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. SIGNAGE NOTES ACCORDANCE WITH VDOT STANDARDS. > rn E H 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. L U) CV 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 /� ° 6 ° ° v o 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: j a 1 1 ° ° ° W L o CO NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 13„ // a m a c� 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. 7-1 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 xi' ° ° aCONCRETE SIDEWALK PAVEMENT SECTION PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. D. THE 2000 INTERNATIONAL FIRE CODE. SUBGRADE \ a ° ° a No Scale 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING // ° Cis' 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 ° Q ° o ° 2" ASPHALTIC CONCRETE SURFACE w 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 o 0 0 COURSE - SM-9.5A/ 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING ABOVE. • o v o o CONTINUE 21 B STONE 3" INTERMEDIATE BASE COURSE - BM25.OA CY_ 4" MIN. BASE FROM ADJACENT T EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL ° ° PAVEMENT SECTION 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO \ �\ /\ /\ \ /\ �\ /\ /\ /\ /\ /\ /\ UNDER CURB o 0 0 0 BE MADE IMMEDIATELY. LL, 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" o o 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 Q RUBBISH AND OTHER DEBRIS. Z OF ROOTS, STUMPS, WOOD, / / / / / / / � G' 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\\\\\��\\��\\/�\\\/�\\\/�\\\�\\\�\\\ 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. (TYP.) No Scale 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF STOP COMPACTED SUBGRADE7:OOAM TO 9:OOPM.15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER �K ti ti ............. TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND f - 12, 411 4 z DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS t DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER (TYP.) TOP OF CURB R=2 (D STD. �..J MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF R1-1/�/� 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 �\ �\ ° ° " 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE NO SCALE \//\//\ ^ ° 6 No Scale G P #21850 MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN HIGH INTENSITY SHEETING \ \ a . MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS//�//�/ ° . i EXPANSION JOINT WITH PREMOLDED EXPANSION �� TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. I/�� a ° -:SURFACE ::.::::::.::::: FILLER, " 1/4 SEALANT F ZIP STRIP OR 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE STRIPING & SIGNAGE NOTES & DETAILS 18//\//\/ ° EQUIV., SEAL WITH NON -SLIP BROOM FINISH �- F LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE No Scale BASE ° BASE SILICONE SEALANT WWF 6x6 W2.9xW2.9 U APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT \//�\//�\� a 2"LjLj 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY , ° i BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY \//�\//�\/ ° °a ° a ° ° ° '°4 10" 3,000 PSI AIR ENTRAINED PORTLAND O EROSION CONTROL INSPECTOR. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE � VDOT A-3 CONCRETE ° , CEMENT CONCRETE � 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING ALUMINUM. COLORS: GREEN BORDER & d ° Z TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, °..°Q° +' < ° 6" o 0 0 0 0 0 o SUBBASES ` o 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER Q STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A WHITE BACKGROUND. EP/ FC/ GUTTER °{ ^n ^h �- GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. CONTINUE 21 B STONE BASE ��\��\\-� \� /� /\ / COMPACTED SUBGRADE (CBR 11.2) 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE LENGTH AS STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL RESER�E� RESER�EG 1 SHOWN ON PLAN 1 FROM ADJACENT PAVEMENT Z E INSPECTOR. PARKNG PARKING SECTION UNDER CURB DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS W 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.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND CUIRB CUT DETAIL VDOT STANDARD CG-2 CURB �EAVY DUTY CONCRETE SECTION 0 DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) .--� No Scale No Scale Scale Z ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES PmTY Pm1y 23'-0" x 4 CAP OVER O 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, $M-�5 RE :100-S50 RE DOORS ONLY EXISTING PAVEMENT PROPOSED PAVEMENT 1- A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT TOW AWAYZA TOW AWAYZO E ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE /' 1 x 6 6" HASP �] PERMIT SHALL GOVERN. ► SIDING a SAWCUT THROUGH a MATCH EX. CROSS C[ 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. v . 2.83' 2.83' 2.83' 6' 2.83' 2.83' 283' w 5 1 x 6 EX. SURFACE SLOPE UNLESS OTHERWISE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 6' ABOVE ACE 6' ABOVE U -1 FINISHED FINISHED TBOLLARD (TYP.) TRIMMER X COURSE i j SPECIFIED ON PLANS q> PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. GRADE GRADE w & REMOVE O 0 D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. CONC. 4 x 4 METAL POST (TYP.) 1 x 6 CAP PAVEMENT PROPOSED - Lt'� 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR PAD 2' MIN. SURFACE C5 BETTER ARE TO BE ACHIEVED. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE 6 x 6 METAL POSTS I Cr3 �'� 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+± COURSE •� 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 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED PAVEMENT 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION WHITE) WITH GREEN LETTERS AND O INDUSTRY (29 CFR PART 1926). INTERNATIONAL WHEELCHAIR SYMBOL. SIGN MILL EX. J SHALL BE PLACED ON STEEL POST 1-1/2" O SURFACE COURSE ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 11. 5' (TYP.) SAWCUT EX. BASE COURSE Q J J 1. 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 w 1__u 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 Q �j C-.� 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 2 x 6 RAIL OTHERWISE NOTED 12" CANE BOLTS MOTE: 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 PAVEMENT 06 � C FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM OUTSIDE GA TE VIEW THE COUNTY EROSION CONTROL INSPECTOR. 1 x 6 TRIMMER OUTSIDE ELEVATION 3 SIDES LL BLASTING NOTES AD PARKING SIGNS 3'-0" 5'-0" 5'-0" -- 1 x 6 CAP 1 x 4 CAP PAVEMENT REPLACEMENT JOINT DETAIL O O OC) 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. No Scale 1 x 6 SIDING 1 x 6 CAP U cC> No Scale z C/D SITE PLAN LEGEND DATE DESCRIPTION 101 WATER GRADING 3'-0" 04/06/20 REVISIONS 02 25 20 REVISIONS 1 x 6 TRIMMER 1 4" SAG ROD TC = TOP OF CURB W17rH TURNBUCKLE METAL INSPECTION FRAME W/ SOLID LID EXIST GRADE I 3' STORM PIPE TW =TOP OF WALL 1 /� (NEENAH R-1975 OR EQUIVALENT) 1 2 X 4 100 BW = BOTTOM OF WALL / l 3" CONCRETE COLLAR Ej B 100 STORM MANHOLE TS = TOP OF STAIRS CONC. CROSS BRACE ° BS = BOTTOM OF STAIRS CRUSHED STONE BEDDING 2 x 4 ` 6" B DROP INLET & STRUCTURE NO. FC -FACE OF CURB STONE-' 2 x 4 RAILS FRAME ° CURB EP = EDGE OF PAVEMENT s" DI CLEANOUT . - o EP/ FC 3'-0" CURB &GUTTER ' - EXISTING ' V OR AS SHOWN ON PLAN PROP.. =PROPOSED CONC. LIMITS OF DISTURBANCE APPROX. = APPROXIMATELY WHEN NOT ALONG SIDEWALK PLUG LINE ND INSIDE ELEVA TION 3 SIDES X FENCE XXX MAJOR CONTOUR 12„ NOTE.- ALL LUMBER SHALL 3" CASTER WHEELS XXX MINOR CONTOUR POST ELEVATION BE PRESSURE TREATED INSIDE GA TE VIEW ci .0 f- TC 725.94 PROPOSED SPOT ELEVATION 19 20 1� PARKING COUNT 4NScale EANOUT DETAIL DUMPSTER PAD & ENCLOSURE DETAIL CURB WIPE DOWN DETAIL No Scale No Scale ®GRIMM AND PARKERARCHITECTURE,INC. / 1 181 17 161 15 14 13 12 11 10 9 8 7 6 5 41 31 2 1 @ GRIMM AND PARKER ARCHITECTURE, INC. 181 171 161 151 141 131 12 101 91 81 71 6 K J C F E C 4" MIN C 6" MIN z 2 0 «M� N/'1`I/11/wr�1w 11//wr1w111 I w/•111 r•/•1•f 11 fk 4,w1: �w!�w/1}wwl}f jw}tw111 I w1•w1111 w111 I��+� 1} 1; . .. ww1wr/1/•1 ��; • 11•w/1w11wrrri i 111 w11 w11 �� I� • • .. nr»�nrr.� � r1 . � . 1/w1111/1111 www111 / WWII 11� o41 /16'" HOLES AS SHOWN WELD (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 SWM-DR %11 DIA. X 6" LG. ADHESIVE BOLTS X W/FLAT WASHERS AND \ LOCKABLE ACCESS SELF LOCKING NUTS DOOR W/HINGE, TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA. B.C. CLEAR OPENING SEE NOTE 1 , LOCKABLE ACCESS + ' DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 2" WIDE X 1/4" THICK STEEL RING BOLTED S7 DI BAR i TO RISER \'� / 3" LG. IOLTS USHERS AND INC NUTS. PLACES -EQUALLY I AN "E" DIA. B.C. i I gig CIRCULAR STORMWATE RISER I.D. i MANAGEMEN DRtVNAGE RISER O.D. STRUCTURE RISER DIMENSION APPROX. I.D. O.D. A B C D E WT. (LBS.) 24 30 31 213% 7 11 27 24 36 44 45 41 2 13 19 40 58 48 58 59 54 2 13 21 53 86 60 72 73 67 2 17 28 66 135 72 86 a 1 80 a 23 35 79 204 84 100 101 1 931/4 25 1 39 92 266 96 114 115 F 1061/q 1 22 1 38 1 105 305 2 c I RISER O.D. I 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 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 1 94 12 25 37 92 49 290 96 114 1 107 12 22 1 36 1 105 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 OIR 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" DIMENSRON BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. GREATER THAN 7'-2". SPECIFICATION REFERENCE STORMWATER MANAGEMENT DETAILS TRASH RACK X VCiOT F 0 R SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.07 DRAIN BASIN All ,1-„11 NON TRAFFIC INSTALLATION . GUSHED STONE OR OTHER 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. INLINE DRAIN 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. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CIA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT m BUFORD, GA 30518 OR POSSE55ION OF THIS PRINT DOES NOT CONFER, DATE 9.30-99 'ice PHN (770) 932.2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR { FAX (77/op 32-249 Nyl® las TECHNICAL INFORMATION SHOWN HEREIN l" com REVISED BY NMH PROJECT NO (NAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11-16 DRAIN BASIN & INLINE DRAIN ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110.111 REV E PERMISSION FROM NYLOPLAST. 02011 NYLOPLAST, 51 41 31 2 1 CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT 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) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12-1 MAX r THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX 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 q 04 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO r 4%y[7 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 1011 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.r 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG TYPE A � BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR 1(^Prl CONCRETE COVER 1%2", 6: CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS - ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. ` 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED \ Xd? 12 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAX 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 TYPE B BE LOCATED BEHIND VEHICLE, FIRE HYDRANTS, DROP INLETS, ETC. LINES,STOP ACCCESSIBLE ROUTES PROVIDE AE 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. i 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT A211 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND l2 THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1 MAX \�' - - PERPENDICULAR TO THE CURB. 5'MIN XX K9� _ _ -�U _ 9. TYPICAL CONCRETE SIDEWALK IS 4-" THICK. WHEN THE ENTRANCE RADIICANNOT fir? - - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-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 XX ,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 6"-2.4" C-C o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 1 0 0 0 0 0 0 0 0 LANDING RAMP + 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ague 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150X-65X OF BASE DIAMETER -DETECTABLE IN N0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv ARING o TOP DIAMETER AT BACK OF CURB I I 0.9-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER L I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL lV DOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION 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, 36, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D s-�- APPROACH FXPANSI(W JOINT � 3'-10" FRAME & COVER BACK OF SIDEWALK Y JOINT a•"f SEE STANDARD IC-2. BAR G GUTTER 4' 4' g„ o io GUTTER 211 BARS C 6„ „6BACL RS B W BAR CT 1 SUBBASE AIRS F It 1}s1f11„ 2 F. a.__ __ __ HARDWARE y\I I z CLOT z+ BARS F 1 wEEPHHOLE. I o 0 I SEE NOTE 8 I P.) L w STEPS.'SE �I II BARS DFACE OF CURB EAR F BAR A NOTE 5 CCONTROL JOINT GUTTER CRACK CONTROL JOINT 8 ll 2 8 PLAN 3 D SECTION A -A MIN r--A 10 MAX' KEYED CONST. JOINT L-VARIABLE - MAX. 20' 2'-10" 21° WARPED GUTTER t 2_0 J8„ 2 6„ B 8" 3' 0" 2" APPROACH iv 2 BARS A 2 GUTTER 01\. I - 13 4RS C, ----r-- BARS F BARS E Lr B �+ 1 *3" DIAMETER 00 BARS E WEEP HOLE FRONT ELEVATION BARS F 8" " , 1'-8aBARS B - - - - - - (GUTTER REMOVED) 11/4„ (5XI/q" BENT PLATE _ : SECTION B-Q 8„ `�._I_ � p D. p•. a." N 'A" R TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 & CG-7 STANDARDS. ;'a L2%2"XZ%2"XI/q" TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CG-6 STANDARDS. GALVANIZED TYPE A 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. CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2' C-C. 2 APPR.PAVEMENT DI-3A0I-3B L DI-3C L WARPED PAVEMENT _ ( _ FLOW Flaw I I FLOW 1'-0" 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDCIT STANDARD CURB DROP INLET SPECIFICATION R ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS NYLOPLAST DRAIN BASIN WITH STANDARD GRATE f--- F CONCRET " O lie � � uj • 0 W L • z Oz • � O 1.4 �o K J E O 0 L N Y } Q co Q (0 co _0 C Qj 1r � N E U)g 4 H N - O (y) 0) W N -0 � Q) r-• N U I- 1.j 6.� G r C V GP #21850 E COLLAR TO BE LOCATED 6 BELOW (1, 2) INTEGRATED DUCTILE IRON GRADE IN GRASS OR BIO-RETENTION AREAS. l l l FRAME &GRATE TO MATCH BASIN O.D. C-)\ 18" MIN WIDTH GUIDELINE Q � 00 DOp MINIMUM PIPE BURIAL 8" MIN THICKNESS GUIDELINE F_ DEPTH PER PIPE CX: (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION �..+ PLANS/TAKE 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 IVLR!ABLE 0p-36W DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, LJ. ACCORDING To PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001 -110-111 FOR NON TRAFFIC INSTALLATION. G (3) VARIABLE SUMP DEPTH Z ACCORDING TO PLANS 1 (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.) AVAILABLE: 4" - 30" FOR CORRUGATED HOPE 6° MIN ON 30" V (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR - Q SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DVN (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER U (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (Z> <57 8'- 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. - D BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE C -) PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. C10 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7 . 2 - 12'- 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 1 1�1 N 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN � L.L DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE � W 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT orb BUFORD, GA 30518 ¢ _..� ASTM D3212 FOR CORRUGATED HOPE (ADS N-12MANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1-23.06 i PHN (770) 932.2443 N-12 HP, & PVC SEWER (4" - 24"). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyl® �r� FAX (770) 932-2490 L_u 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO360°. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NIAH PROJECT NOIMAME rl C a wWw.nyloplast-us.cam ; ' . . .' MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE Q LJ- J C' J 6- 12'- 30'STANDARD GRATES SHALL MEET H-20 LOAD RATING, CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11.16 DRAIN BASIN WITH STANDARD GRATE �- 7 - 8" & IT STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL �x -� ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN W PERMISSION FROM NYLOPLAST. @2011 NYLOPIAF DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110.144 REV H CO C 7-v2° 0 ao cQ 6' LENGTH z U CXD 0.5' FROM EP 5" DATE DESCRIPTION 02/25/20 REVISIONS 0 0 0 .o o 04/06/20 REVISIONS ANCHOR WITH V RCDHPC IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 17 161 151 141 131 12 10 7 5 PRECAST CONCRETE WHEEL STOP No Scale 3 2 C1A 119/20 OGRIMMANDPARKER ARCHITECTURE, INC. I A 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ®GRIMMANDPARi(ERARCHITECTURE,INC. \ `\ � \• s ' 3'c7t�'IR6..IBS r -- _•- REItOVE-AND_REP� E SIGN. ,, .- '" / / ! / i / ! / / ! ! . ` •,' �f �,,�„��.,�"'�`•� *'�� RELOCATE PE LAYO� T PLAN. �3 REMOVE t)Z'�:fx4.> SD INLET W/ ORATE x 'TOOP=392.90' \ \\ t \ \ t INV. IN= 390.05' 15"ROPr r / / / / t , / /' t - - 4(0I(2,W, €` . INV. OUT= 390, 05' 24 RCP REMOVE / r k o l SD 0UTL>h'T Val1 FEE � 'e � y y � r f / /`fig ,l INV 339.59' _� a "��'' "DECg4 It RCP _ / ?'DEG / ,' /' 3g$ r' % ' ~ CL ! REMOVE tie STORM\PIPE TMP 130 25R / t ".`��a". e -rt% r r • Ie r r t t 1 \ ee`a, e e e a a� , \�•` ; `'~ „� ` `�' �' i CEDAR p0 \ _ CAL VA1RYRAPTIST CHURCH OF 9COT'i"SVIL L E 2� r 4� 3' uHRtJB� ! ! r 1' ' ' \ \ `* \ Y ``~,`~ e y e`\� l \ `O e. ~ ` \ I/? L DB. 763 PG, 33� 1 t o`` `eti`��o REMOVE (tll \{ErAND REPLACE SIGN ;i; t r t % 1 t • Q (PLAT) IS M LOCATION. r DB. Ia07, PG. 122 PL1 T .�'*D OUTLET VI(1 SCOtJ � �� LLI 2 DEC > 'li\7'V-"1390.i -er 3ct� - <; ! ✓ r \ `a W SAWCU_ D t�EMOVE-1' t b wR MOVE STORM \ 1 'OF AS TO ATCH i� _ P eft + v ` / r VI ----...-_.. .-_......— --.. . --._... _._ ----' _... _ sVI \ w �o \ s3 \. • O a / \ / i GCS -•-- 'r .... --- -`. ..._._._._... c? SW&I FA ITY I a t I REMOVE/ g r/ _ e /-._....._� / s / LIGHT FtTC1RE '' •- r \ � � � ; '� I I P .c 6 DC" / / `e � ✓ r„ REMOVE IRE g,OE Pr / E4OVE INLET TOP, C>A161C t\! } 1' I 1 1 3 `�J / �/r ` - D CURB INLET S�✓%rMifD 404 "• / / / o - r I P BASKETS /'� � T�7P--�10.3a� r . r s ..- / TOP 391,5 ; 1/ I t! ,I j // IiVy�lN 396.60' 13"RCP ~ \~ L(MITS OF 400 � ! � _ 'NV. OUT•-�04—.61' 1B°RCP � 56"DE I I „ REMOVE WATERLINE 1 e , „ X �} i r \ t/ 24 ffF-C 'u3 - 5 UTLEr wtl4� � ` / � w ' � r ----•• � 6 DEG -� �- ,`e,.v`e.,,`,,'°�`:,..°�' I I t 1 - .. ,..-.--,.-.... \ / REMOVE/STORM' ' SD OUTLET Vyr1 FES 1 � �s '� (s ry � / REM VAL I / � � °' _ _ - ` I P(PE !t , - r �� 4"RCP t r !' r ' r/ ! r y .� �'0 -- TO ` � •�` 0 k I \ t ~` \ // o's vr' i v C SD CURB INLET �i"MHD � � . _ FLAGPOLE X TOP-4'04.1 a' r r `,'. �•.': �.''e'.`.`."e'er^`, `'\\.``,`,`°...' } t ``•.`,'e. `'e`o,'•woe`.,:,•'`,.,•`\. ' "'' "^ '" / '`,. •''`,``'•. ` // /� / ! / i w I i \�,-..t •.., � > � .._ ....... '" '`.,.`.`v. `'�•O,\{ � '' / • ``yam. ^, `•,�, �'�,``q'`•: `\ , ,r I t \\'.*e ''..`�� :.�, � ;. -- . •�;, e..',:�:�x".:�-.�,i`�`c,•::- ,. t t ! INV, IiV= 398.35 15 RCP i j T-.-_...._...,.......:_..__..v..,.-.. `�,`'e\,.` } t '3�,.� / ` ti �`.~•.',;';,:\`'�:'°�..`~.''•,.:`:`•,,`e,`.i � ,:.`.~•,'':, �.,``,e`h•.. '\a'`:`C,,.```.�� „ . ,``�.e�.''a.. w`e '3^',`, ;,` INV. OU7�-J22' 18"RCP I I j i !� ! jj ? is �i ___....`��:� ..-.. "`- , / /s i... t,_.• -' `` \ \ \ � \ ', \ \ .- r - -- - \ r RE�/}OPVE I i! r t "y.°a..'°,`�e.`ti.`.'ay``.`.., ;'�.'',ti `a'`y, t t ~ ``• "`````'`'•`~^`'\`.,,`,`^.`\.`''�a.`..'.:`y."'..,,,'ti,•�,.,e``:.',a'_`•,.'ti'�e'C •..''ee.+o.. "ti'(,`,,�,", ,"e., .._...1_ ._ _ .......... _ - s^,,......_• ! 'e. r ( " ! j i r '°°®• \ \ ! L. `'e` e' 0` ~, o� v 1 t `\ r e �`oti. e `e`e `•"e~ `\` `\ ~e\{ e ` ~ ,T cJI�N -_. — �'`-_.__ SD CURB INLET W1WHD e \ \ \ \ t \ ! �•`'":^ q`\`.'.`�'`..�0.`"..".a...`\`�.".ee j `,``..\`.'.^.'o`\", i.M`•..``. `". 1`1;`e'�,�`e"`e\°~,''`. `ti'""!�`'-"�.`\,`\.4^.: stC�'.°`.."'s. "^��` � ,. 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Ovr= 4QI.�� I5 RCP -, t \ REMOVE DUMPST�R�', f� > 'r "�'.y .�.-i t \, ENCLOSURE PAD r / REW/ %sa cs'� /r t s P s + , P! C, \ t t } e r- `� ~;~"t AND EiOLLARDS. - " ! - SDINLL* I�/RATE / E t REMOVE E 'STING\ ' r \ • CUB - D,EWALK �j' 1 ! + _ i i 1 I I \ \ \ TUr'-%96.01 t11 0 4 t i i 1 t i i i f ! I I I i { t rn L ' t ~ ,~ MASONRSHED. -REMOVE ` // ~~---- �ISTl1G 1.5" .' „ I I c; , it - \ INV. N= 3��_71'44 RCI _ 1�fARST JOINT �} I i j i, ! j i i i j I i I \ t i N ! ci r % / I t ti i I 1 i j ! i 106 � � \ \ � N Y r k t LIGHT FIXTURE t r r / W�iTEILtNE INi'OiJT= R'CP I I ( + i s j i iti \ t, t y - t CD Q N > Q. Lo A`ve .- .. SD CURB INLET W/ MND LS,�3 "- �'`""` TOP=406 36' - INV. IN=.3J9. 92' 15" RCP ` L Sr` / } 6„ DEC \ I / \per` t} \ \ \ ! \t t} ' t} I 0 N E .t', �',} ,°O e1"' 0,^w.•.^w �`°."°-y. •., a(1�`�i !1'7" �'lGL% r '.. r % „yS t ( 1 eJ. t% RCP .r' , p' `�' ('' ..... ...., .- ..-.. _._. _._. ...- ..... ..,_ ..-- ..,..- .�. --^ ".. ^_" ..._ _„. -. .._ .,.- .- r t t t k O \'J •�i H />� , ' ;`e �•`�\�` e` `~�� ` 2'.x 17 400 y ' I — OUT-- C � \ LO WELL, � +� � L u I .INV, OL.I 3./ i� ' 11..,, _ I I J + ,G� t l ++W IL d' _ ' /"` •+ ' i rr �� "p — I i t'^^.. f r J 1 n (F1 fOj f33 - Ca;dcf� r� r,17 �- 401 / r - .� P DEC ° _ e' coN U N -- P 1 I l } I j t#d 1 4p�. __ r I DEC1 } tt t t t % . J'i Pl ^, {J I t Tlri?I 30 >.al �' 1 Is _ REMOVE LIQH DEC/ \ t "SELL LET"t t MAiILBOX \ FIX�URE - D r�6 , - ! r- _ - - M '*p`` '-' �P06 - \ Sl. jN&ErWri:tGRAT i t I . r ._.._ I t ` 3t}v3° 6 Pp t y it W G 2�a1 {�,sl-i �) _ 64! RE , �•. _ _ raP-->s�s t77-- �I — ``�. , P ..—_..•._.- -— � � � t } I t i �. r INV. IN-403.99` 12",6TEEL ~' e• �`'�, A f i ----'-___""'_`_-..�._-,_,_,-•---=_ 1 ' e� I _ - _407 _ -•. - + ,•, C� 'A -p s1LT i ,- t ! I I t `e `• `` ` e ",� y r = WATERLINE - 40 - _ • _ ®G ,. 5 rs_ / t , — -`'•.``,.\; :.`.`a.°`~.~~.^'' r _ _. NV hV 4GD ?5'4"RVC i � �' •...._.'.`.",_'.1 2 tDr° \ INV. OUT= 400, 65' 15" RCI' ~ ' 'l o 5"iDEGr ' - _ - - -_ 408- - - - - -- .-.. - .. - ._..._.. (FRO''/1 DJ E ► �`'��'�/� � RELOCATE EXISTING II - i $ "DEC t i 2 SHEDS ON SITE PER J GPI I ' C! ) t - _ _ _ 409 (2>CNF�°�Yt -DOG ,�(OD / - 40000,1 ` ./ ! �t3 DOOWNER DIRECTION. PA,)R GRATE, BOL T37= 4J9. i rFFE=09/' Al 3 I OLD WELL WHICH HAS BEEN ... ,. �• w-----....,_,_,_ -� ---•' - °` ! 'ate y O-- r \ 42 DEG I COIC. I PREVIOUSLY CLOSED I N DEC EM B ER _ � ,. I _ - 3 DBL. DOORS -°...• T� 'r I C',LiD 2008 PER VIRGINIA DEPARTMENT OF (-) '� '•`rLS't `- FFE-.10.a3 " I r HEALTH STANDARDS. _ ___ 1'E3RICt{ I REMOVE SIGN WALL _4NDRAIL y w � _ k �� `~ \�'� REIbIOVE ,4 TOR TO REMOVE AND i Ai I P rr� t� �`e� �� REMOVE WOOD - / CONC. C+3 �UaIIF. �I / ► \ , `� . o . wC�'OD POST � � _ � \ - - - - I i POSTS (TYP) WIROCK �' DC)OR i ! \ DISPOSE OF M BILE CLASSROOMS AND t10C)DEN RAiyl, -1 ` _ - 1/ ~I'��'ODEiV �`-"�" CC ' � : IwI�i7�PUMP � ARn4oR `� t \ ,� � ALL ASSOCIATED FOUNDATIONS, . e -TAL CANOPY i \ UTILITIES, DECKS AND RAMP$, FLOWER i�! t P P , G P #21850 - BEDS ETC. DU ING THE SUMMER t f F3r1P } . \.. REMOVE TOP C�C7CiC <� f •- {2) - - o }� R OF ,- I'MP 130-,2 P r I I 2021. REMOV POWER SEWER AND 464 MOBILE C:.L.ASSRC?C7f14 � 3' DBI.. DOORS CLEU 4Jli9.9i' I ! REMOVE - I r--4a5.0C } ,3 DOOR 1 1 i ! ! t WATER BACK TO NEAREST FEED / (' ) - t'VfC�BILE CLtisBfZC7tiM � t COUNTY Of"�s'�'LEM, , , ., 1 t �R'LE SCHOOL �C%4F�D r t,I I a F t 7 3' DB.23, PG. 620 (>) DBL LlCC}RS ti MANHOLE, OR CONNECTIO " AND a � I t �/ DISCONNECT/AND PLUG OR CAP, 1 ii i II lJ LA-1 r FFE=�? 90. a�' CJ / `v`~ ee"v •�� `~ A �ry �rryry(L�. +•.•.,•.•.i _. SHED wVtJ�O VJ ii rT�CIArc2 PROPcRTr',4L7DRESS. T866 SG`OrrSVfLLE ROAD Cy ' NECESSARY/ ONCE CLAS ROOMS ARE 1 r ffVANSFEft UNIT - - - , VW CHAIN i REMOVED CONTRACTORSHALL ` / / I / / `.:\�..'^";`~;'�`a�•.• , ,,,:x..,...,-..��_a�(16 x 12) � ON �;aNC. PAD I O i REMOVE 1 REMOVE LL FOUNDATIONS / f ` � `` (2) ,3 DB DO S I t 1 FFE=490.01' �.,� �., COMPLET LY AND GRADE GRADE�ARE AQ- o`�` - ' REMOVE CHILLER I LEVEL BRICK I - - ---- s w- - TO HAVE EVEN CONSISTENT SLpPE I ► ~�` \~gib ,a CONTRACTOR TO REMOVE REMOVE j. % (2) 3'DBL, DOORS � ~ I � I LUNDE j � AND PRESERVE CONCRETE PAD. SCHOOL FACILITY - 3 DOOR , TOPSOIL AREA AND STABILIZE. t - I i Cj AND DISPOSE OF MOBILE RELOCATE EXISTING GROUND OIL _ CLASSROOMS AND ALL EXISTING TANK TO REMAIN1-- ' SHED ON SITE PER 3 DOOR TANK 1 \\;~ ASCIATED FOUNDATIONS OWNER DIRECT4ON_ REMOVE --� _ Y' , � REMOVE \ REMOVE r UTILITIES, DECKS-ANQ f' _ GENERATOR TO BE R 3 DOOM - _ LANDSCAPE 2 MOBILE t SALVAGED AND--L?'A7E i -__ { ,/' FFE=410.05' 3' DOC? Tlt,%BEr' WA1LL - t I I STEPS ~ VtllFIANLI fL I O RAMPS, FLOWER BEDS, ETC. CONTRACTOR TO REMOVE THE EXISTING RETURNED TO OWNER f / L=a' - - El EC, CABINET -� � 3 DOOR 3 DOOR - � � CLASSROOM _ _ I E ~ `..` ~ \ DURING THE SUMMER OF C ~' .� UNDEF7`GROU-N TORAGE TANK AND PIPING IN r � C S `T ~� ~~ - _ ACCORDANCE W GENeRWOR j� ~ R 202_Q._REMOVE POWER, ITH' TITLE-9-(ENVIR_ONMENTAL) OF r ( I �'" - REMOVE (� x23) c7 J . 4t , , of j f SEWER AND WATER BACK- - (3.4'x7.6) I ..� - c REMOVAL OF MOBILE _ --40/VIRGINIA ADMINISTRATIVE CO, AGENCY 25/ 3 DOOM 3 DOOR / / I I IO TO NEAREST FEED, Y__' _ 3 DOOR ~-� CLASSROOMS AND , 3 DOOR / (DEPARTMENT OF ENVIRONMENTAL QUALITY), - -- � t % FFE=sIa9.99 --� r t i _ MANHOLE OR CONNECTION " REMOVE t t EXT. CONC. ASSOCIATED SITE WORK SHALL FFE=411.66 a / CHAPTER 580 (CJMDERGROUND STORAGE TANKS), CHAIN -LINK �: v t t I SAW CUT WALL VERTICALLY. BEAM / ( •�' AND DISCOffNECT AND PLtJG' -SECTION 320 PERMANENT CLOSURE AND CHANGES -IN FE,V E7H7= j I COMMENCE SUMMER OF 2021. - r r OR CAP AS NECESSARY. SERVICE _ 1 � , U: t REMOVE SECTION TO THE I —+ S CE-) AND ALL OTHER STATE AND FEDERAL _ REMOVE I WEST AND PRESERVE - CONTRACTOR SHALL REQUIREMENTS. -CONTRACTOR TO PROVIDE A COPY � SEW R `PUMP' •----- _ -•-406 ! , R� ' r /l ,, _.. t SECTION TO THE EAST. s� rOP-=4a ,16 1 \,.__. •- `REMOVE-AI=L- O `UNDATIQNS PERMITS TO OWNER BEFOR BEGINNING WORK. r TC)P= 407 40'. ' I t Exr, caNC. -• LANr)SCAPE ; „ - 3 DOORF-- ' ' 1 INV. IN=403. %£I %' Pv r ?om D � J t (jjj/ •"" r'•-,a.,,.w, COMPLETELY. (`TANK IS A 10 000'GALLON UST INSTALLED 10/1/1992. ' INV..=404.46' l \ - =---� BEAM ' TIA43ERFf7A;t✓I.F. _ , _, { _ ) t � � t � FFE=409.66' _ - - LANDSCAPE INV. IN=404.44 4 PVG TI IL R MA• ,ACTURER, XERXES. TANK GAUGE:' - - - - rlBErr J._ t� " i REMOVE I - 409- - - -- -- / ry � - � - t I \ F7.Re'AM lNI/ OUI 40 3 6% ram.. '- t Q i � Q l -- X- - TLS-2/TLS-350) REMOVE IN REMOVE FENCE � "" (�,ry�! � r r't10r31LE 1 - •__ - _ COORDINATION 15'" DE'C r 0 P C� - ' - - rYT CaNC. 3 DOOR iI GLABSROC)rlrl f _ \ BEAM FFE-4a0.33 - - f ` WITH NEW PUMP - ' , '7-2' ! L� O D REMMZO` � "`� - � INSTALLATION. G - _ \A-51'0; EXT ( C. DPP C�iYlr�if,4TELOG..�1770iV OF - r (3�'x23` _�7 Rr=`MOVE CHAINLINK FENCE J ` ~�= � b-- r -- �Up" ' 6"BAN - - 4oJ- 1 �,`� 1 I Lt7 D r CHAIN LftVtY __� _„ 6; JV _- _ � f TO THIS CORNER OF BALLFIELD FENCE(iIT=6) - - co \ / \ 31 H SAN~ EXIS N�� itilAll\IIrIOLc J 1 c d_ ' 411 - - _ REMOVE- CNFR REMQVE WOOD _ r b CHAII�I-LrNlc BENCH\\ U _ f /"- ~� - _ 2 3 DBL•' t �, COORDINE REMOVAL OF POLE Cl� Y p r F t�IC (k1Tdi3;�_ - - � _._. - / - ' L.7GC�RS �- i LAC. CAL7�fl1A T� L� D�CAIPE Cy! s -- - _ _ / " � i OMB>ER WALL A�1D POWER LIN�'WITH,UTILIiiY I E_ \ r \ MHS -r,rr. U� r 2 POSSIBLE F \ / C: t , ,REMOVE - y _ A UTILITY TRENCH ! t �� ( I _ f T( p-409 (i - ! / iOWNER> F NO L�NGER IN USE Z O 1AIN--LINK j r ---- SCAR / / �e r _ _ / ti / r ��I AFTEjPR JEQT. IF POLE HAS / z 1 � 1 f / FENCE (HT=12 j \\ (FROM'PUMP) D - t/GF� ----- ._._._ �_/ f / f t t r� [L FRC?Iytl BLD - - UCzP--- ' - -- -- ----- UCp-••_ 3' DOOR 3' DOC+'R , a I ! '. -��' t LIGHT�QN�tT KEEP POWER �QLE ! I ¢ W "'`.t AND LIGHT J 1 1 U =405. 79' - / t J / BRILL HELD r / _ e m` �� " U;P`" /�t e O/ f SHE ! I I 1 1 REMOVE �lG _ .Ix � / C;o ,, l !f / I i / `fie 1 ELECTRIC EQUIP. /( O W U� C ( REMOVE WOOD ' - i�i s jP " , t / BENCH , ! REMOVE / Parrs4 ~O CRE V MOUND Cr.)PITCHR WHANDRAIL 'Ilk E�REMOVE SWINGS � CHAIN-LiNC U U �? t FENCE (HT=B) t! I t REMOVE CANOPY AND `er t' r f I JI rr I O _0 CC �' ► t } ALL FOUNDATIONS. UG? MHS r l , f r ! MOBILE �" t\ „,.i `\ / �' _, % C�� / J J �' TOP=4a8.0"/ ` I /r i 1 DATE DESCRIPTION INV. iN=403, 9/ 6 PVC (0) , 1 MOBILE CLASSROOMS WILL BE REMOVED BY ..� GLAI>5`'ROONI �`\ •'" � I OWNER DURING SUMMER OF 2021. - . r' r INV IN40323'8"PVCI(NE) G 02/25/20 REVISIONS CONTRACTOR SHALL SALVAGE OUTDOOR DECK, \ \ ' �p�2 • \ i ,<11VOPY / \� �` r / INV.g00T=402•!6`(T1d TANK) � Aj tj /r Ir � 04/06/20 REVISIONS OWSTAIRS, RAMPS, HANDRAILS, AND RETURN TO // / j I ~ \\ I 7CP=Ial6�7' t r ,, HALL REMOVE POWER, !/ t M,�A_.,.- ..ji�i/. GEN"iER=,�9i:29' � // LEGEND: B f - P SEWER AND WATER BACK TO NEAREST FEED, i4 1 i ^o .....� `, f t f ' MANHOLE, OR CONNECTION AND DISCONNECT , REMOVE , f\ PQ ✓ t / / / ! B AND PLUG OR CAP AS NECESSARY. ONCE / r ~`., '' ,,I i , MHS t r % / 00 CLASSROOMS ARE REMOVED CONTRACTOR ` , t / t ! t TCaP=40% 61 t REMOVE HARDSCAPE Q l 1" y 2,e I r gym."'""_,„'--�.,`"`_v : '--,.._._._ tRtt/ !"L'AtT�'GJ--�Q7 Y�Je ,v`k' t 4 r,o n%1=1 3„ DEC w` A► );'t-IftL. I } ",. \ I / ; �-- PUS TIC, ♦ r ,, r� t , .".,., , -- I � E COURT � } �, / RETAINER r r r / / COCKED SHUT, r r r �� / - - - - - 0 20' I / / / ' r / r - SAW CUT CURB SIDEWALK I _ w.. - _ _ - . �� t / / / ✓ / / / r r ! ,,,' r '" , / / / OR ASPHALT (SIDEWALKS AND CURB TO BE CUT AT 4;r %. �� ! / / / > r r r r o' r / NEAREST JOINT) ' r 181 17 16 151 14 13 121 10 9 8 71 61 51 4 31 2 C21 / ® GRIMM AND PARER ARCHITECT URE,INC. A 1 ® GRIMM AND PARKER ARCHITECTURE, INC. 181 171 r 151 14 131 12 10 L 7 C 5 3 L lil J I!1 G F 0 C GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS, NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP!/3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRI AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL I ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE ON PLAN SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAO vi�rnc i �.n MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL �I 3 X ROOTBALL DIAMETER EVERGREEN TREE PLANTING MOM ROOT BALL 12 GAUGE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL.. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL (PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYIER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE GLO 4 ACER RUBRUM 'OCTOBER GLORY' TM OCTOBER GLORY MAPLE 3.5" CAL. B&B BET NIG 10 BETULA NIGRA RIVER BIRCH MULTI -TRUNK 7'-8' HT. B&B QUE PHE 8 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT JUN EAS 8 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT BUX GRN 29 BUXUS X 'GREEN VELVET' GREEN VELVET BOXWOOD 24" HT./SPRD. CONTAINER ILE INK 24 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER ILE WIN 24 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER JAS NUD 8 JASMINUM NUDIFLORUM WINTER JASMINE 24" HT./SPRD. CONTAINER GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR SED 42 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. CONTAINER 18" o.c. HYP CAL 87 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ECH PUR 73 ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL. CONTAINER 18" o.c. SED AUT 41 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. LANDSCAPING ALONG THE FRONTAGE OF EC ROADS * per the Entrance Corridor requirements of the Albemarle ARB Design Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SCOTTSVILLE RD. 200 LF 1 LG TREE PER 35 LF 200/35 = 5.7 6 LG TREES 1 PROPOSED LG TREE 6 EXISTING LG TREES LANDSCAPING ALONG INTERIOR ROADS * per the Entrance Corridor requirements of the Albemarle ARB Design Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED INTERIOR RD. 120 LF 1 LG TREE PER 40 LF (120*2)/40 = 6 6 LG TREES 8 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 2,548 SF 2,548 x .05 = 127.4 SF 128 SF 478 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 15 PARKING SPACES 15/10 = 1.5 2 LG. OR MED. SHADE TREES 3 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 14.7 AC (GROSS SITE 14.7 AC x .1 = 1.47 AC = 187,284 SF (EXISTING) + AREA) 10% COVER 64,033.22 SF 64,033 SF 7,248 SF (PROPOSED) _ 194,532 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED, SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. NOTE: THE LANDSCAPE PLAN SATISFIES THE MINIMUM LANDSCAPING REQUIREMENTS OF ZONING ORDINANCE SECTION 32. County of Albemarle Conservation flan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following itemm.% shall be shown -on the'nlan• Trees to be saved; Limits of clearing (outside dripline of trees to be saved); W Location and type of protective fencing; NIA ® Grade changes requiring tree wells or walls; N/A E3 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the trey: marking has been inspected and approvedd by a County inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Kguiiiment O ieration and Storage: Heavy equipment, vehicular traffic ,and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved 5. Soil Erosion and Storniwater Retention Devices, Such devices shall not adversely affect trees to be saved. 6. Niw res: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materlals: Toxic materials shall not be stored within 100 Net of the dripline of trees to be saved. 8. Protective Fencin 'frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. AEI Fencing shall be in place and shall.be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: N/A El 4Then the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. to. Tree a!Halls, N/A Lj When the ground level must be lowered within the driplinea. tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. 'I'reneiriniiand'(unneling:. 21 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an altemative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cteanuo: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees,, 21 Dainaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT 18 THE DEVELOPER'S RESPONSIBILITY TO CONFER WITHTM CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. R SIGNAT'URE (DATE) CONTRACT .PURCHASER SIGNATURE - _ (DATE) 5/1/06 Page 1 of 1 W. H III i Wo. 14Z� 04/06/20 V w kc,", P E AR B 1 IPII 0 o= �i O L • • W > Z W 5 OQ • �o z N �o K J N O p () N N L a) N Q � W co Q -p >-05 E � � N �o�4 H m— o� W LL- L tl cn 3 W 0 Z G ]_ CL (D GP #21850 �— F U LJJ 7) O rL, z C� O Lu vJ Z �s O LU ~— Q —1 Z o Q cr> � D vJ c5 U3 O z z L LJ �� ' W w w n I W _l J C/' U CIS O z O o0 CY3 ti DATE DESCRIPTION 12/25/20 REVISIONS )4/06/20 REVISIONS L2.0 1I9120 NOT TO SCALE 181 171 161 151 141 131 121 11 10 0 7 0 5 C� 3 ®GRIMM AND PARMRARCHITECTURE,INC, I A ® GRIMM AND PARKER ARCHITECTURE, INC. 181 171 m 151 141 131 121 --- 11� 101 91 81 7 51 41 31 21 1 L J H G F L PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE GLO 2 ACER RUBRUM 'OCTOBER GLORY' TM OCTOBER GLORY MAPLE 3.5" CAL. B&B GIN AUT 3 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 4 AMELANCHIER ARBOREA 'AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 2.5" CAL. B&B PLANT SCHEDULE 10'-71 " BOARDWALK FRAMING PLAN Y STEPPING LOGS BOARDWALK SECTION 1 1 /2" = 1'-0" 4x4 RAIL - NOTCH FOR DRAINAGE 2 x 8 JOIST - ATTACH WITH HANGERS SUBGRADE COUNTERSINK REBAR — AND CONCEAL W/WOOD FILLER 16" MAX HEIGHT - STACK - LOGS AS NEEDED TO ACCOMMODATE GROUND SLOPE MULCH /- 6 ED PING 4GS 12" MIN. DEPTH PLAYGROUND SURFACE MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES COMPACTED SUBGRADE-95% S.P.D. 24" LONG #4 REBAR - MIN. (3) PER 8' LOG SECTION 8-12" DIA. RECLAIMED LOGS FROM SITE NOTCH LOWER LOGS TO RECEIVE CROSS MEMBER I D AS NEEDED TOL //\//\// - --- - _ STABILIZE \\/-III COMPACTED ° SUBGRADE - 95 /o S.P.D. ,.____._._.; ; ;_.,.___ ROT -RESISTANT i l LANDSCAPE FABRIC - --- -i ! I-'-- TURN UP AT EDGES BALANCE LOGS 1 1 /2" = 1'-0" 4x4 RAIL - NOTCH FOR DRAINAGE 1 x 10 RIM BOARD BLOCKING AS NEEDED 2 x 8 JOIST - ATTACH WITH HANGERS 2 x 6 DECKING 4" MIN. VDOT #57 STONE BELOW BOARDWALK X w ROT -RESISTANT LANDSCAPE FABRIC - co TURN UP AT EDGES = 2 x 8 BEAM CONCRETE FOOTING - 4 x 4 POST -BEYOND 3000 PSI @ 28 DAYS 12" MIN. DEPTH PLAYGROUND MULCH O O O O o O O O O ROT -RESISTANT LANDSCAPE FABRIC - u ----1 (1===_ '-- j I =--- !--� TURN UP AT EDGES \`//\`//\` -� -;- I -_-(+ - - f I- -- I _;_.:� COMPACTED 4" MIN. VDOT #57 STONE SUBGRADE - 95% S.P.D. / / — I _ BELOW BOARDWALK ROT -RESISTANT LANDSCAPE FABRIC - i TURN UP AT EDGES 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES CONCRETE SIDEWALK - REF. CIVIL DWGS. I ----_ COMPACTED - I I�Jf 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 BOARDWALK SECTION 1 1 /2" = 1'-0" 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES _ q; n 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE 6" FLUSH CONC. CURB - BASE 3,500 PSI @ 28 DAYS COMPACTED 12" MIN. DEPTH SUBGRADE-95% PLAYGROUND SURFACE MULCH S.P.D. -� ^I I .Mill .._=1 I I 1 I ........... I =. \/i\/i\/i I ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES I=III - I ( =I I =-I - i iL --' COMPACTED SUBGRADE -95% S.P.D. (_,_-� STONE DUST TO MULCH DETAIL 1 1 /2" 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACT D SUBGRAD - 95% S.P D. -i ROT -RESIST LANDSCAPE TURN UP AT STONE DUST TO SOD DETAIL 1 1 /2" = V-0" 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS SOD - SEED SPECIES MIX TBD 8" MIN. DEPTH GRO'WING MEDIUM - BLEND OF 80% SAND AND 20% SAND LOAM P-ED-SCO-09 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 4" MIN. VDOT #57 STONE WRAPPED IN ROT RESISTANT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN - CONNECT TO DRAINAGE SYSTEM COMPACTED SUBGRADE SUBGRADE - MAX. 80% S.P.D. P-ED-SCO-06 EI I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I it l lI I II I II I II II I II I a//� jy 12" MIN. DEPTH PLAYGROUND -III=III=III=III=III=III=III—III=III=III=III=III \// / \//\ MULCH I—III—III—III=1111—III—III—III—III=III=III=III—II \\/\ \\/\\/\\ -111—Ill—III=III=III—III=III=III—III—III=III—III \//� /\//\//\ ROT -RESISTANT =1-11=III=II-1=1=1=1 a \\//° \\//\\/\ LANDSCAPE 0 0 \\\'\\\/ \ FABRIC - TURN // UP AT EDGES , COMPACTED I� I — ,...----.L--- —I � � ............_.... ,........._...._.. -- SUBGRADE - i 95% S.P.D. - ___ I-. COMPACTED II 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 24 - 36" DIA. BOULDER - 1 1 /2" = 1'-0" 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE-95% S.P.D. I II-1II=1 - — I- -I- --I= __ _ ___ ___ __ ____ ___ ___ I I I— i i r, ROT -RESISTANT 1 LANDSCAPE FABRIC TURN UP AT EDGES —j - - _ -_. -) _) I I_._._._._._..r COMPACTED 1" SAND SETTING SUBGRADE - 95% S.P.D. BED 4" VDOT #21A STONE BASE BOULDER WALL DETAIL P-ED-SCO-10 p,LTH OF �� W. C III 14 z 0. 04/06/20 U w pE ARGti o(D • o �= cc L • W > • Z W = • Oz Q • > omcme �o �c K J N p 0 U is N Y Q c (n > co c ai L >rn E � E ��o� 0 H W �- It 3 rc�vUl� ICi W a G I GP #21850 F-- F U LL.1 W _O O LLI E 0 O ':1c _J 0 = c.-V D U3 C![ V O W r-t,- ` W W J W � v J J �— J O C U C/5 W U oCo Q try r— DATE DESCRIPTION 02/25/20 REVISIONS O S 04/06/20 REVISIONS L4.0 1 /9/20 ® GRIMM AND PARKERARCHITECTURE, INC. 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