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HomeMy WebLinkAboutWPO201900051 Plan - VSMP WPO VSMP 2020-04-170 GRIMM AND PARKER ARCHITECTURE, INC. 181 17 im 15 14 im IIJ 0 7 0 R ni 0 21 1 I I K 0 0 u 0 A 1 10 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1681 CONTACT: JONATHAN SHOWALTER, P.E. JONATHAN.SHOWALTER@TlMMONS.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. 711 4 4 l „ f f I t , , i I I , : 00%,oft 9— Ao"A' ff is U Am�' 0 U 5 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 C3.0 EROSION & SEDIMENT NOTES & DETAILS C3.1 EROSION & SEDIMENT NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PLAN - PHASE I C3.3 EROSION & SEDIMENT CONTROL PLAN - PHASE II C4.0 LAYOUT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C5.2 STORMWATER SUMMARY PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 BMP INSPECTION AND MAINTENANCE REQUIREMENTS C7.0 STORMWATER PROFILES Ca.:2 S WAGE DISR02AL SITE PLAN! (BY OLD DOMINIGNI ENGINEERING) G8.4 PUMP T,*!K DETAILS (BY OLD E71SIGINEGERING) L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 DETAIL LAYOUT AND MATERIALS PLAN L4.0 DETAILS TOTAL SHEETS = 20 APPROVE) by the Albemarle CoL)nty community Deveidprrjc,�t f;; rfrrlt t�l Date_ i 7 FileIV t IVI wo r' LU LLI ce J LL] off Lu E CD C35 orf ME Lu 111 Uj DATE DESCRIPTION 2/25/20 REVISIONS 4/06/20 REVISIONS A 0 il 15 14 101 121 111 10 9 61 71 61 51 41 3 21 1 © GRIMM AND PARKER ARCHITECTURE, INC. A 181 17 161 15 141 131 121 111 10 91 3 7 61 51 4 31 2 1 © GRIMM AND PARKER ARCHITECTURE, INC. GENERAL NOTES SEE ARCHITECTURAL 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 12" MIN DRAWINGS FOR-\ * TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. TYP. , HANDRAIL DESIGN (TYP.) 1^+ r kl r Ir t �nKI r�Af r C11 IAi I n/Yni 11 II T TLJC CAI('�I AICCD AAlfl \/COIGN TLIC ADDDII\/AI (1C TLIC DI IONIC G. rmikim I U HINIT UUIVJ 1 r%U%- I IUIV, I riC 1 f\/-\\� I I.JR Q"t-%LL �Ivv v LI'u I I I BY ALL FEDERAL, STATE AND LOCAL AGENCIES. o0 0 0 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT)' 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING 0 0 0 0 ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4" DIAMETER STEEL '-PIPE FILLED WITH 3'-0"'`'� (TYP.) FXPc�c��c�)c P 8" TYPE 21B AGGREGATE BASE COURSE I..r� NNri 040.,2`15 1_sI 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONS I RUC I IUN CONCRETE. BOLLARD % / / / / %`�/`�/`�i `` *� PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN SHALL BE PAINTED JOINT \\/\\/\\/\\/\\/\\/\\/\\/��. COMPACTED SUBGRADE 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 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" 51 4' (TYP.) CONCRETE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C 76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND PAVEMENT 1/2" R ° SPECIFICATIONS. a b a ui 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR o 0 0 0 (MAX.) REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. c ° o 2-0 DIAMETER FINISHED 0 0 0 0 0 CONIC. GRADE WASH 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. c- c 8 ° 1'-4 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE / - EXP. o LIGHT DUTY ASPHALT PAVEMENT SECTION RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE/\/j\/j\/j\/j \/j\//\// 0 0 o JOINT REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.�' 6 5" CORE DRILL CONCRETE FOR No Scale ELEVATION F ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF //� a // %//`i// /j 1/8" , 11. CONTRACTOR SHALL VERIFY LOCATION AND O O \ ° <- HANDRAIL POST, EMBED HANDRAIL A e %ii\/\/ WASH o� a0 MINIMUM OF 6" BELOW FINISHED R- ja ®f�ONTROL JOINT SPACED CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM ANCHOR WITH / REBAR %ij;i, 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' ice ° i GRADE AND GROUT TO THE FULL p a 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 8" 5" # 57 STONE DEPTH OF EMBEDMENT (TYP.)qp 0 OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. �' + #3 REBAR (12" O.C.) NOTES: °a°. EXPANSION JOINT AT MAX OF 30', WITH W 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PREMOLDED EXPANSION FILLER PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. ° 1'-0" } 9 ° (2) #5 REBARS, BOTTOM CONTINUOUS, 1. FINE BROOM FINISH ALL STAIRS. �g"° °„ u! `° 2. RAIL ON BOTH SIDES OF STEPS 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL 31 LAP 2'-2" AT SPLICES PER PLAN 0 Z FACILITIES AS DEEMED NECESSARY. f ° 3. SEE PLAN FOR RISER HEIGHT 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 PRECAST CONCRETE WHEEL STOP BOLLARD DETAIL „ COMPACTED SUBGRADE 4. MAX. CENTER TO CENTER SPACING 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 CONC. WALK WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. MAINTAIN MAX. SPACING m 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND U) PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT CONCRETE BUMPER BLOCK � d ° ° ° THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE ANCHOR WITH 5/8" REBAR EXTERIOR STAIRS ° ° ° COURSE(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 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. LOCATION (VAN) 2" R 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO HANDICAP SIGN CONDITIONING OF THE SUBGRADE. r LOCATION (TYP.) TOP OF CURB 2 5 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 o a o 3" 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0,004 ft./ft. FACE OF THE DEPTH OF CURB MAY BE 41, EOP ° 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 CURB A MINIMUM OF 13" AND A UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PAINTED MAXIMUM OF 19" a , SURFACE 2% MAX. 18 18' AND ICC/ANSI Al17.1-03. PER 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. VDOT 4 °'•> ,<`C kE ONCRETE SIDEWALK JOINT DETAIL -®� -4" PAINTED 1� Scale 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. SPEC. CONTINUE STONE BASE 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION STRIPE c�rBASE VDOT A-3 CONCRETE ' •.? q 4 FROM ADJACENT PAVEMENT PERFORMED BY THE BUILDING DEPARTMENT. (TYPICAL) ,, °I7 <q, 2F�, VARIABLE WIDTH' J 9 r SECTION UNDER CURB 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 8' 5 8 8 8 I _ I'"uq� „?Q"?f �s MAX. CROSS SLOPE 2% J -�- ��z 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 4' MIN. ;SUBBASE o REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. HANDICAP SPACES REGULAR SPACE -� /\//\//\ ° ° ° //\�/�//\ 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. I \\��\�\.�\ o 0 0 0 0 0 0 0 0 o \\�\ GENERAL CONSTRUCTION NOTES FOR EROSION AND \\��//,////` /i;�/ ® 0 SEDIMENT CONTROL TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-3 CURB 4" 3,000 PSI AIR -ENTRAINED w 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE No Scale No Scale CONCRETE w CN Y WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. �41 2" R COMPACTED SUBGRADE 4" TYPE 21B STONE L LO 0- 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM CONC CURB AND GUTTER CLASS 3A, NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA f'c=3,000 PSI CONCRETE REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. SIGNAGE NOTES ( ) ACCORDANCE WITH VDOT STANDARDS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. \ a% c� E 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 / 6 _� a 2 ®M 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: 1 .1 ° M I0 M -- A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION 13" �/ Q 4 °a ° T N 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. ° ° ° 4 ° 7 CONCRETE SIDEWALK PAVEMENT SECTION 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 � ° ° 4 PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. D. THE 2000 INTERNATIONAL FIRE CODE. SUBGRADE j a 616 No Scale 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING a° 4 ° 2" ASPHALTIC CONCRETE SURFACE �( 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH \ ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ` ° ° ° ° ° COURSE - SM-9.5A ' 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ° ° ° ° ° ° ° ° ° ° ° CONTINUE 21 B STONE 3" INTERMEDIATE BASE COURSE - BM25.OA 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING ABOVE. 4" MIN. ° ° ° ° ° ° ° 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 o 0 0 0 0 0 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 G OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. o 0 9 0 o 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 241 VDOT STANDARD CG-6 CURB & GUTTER 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. SOLID WHITE LINE 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF (TYP.) �No Scale COMPACTED SUBGRADE 7:OOAM TO 9:OOPM. STOP 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND 4" DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS I� DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. I-- 12' 2 TOP OF CURB R=2" °°`° ` `` "�`� '` (TYP.) �'� 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 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 ������ ° 6" No Scale 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE NO SCALE HIGH INTENSITY SHEETING \�i\�i\ a 21 0 MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN \ \\ \\ ° EXPANSION JOINT WITH MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS j/ ��j PREMOLDED EXPANSION 1/4" SEALANT F TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. \\\ \\\ SURFACE...FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH F 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE STRIPING & S IGNAGE NOTES & DETAILS °° EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 LIMESTONE SHALL BE APPLIED AT 9011000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE No Scale \\� BASE _ SILICONE SEALANT „ APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 2 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY \� \\ ° ° BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY \/j\/j\ a ° ° ° ° CEMENT ENT PSI AIR ENTRAINED PORTLAND EROSION CONTROL INSPECTOR. ° ° CEMENT CONCRETE ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING AL SIGN FOR THE DISABLED B D GAUGE ° ° ° VDOT A-3 CONCRETE ° 19. MAINTENANCE: TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET ALUMINUM. COLORS: GREEN BORDER & ° ° 6„ a6 ° ° e ° a o a o o SUBBASES o 00 0 0 0 ov p o 6" TYPE 21A STONE COVER STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, ° ° ° EP/ FC/ GUTTER GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE WHITE BACKGROUND. ° COMPACTED SUBGRADE (CBR 11.2) CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE LENGTH AS CONTINUE CE STONE BASE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL RESERVED FIELD 1' 1 FROM ADJACENT PAVEMENT SHOWN ON PLAN SECTION UNDER CURB INSPECTOR. PARING P NG DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS E E 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER orf PROTECTION ORDINANCE SECTION 17-204G.) fm 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND CURB OUT DETAIL VDOT STANDARD CG-2 CURB HEAVY DUTY CONCRETE SECTION DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) No Scale No Scale No Scale ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES TY TY 1 x 4 CAP OVER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, $W-WRE $t@0W 23'_0„ EXISTING PAVEMENT PROPOSED PAVEMENT � DOORS ONL Y A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT TOWAWAY Z TOWAWAYZ - 6" HASP ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE 1' 1 x 6 > PERMIT SHALL GOVERN. SIDING n SAWCUT THROUGH 0- MATCH EX. CROSS 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. VAN 5' 2.83' 2.83' 2.83' 6' 2.83' 2.83' 2.83' EX. SURFACE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 6' ABOVE A U ABOVE 1 x 6 C, SLOPE UNLESS OTHERWISE ®1 FINISHED FINISHED BOLLARD (TYP.) TRIMMER COURSE X SPECIFIED ON PLANS PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. w & REMOVE w SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. GRADE GRADE � � 4 x 4 METAL POST TYP. PAVEMENT ® 4. ALL CONC. ( � 1 x 6 CAP PROPOSED 5. THE MAXIMUM ALLOWABLE SLOPE IS 2A (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR PAD 2 MIN• SURFACE BETTER ARE TO BE ACHIEVED. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE 6 x 6 METAL POSTS 2" ± COURSE 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR SIGNS AS RESERVED FOR PHYSICALLY 5' 12 STRAP DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DISABLED PERSONS. PROVIDE ONE (1) R-7-8 I 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 I PAVEMENT 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED i 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 A � SHALL BE PLACED ON STEEL POST 1-1/2" O SURFACE COURSE ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES SAWCUT EX. BASE COURSE � PAINTED BLACK SET IN MIN. 2 OF CONCRETE. 11.5' (TYP.) LjLj 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 LIJ 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 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 F- C 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT (TYP.) ON PLAN IN WITH EXISTING PAVEMENT C FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM OUTSIDE ELEVA TION 3 SIDES OUTSIDE GA TE VIEW THE COUNTY EROSION CONTROL INSPECTOR. 1 x 6 TRIMMER BLASTING NOTES ADA PARKING SIGNS LU 3'-0" 5'-0" ®-- �---- 5'-0" 1 x 6 CAP 1 x 4 CAP CXD PAVEMENT REPLACEMENT JOINT DETAIL 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. No Scale 1 x 6 SIDING 1 x 6 CAPI [ No Scale � SITE PLAN LEGEND ®Aid ®ASCRIPTION O2125/20 REVISIONS GRADING 1 x 6 TRIMMER 114" SAG ROD 04•/®6�20 REVISIONS 101 WATER TIC = TOP OF CURB 3 -0 WITH TURNBUCKLE METAL INSPECTION FRAME W/ SOLID LID EXIST GRADE I 3' STORM PIPE TW =TOP OF WALL /� (NEENAH R-1975 OR EQUIVALENT) 1 2 X 4 100 BW = BOTTOM OF WALL l 3" CONCRETE COLLAR CROSS BRACE p STORM MANHOLE TS = TOP OF STAIRS 100 -,.._� CRUSHED STONE BEDDING CONC. --� 2 X 4 ° BS BOTTOM OF STAIRS 2 x 4 RAILS ° 6 DROP INLET & STRUCTURE NO. BS - FACE OF CURB STONE FRAME ° .I 6" DI CLEANOUT a ° ° EP/ FC CURB EP = EDGE OF PAVEMENT -�� CURB & GUTTER EX. = EXISTING PROP. =PROPOSED CONC. � 1' OR AS SHOWN ON PLAN LIMITS OF DISTURBANCE APPROX. = APPROXIMATELY PLUG AT END X FENCE OF LINE INSIDE ELEVATION 3 SIDES WHEN NOT ALONG SIDEWALK XXX MAJOR CONTOUR - j 12" 3" CASTER WHEELS FF NOTE.- ALL LUMBER SHALLC1XXX MINOR CONTOUR POST ELEVATION BE PRESSURE TREATED INSIDE GA TE VIEW e 0 119120 TIC 725.94 PROPOSED SPOT ELEVATION PARKING COUNT CLEANOUT DETAIL ®UMPSTER PAD & ENCLOSURE DETAIL CURB WIPE DOWN DETAIL No Scale No Scale No Scale © GRIMM AND PARKER ARCHITECTURE, INC. A 13 17 16 15 14 13 12 11 10 9 3 7 6 5 4 3 2 1 IN © GRIMM AND PARKER ARCHITECTURE, INC. 0 �J lu e 17 4" MIN 6" MIP 101 91 81 71 6 • � 1��1�1111 �� I`I Ii�11�1 ��11 � 1��I�I . • t Sf'••1.3;ij1� ���J /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 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 DIA. X 6" LG. ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES -EQUAL SPACED ON AN "E" DIA. B LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 3" LG. IOLTS kSHERS AND ING NUTS. PLACES -EQUALLY I AN "E" DIA. B.C. • RISER DIMENSION APPROX. I.D. O.D. A B C D E WT. (LBS.) 24 30 31 28S/ 7 11 27 24 36 44 45 41/2 13 19 40 58 48 58 59 54 2 13 21 53 86 60 72 1 73 67 p 17 28 66 1 135 72 86 87 80 a 23 35 79 1 204 84 100 101 931/4 25 39 92 266 96 114 115 1 1061/4 1 22 1 38 105 1 305 1 SWM-DR LOCKABLE ACCESS DOOR W/HINGE, MIN, 2' x 2' CLEAR OPENING SEE NOTE 1 2" WIDE X 1/4" THICK STEEL RING BOLTED TO RISER TYP. AR I b" 5'J° MAX. ( STORMWATER MANAGEMENT I,4 RISER I.D. DRAINAGE �i STRUCTURE L RISER O.D. I RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 1 12 25 1 37 1 92 1 49 290 96 114 107 1 12 1 22 1 36 1 105 1 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". SPECIFICATION REFERENCE STORMWATER MANAGEMENT DETAILS TRASH RACK FOR SWM DRAINAGE STRUCTURES 302 VIRGINIA DEPARTMENT OF TRANSPORTATION •.;RUSHED 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. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 4 OF 5 114.07 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. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY CIA MATERIAL 3130 VERONA AVE BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 9-30.99 PHN (770) 932.2443 ' FAX(770)932-2490 TECHNICAL INFORMATION SHOWN HEREIN ast use REVISED BY NMH PROJECT NOJNAME TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 03.11.16 DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:25 SHEET 1OF1 DWG NO, 7001-110-1'11 REV E 6 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) t , CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES. 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 1 _ BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALKZRAMP MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 481 MAX T p y q g@ WARNIPlG SURFACE AND SHALL BE SUBMITTED TO THE STANDRRDS AND Ct,,'iA a ;kTiT3 SPECIAL DESIGN SECTION FOR APPROVAL 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' I,je, N'�' 040 +Ii I FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO ATHAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1'/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. X 5' 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12:1 Ma 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 T=� a CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, AS SaOWNSONNPLANS OR MUST BE DIRECTED LOCATED BY THEHIN PEDESTRIAN ENG ENGINEER, AND SHOULDALKS NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED v i� i�i����Y�� AND USED BY PEDESTRIANS. f i� \\//\ y? /�i: <�f> 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT i\✓��iij Y 1 THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12.1- MA d L I PERPENDICULAR TO THE CURB. MIN X " 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADHCANNOT I-T_I-11=11-1T, ,II Ilil I ^ °�_` ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I!� I-1 TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' PAIN - AT �( 2" HIGHER THAN ce 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 1.6"-2.4" C-C `D III CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 O O O O 0 _z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH o o 0 o o 0 o o o o o 0 THE BACK OF CURB. -......._.. o �$4a LANDING RAMP O O O O O O O O O O O O O O O + 0 0 0 a 0 0 0 0 0 0 0 0 0 a o N O o 0 0 0 0 0 0 0 0 0 0 0 0 0 �? o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �- 50X-,55/. OF BASE DIAMETER, TOP DIAMETER O O O O O O O O O O O O O O O DETECTABLE 'WARNING-`_1 o AT BACK OF CURB f ( 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. 1 ` BASE DIAMETER f� PAY LIMITS ce DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE ARNING K XVDOT (�(� ' [{ Q(� SPECIFICATION ROAD AND BRIDGE STANDARDS `-� `�' - 1 2 DETECTABLE WARNING SURFACE ` F' C E REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS DI-3A, 3B, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D S APPROACH evo n�;a;nne inar,,r 3'-10" FRAME & COVER BACK OF SIDEWALK JOINT `''� 4" 2„ SEE STANDARD IC-2, /� w MBAR G 2„GUTTER ARPED o BARS C �_ 2„ 6"6"6" BARS B SUBBASE ARS F m O BAR 32 I -_ HARDWARE \ I z z Cl BARS-F- WEEP HOLE. d o SEE NOTE 8 I ;� cn 11 ro STEPS.'SE II II BAR F BAR A NOTE 5 II II BARS D FACE OF CURB g" 2' 8„ 1 R" GR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 4'_0„ PLAN 3 D 6' MIN. SECTION A -A ® 0 A L-VARIABLE MAX. 20' 10' MAX, (- KEYED CONST. JOINT + N 2'-10" 2" WARPED � N 2' 0" 8„ 2`-6" g„ 3, 0„ 2„ GUTTER Q cu B ll APPROACH a� ® ( , y BARS A GUTTER W / co milN 4 I �J`2 _- (13 = (0 i - 7" U) � I - ____�_ BARS F BARS E L� r ° � 0 I I *3" DIAMETER B at BARS E ® ®(� I WEEP HOLE BARS B � �- 1 FRONT ELEVATION BARS F g" 1 g„ g" (o -0 cu - - - - - - (GUTTER REMOVED) 11/A„ 3'-0" N a N c) I-- 5Xi/4" BENT PLATE Jf SECTION B-B /4 R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. ° L212"X2°/2"X'/a" uj TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A �I GALVANIZED TYPE 8 /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 �/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2' C-C. _ 2., APPR. PAVEMENT DI-3A LL DI-3B L DI-3C L "`; WARPED PAVEMENT I I FLOW FLOW I FLOW ° 1'-0" i 1 l DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL ry XVD�T STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE (r/j SHEET 1 OF 2 REVISION DATE 12" " 30�� PIPE" MAXIMUM DEPTH (H) u 8� 233 104 09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS GP 21850 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE F CONCRETE COLLAR TO BE LOCATED 6" BELOW GRADE IN GRASS OR BIO-RETENTION AREAS. (1,2) INTEGRATED DUCTILE IRON � FRAME & GRATE TO MATCH BASIN O.D. 18"MIN WIDTH GUIDELINE I - 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 REQ. SAME AS MIN. SUMP) ANGLES \. (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE 1 A 1 `P VARIABLE 0`-360' DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, \ ACCORDINGTO PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. va" 1 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS y,, VARIOUS TYPES OF INLET & OUTLET ADAPTERS w (6" MIN. ON 8" - 24",10" MIN. ON 30" (4) f./l , HDPE BASED ON MANUFACTURING REQ. 4" MIN ON 8" - 24" ) AVAILABLE: 4" - 30" FOR CORRUGATED 6" MIN ON 30" (ADS N-121HANCOR DUAL WALL, ADSI-IANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), ' PVC DWV EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT I10INT � 1 {? `�. THE BACKFILL MATERIAL SMALL BE CRUSHED STONE OR OTHER (CORRUGATED HDPE SHOWN) 30" GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, ��-- CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. D --► 8" - BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8"- 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2- 12'- 30" FRAMES SHALL BE DUCTILE IRON PERASTM 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 B N 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER84"DUE TO SHIPPING S. DRAWING NO.7001-110-065. RESTRICTION SEE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY 3130 VER NA AVE EBC MATERIAL 0 BUFORD, GA 30518 LJLJ ASTM D3212 FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, N-12 HP, & PVC SEWER 4" - 24" . TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 1-23.06 PHN (770) 932.2443 FAX 770 932.2490 Nylolla 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO360°. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN Wwwxyloplast-us.cam MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION REVISED BY NMH PROJECT NOJNAME 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING, CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11.16 TITLE DRAIN BASIN WITH STANDARD GRATE 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS NEEDED FOR LIGHT DUTY RATING. WRITTEN QUICK SPEC INSTALLATION DETAIL ONLY; NO CONCRETE COLLAR IS FORBIDDEN, EXCEPT BY SPECIFIC PERMISSION FROM NYLOPLAST. 0201.1 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110-144 REV H 6' LENGTH 0.5' FROM EP DATE DESCRIPTION 5" 02/25/20 REVISIONS 04/06/20 REVISIONS ANCHOR WITH 5/" RCD/-\R IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP '•7 n lut 13 0 16 iiii _IL �- 0 ®1 1 /9/20 ©GRIMM AND PARKER ARCHITECTURE, INC. 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' �:� ' ��` ,1 _' I 1% 1, 1, I ,I , , RE114OVE I _)�, /6 I _ I -JI S AND' I I �� I 1 1 1 1 - � ,E I", /� �� I REMOVE WOOD 8L I U 'I f I I - VV(Ot) , I " �Ll, - I V A.­_____j - _ . , j I k,,_ 1. I -, : I Is, _)ENr_r -­ e, 1, . 1�j n�\ � - .:,�'�k�,__,:_'11 , - 7 I 2 ;"-vl/-, / I I ­­­ I I v1PVR0f_,K \ 4 11 ALL ASSOCIATED FOUNDATIONS, - 1 / ','�� � ,_ - ,,� " F /_� - C C, 1 3' DO 0 " ? - - - -_ ,>,',-��,-<,< - _/ I 11 I ARMIOR I I I ,:,�,��<,\ � . . . . . . - I 1 POSTS "I I I ,,:�""_ �� . - I It �`V(�)Of 0,i vj,,75� --s , y NX "" ,� - i I I i . i 11 , , I I I , ,L-, I'VtL i,AL U,1j1Vs`jI­ s, '14 i \ I \ � � I I I ( \ "I �__, I 111,,,�­­I`NZ4, � I, A V�j ���', i �� " � �,-, / ­_, C�q , (TYP) - � k -.1 ,� I ! ' ' ' \ GP #21850 ,� ,,, \ '-'-w�'w"al�z" 1`5j pi ,I c I I __j , , t ,,,,�, -­ "I I I &-c -/ I , \ , IVEA T PL414P / . - " , . - :,�, , " I � ,, / / �-Lx­l '/ --v X, -91, TO '< -- 1. DUIkING TH I I / ", \ , "� , � - ��, f � f'fjf_A)L_11%1&1q - , , , i", " ­w _____z11 / F " . . - - , : ab : -)P DOCI �_-_J,�\ I I it ?,? /, I BEDS,ETC. E SUMMER OF ) / " I \ � . . 1. 11 �, i / I oel 1­�� , - ":1, y I f I , r- _,LEV� "I LI.," I " / I I - ." I � - I i / 11 11 . I " " VV � 11 Rvfl�l 1 4 a I I I ' L /"y " I 9 i I I t,. . 1�_, _�,�_Z�_A - I , REMOVE I � / " , "' DRL � DOORS - f: - 4 09� 9 7' \ �%_, �,"",��,��, I �,/__/, I 1 2021. REMOVE POWER, SEWER AND I" , 11 ,'--,�,-"1-,:,<:-<, , , � I . - (Z, �____. I , , @ -': -5 - 4 04 � "A I ,�, ii I , , �j il 1 11 - "a /1, I -_ - 4 1 � ,_ , 1, I . I *\�, �, , . , -,, � �'., \ I _'Cl I �,,/­, _- I '130-25f" 3'DOOR 9 / /� / e ..-".", ,�,'�,`�cl , A1,4,98fLE 6LAS�,3,70(, 0 I- /"/--,, 'y' ! -, , ­'�'k `=Xi 06� 9 7' �, - _1� i I WATER BACKITO NEAREST FEED, - I I / / I F , , _ , . I I REMOVE / E I 1, / :\,; I �__ I � ,�� �-.�-� " I g ; / - � I COUNITY OF'ABL_Efv91RLE I.S'CHOOL 13,91-ir"?D i lis, I 11 I I 11 - F I � I :�,-,-; �`-�',,N , " , , 'T-4' 1 I 1� : I � I � / I I / - ' 2 I I A I I (2 I - 11'1� I MANHOLE, OR CONNECTIO� AND I . i ,.I / I . 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L_1_-1___._1__1_j I/ I , , - LL­ � t 11. � _)�, ill" � �� = . >­:­�-� -,,�,, -1 . �� - -� -, ,,,�, , . 4, ,r)i-?r", REMOVE CHILLER I_-, � I . -_�,.'-�.'<,,, ", __ 1 - �� - ( ' , i ;-,,_­1_If 3' DOCW �,5 i. 11 TOPSOIL A, REA AND STABILIZE. ­ _111. (z) . " - , 1� I � , ­��­_ I I I " f \ ,_ i I / ", " i � I I -, � _� I . -�_-­_,_r,.-_-_m� , , ' _' TY � `,,`,<<",:,�-,,- - ,� , , , -,, REMOVE � I r '�_ _1'­11!1' �2),TDBL DO 3(>10OLFAG'1L11 I �___ I I , , / �`,<-1,,,,--,:",<,� -� --,� - L- u1v0E-,1,,? ___j 17-E-:41-1. 73y - I / , F__ �, ""-" � CONTRACTOR TO REMOVE CONCRETE PAD. L .�. C" r / LL, , AND PRESERVE ­_­�-4-6-1- 115 11 q) I i I1i7j�_____1._1_;/= e�___) C �. . - , 11 - I ,I -11 z "I �� I It ­J" I I ; rk/ , " , , ) \ ", ' r­­, " LY_ I / , -�� �, , AND DISPOSE OF MOBILE �1_1 ­ ��7� / f-, \ I I / , I ,� �/ : . -�­��,<� "'<,� < \ - - RELOCATE EXISTING I / �/ OWUND OIL I 0 7 1 f EXISTING TANK TO REMAIN �w, . / -:Zc I ­ . , h I I . I _,"� I I , � _� --- "I I I/ �� '�, I 1111111 . / I- � � �,,�,�,,,, i CLASSROOMS AND ALL _" , z I ,/ I a I REMOVE \ I I ,�<,-�:�-,;-,-'�.,-,��­� ,-,/ -+ED$,qN SITE PER /, t- TAINK � I . I` I 11,11, i - , _j 'Nl� i REMOVE "I---- '---- -_ 5 STEPS / i � _/ , ::�_� 'I Si I, � �_O _1 r-, - I - , - I - I - I - I - I - , - I - , - , - 111,� I I /."-(/ ��­ - � - " -, � � ') AS �Lq IONS, "' w /I " / MO 11 I ! I i ,,CIATED FOUNDAT � � -­ - - l,­ 3' DOOR . ; - . - , , � " REMO - I I �, - f_1A'1AjDpM1fi . -, , , , . , 11. OWNER DIREC-TtO - L ____ - I., , �, GENERATOR TO BE VE 111' i�­­-L--l! - I , � - 3' DOOR / LANDSCAPE / BILE L I <D - D - / . I ,I ". - , " - LL I / J­ :3' OOR vi// '-�'-� -�>,,'-,,�", _/_ U T I UT1 ES ,__D_E­d`Ka AN Q - "�" ��; j ... ,I F_ 1c, 170� 015, "`s� # I* � I i I - , , � --- = " 11 ,41' -__T - . ..... . - 1-1-a-I I _�, ThA1113ER WAU X1 C-LASS,R001111 �1) . / 1"�,',�__,,:, 1<� I - I 11_�/ SALVAGED AND r., / __�­ i ,Z// 3' 0 0 Chr? I, !j 'I k1r .. I i I I �14 KAIVIPS, FLOWER BEDS, ETC. `� - _ __ CONTRACTOR TO REMOVE THE EXISTING I ­11 I TURNED TO - , I I— �fli ____11 I / ,�,) � ? "J" i Lu , 11� '__�__�11_�__`�,, ., ,�) ,.,, _ _ - /11 - OWNER ' !\, -_ - -, ',, G',,A""/A'Fi_ ---I ­�', -- 3' DOOR? ,,,�, "I IT-'!' I � i " - 1� I / 11 ,I , -_ _ 4E� /t- 1_____11 __1 I � I t ". " 11 I I I . E DURING THE SUMMER OF AGE TANK AND PIPING IN I I'll 1� � I k;11_I` I Off 11 - i 11 � 1,",,�,,:�,,� /1� _/ _=� ""I I -,I'x 23'� - I ,--j-k E 1. - ""�,,�,�,, /I / " GENIERIA 7Y)IR I - , - "' REMOVE - - � � , 202Q. -REMOYE -POWER, ACCORDANCE WITH; TITLE-9-(ENVIR,0.NM�ENTAL) OF 1� ,'I -1 Ill I I I L. : , I - lil� I \ - - REMOVAL OF MOBILE 0 ,III' It / ­,­ ,,�k I ... .. S,� z -_ - - - - (34 � x 7. A --� � --. , __j ____ _w�� - 3' DOOR N�,',', Y 11 I / . , I m , I '_ __ _- - I _� ---\ '� 11- " DOOR -- I _", /' - _,, ,TOOOR � / / , ­ _IP-SEWER AND WATER BACK ­_ - L -Y 25 /,;>, , - -.7" �� ,- I /I 1i 11 ,-" 'y CLASSROOMS AND FF/-,'-'­409k �-,�` --­, 1I f 11 - ) TO NEAREST FEED, ­­ VIRGINIA ADMINISTRATIVE CO, AGENC _ �, .- I '_ _2 ! L L,),0,,)p ,--,- , , il )r--Fl E'1=4 I 1, 63161 �, / / r_k, i :;i_� (DEPARTMENT OF ENVIRONMENTAL QUALITY), ­ -- , " �6 __" "I I - _,___�� �11 _11`1\11 ASSOCIATED SITE WORK SHALL ,,, �� / I _=c - _ - - - k 11 FIT, CONG_ 11� 11 . - I -A f !! { ,-- MANHOLE, OR CONNECTION - I , REMOVEI` 'Irlel, 11 11 SAW CUT WALL VERTICALLY. � :=Tj N, _/ - k , __ CHAPTER 58d (UNDERGR�PUND STORAGE TANKS), (W-0,W,L1NK _ f I / tj I 8FAM I! ­_ ­­11--', � I / "', ­ \ COMMENCE SUMMER OF 2021. L �� , 11 / ,, /', /--� f,:.,, - I I '1�s, ___ � -,_�, , I J-0 �. . � 11 1, . ­<� 1, K_ %-) I = i�E,m��f_---,,,,q ;I-) __ __1 __ - / 4 REMOVE SECTION TO THE I I - - ­�` � �,_' - - �5 � ­11"'��,_ I - AND DISCWNECTAND�PLUG- -SECTION 320 (PERMANENT CI_08�URE­,�Np . / I! I 1) "I � .1 I/ # - / - - - __ f lj­�j I - / L f\ 11 � - -_ i - if T(:*7­401� I ­1 ( , 1� ­ ,/,/ 1� r , , I v I _11's - / , '! -, -FEDERAL- -1. I "I" I 11 ,� 1 if WEST AND PRESERVE I - / I'-- I ) (=> / ­7 ---- - 1� OR CAP AS NECESSARY. S'ERVICE.) �ND ALL OTHER STATE AND -_ __ " / 11 J REMOVE / // 5 -j i ��) � !j I I 11! '1�1 I— A-_ - /' " v � i I ,I , _____ 3' DOOR __ - CONTRACTOR SHALL REQUIREMENTS. 'COUTRACTOR TO PROVIDE A COPY - SEWER "PlAtVIP - ------- / - -,4,0.',, � SECTION TO THE EAST ... ,I I !, ,, 16' I . �, - - . 'N i_ If � - --�/_ '/�' 11 I � Il ! e �jj �, Y, / 6i 1 , 11 I � I / m __ __ , " T( 11 I IF--- - r� , i 1, I I ,��4E) 11 III4 F,T_:E=_z1 09, 61-13, ,i, I - _/ - A7 W� ­4 " `3,78' 8 " f-'VC (IFPOM Al D) , I .__ -, ­__1___1_v REM OVE--ALL'­FOU NDIATI QNS -, PERMITS TO OWNER Or -FORE BEGINNING WORK. �- ,�,- �, I ,, 9F)=407,40'�, " ,_,`,1___ ic-'1110F (1101141C� LAND,, ,�41 E INV hAh � 0 ) / / . � /,,,/ ; I IL I �, 11 11 ,!"___,_, rikIrUp Al I R11 " I L 1, � ; I 1,-,­-___, I C "' NSTALLED 10/1/1992. -11, 11 IN V �- � _J SE"A'Ald I I il 0 Mf. 9 'ARE "' P V( _ i if c:1 I �_, w) ! - I I - / 7 - -I-,--- OMPLETELY. (TARK IS A 10,000 GALLON UST I " 4 04, 4 6' : I \, - 1_�_ , I ! 11 N�---!_ANDSC � hNIV W-404,44"44 _� ('TRAILF1712 / I I REMOVE � I -1 _ I 11 / ; i I (o. 5, si , 1�1' ffl T1,1,1131- R -' 1� - .� I � I I*-- '_ - /111 I I '_1________1_, ­-_ ­­ . "I I 11 1, ffil" OU/=4U,51ff­' 11 i MO -i f- / 11 _t:c / "I _­ ES. TANK GAUG�E:- ­ --- - - - ,,,, l" � - I - - - I"TZ"AAHE ,'I I I it 4� 7 / __ � i \ -111, � ­L_,__ I ­, � , '-'-"'- ' : __­_ ; I I , .�'� ,-- - -- - - _-.11 -_ TLS ­ rtivluv�- IN � I 1, I __ -400 ­­­_ V - --- -- - -- - -2/TLS-350) � I , IxE,1vIOVE FENCE � (191 5 I VVI) , 11 1� , � A-_-1, - __ ; -----------,--,, 1,_­-_-____,__j- 1V .11SOOR - ( -r 1��h CLASSR00114 !, - / - --, ___ -_ ­ /`1 - �� ­_ " / - , ,�i I � I/ (-> C=> I - t" , , / li-I _� ­ I - I= -I -- 1 '7',-,-',' 1 - I ,,/-�/ ­ COORDINATION 11 15"DEC c, 1. I / , - - , - __ I 11 I /1`1 - / . AT Go " . -FE= Ili; it 11 I c:) C75 -, - ! 11 z ---- i; ii-r-,F=7� ,� - --, ---A-_ - /I , --- WITH NEW PUMP - E-MV 11 I ?k N/ I I - " _ __ - - , - i sa 1 I ,,� lff�93' %'M i I ."", - .- L , I / 11 I -V "'48, x '2,� j, I - , ­- - I I - ­ lin't �Ir \ ----- ,�,,'/ I , ( - - 3" I REMO L ' - ,;/", 1, \ . _ ff CGA,�� 'A f cX E_ it I I I � -,.,. , "I'll, � I �= �j I I - � 1�', - '. X��O�� I �,___" f 11K � - e -% ­�*- I - 49A /"/ , I � .1 (D ,` ' i- �11­ � /-, I I f ,--.- c-I'j - " - I � /1-1/ INSTALLATION. - __ __ 4,6�vl- ll . �__ 0 i , " � = L-C '> D __ 'T­ __ - , / __ __ I— � _EAA4 'jC%_fJ1/1A -LOCA77ON0- i , 11 , - I / ,/'L, I § ' - - �7_ " - "(,I ---- ___ � ... 7­ _11_11,­ �1111 3filp" ­­ __ 'I --­ , APP,"' ),� , TE: _zI, , I D f _"�� � - 1, ,,� �� , I , \ X /7� .- I, I ,,lot - _ , / 3 - CHAIN-UNiA - __1 - " -1 __ -1 - ,-- __ " 7' -4 1�,�"_­_, 'I / __ -_1 " - 31, _ " � I— 1- I / EXIS i I " I 1 -14 " CAU W / / - cj-.) REMOVE CHAINLINK FENCE _­ ­_ - _Sj_ij, , / - - , 6 'Swl ,?[ _ / �__ r - - '� _ ,_ i �__� / ( , __ -_ - -_ - - ,_ __ 1 V /A� 11 c 3 IV// k N H - Ll E ; � � i TO THIS CORNER OF BALLFIELD FEA1C." (H_r=6') ­_ , ., -AA/ ­Z, .'--- ­­­/`�'­', - I ",�Z, , , ____ I - 11 I- � ­ I, 6',5 -/ - --,---, / I `-Y I ,,, I � , I ,­ , A ,,I I ,_­�,Iv_ ...... / 1 7­', � 1, J -,3,,,,,&,,�: , r, 7 1, �I - -�. - -, , --- --' " I I 11 I � I �/ / � " - __ `�, I - . 11 - 11- ­1 _ _, _ . -, / -, (?­­ 11_� _<c " � 7 __ ­­ _�:, / 1�, / , -) � I >� , - ,-- ­ \ ", 1- - __1 ­ , `11\ � _-,,srik�,-�,' >- / �Q /1'. / 11 ­LL - I / , I I , ­ - ' � ­_ �k 11 11 � - , ­­­��7,.­ - -_ ­ I c I /' / `I � 6IN-1 116, / i -11 7�' 1 // - ,,I, �, � I - " - ,�� -,,,(,7 11-1, �_ � ", I �, "7-­-__11 "LL � � ,/D � -_ I'll - �, 414- -- - - __ _ REMOVE ____ B E N C H I, LLL /' , I � / / O:f - �, ' _ ' ' i ­__�, 11,�11 " - _ - --- ,/-- (P) 3 I DER- - __L_ f A[Vr)Sr r- COORDIN�(TE REMOVAL 0 POLE i " I ___ - , ­ L - ,� / 'A'in, EG, CA � (,,NAhN-L1,"1J;f -J .� - / _ 1. ., I I / - \ - 1/1 - ­_ _­ ­­ _. �� ­ __ __ -- \ _ El, 5"IF , _11jpC I, - "cy", - -_ - I/ T/ 1, -, " FT'Ajf,-;E �,f,N T��.',`)_, __ '1� _�,_. �� , ­/11 I // ___ - ­1 - -- ----- I I I I ­1 ­ % ��,� DOOR11S, le 0 AND POWER LINIF-WITHUTILITY _:1c m / ". -1 11 \ ___1 - /' �, _/ -_ - ­_ ­­­ 1, I i - - -_ - ­­ - _ _ -_ / I-- p�js,qls,L3 s ��: I I ,7, /__S: I IF- .ca,- ", ., I __ , , ... N - -,-- 1� 01111130? WALL ul / _, / \ - __ �/ R_ I - ­_ � , 2c) ", - E " 17' � 101/ I / 1� / / j� , " "i, Rf',_ - ;,. 11 I � I , 1� \ , M11-51 - I , ;1 / I a Ij 6WNERi(F N0,1LONGER/IN USE / \ - \ -, _y� , -, -_ - -1-1- - -I -_ , IA'j UTILITYT NCH"', ; I I 'If 11 / �, 'A' I AFTER�PRWE'Pt IF POLE HAS / :;e: (:Z> I / ...REMO VE \ __ - - / / ,/1 oab�y�- - ", ­ 1� . - � � 2f / :1 ,_ TO-lb-41 � I ­--l-, � k!,,-,:) - SGAI? ,_� I/ / / ( I iNl I I i /� 01-11 � 4 I 1­1 ��V_rlo 711,ijW 11 - - __ _ I I _:�2�� - (1-tv M vff'11) _�'L f­it'),)��,2 __ 5 _�Q, EEP POWER P'OLE If I I N, I " _ I ­_ � ­­_ - t"o` "I /--,/ "'�IN'L / / / I I W K' < I -'L-NCfi' (I ,"I ...... 12) , yf-y , �__ __e, . / I , ,�,­�� I- /__�,/ N� I I __ LIGH / "�9, , SZht,11hII1-L, 1 , ?V'K ­�-;';L I � - - -_ -_ 1r, 7�6`- ­ 11C�A' - � - ""' ,(5-, / f " I /_�` - I 1, - � ...... --- `� -.1 .... �, 1�, 'H "', I I I , , . , , - - - - ' ­­ LIGP­ 1. ­­ - L L I ­­ I I - -1-1 -.1 111)"'ZIP - - -------- � , I I __ r_'-j'L - Lu , ,� __ � 11,� .1 I - \� fl, , 11 ,f7,4 If , , -1, � ", , 3, DOD e st i�4 s ­' __j t �r- '5��,fjf I SL01 - __Q1 �,�_, I - ,N - - , I , I --- I ,� I / A C/rLIGHT 1_u , I \ \ , ,),z s)�,jf .. pr,01111, � _­� _. - ----I- I i " / ,:" / I I I , P, "' Nj - I It I I'll I--- / . _J I/- _;y '' A rc*_Ii?�:�, - ­- - �', N i _','1___. ,�', - , --- j , - I \ , Y x I � �, ,,,-, �,) / ­ - , - �%''�"' -, III_� ", ,�- / 1�, ,,,, i__ __ , , i I 0- ) 11 I - �, ,,/- -, I - -1 - -_ _. ,z, ­1 &, , /,/, �11 /I _", I Y I I ;��,' ./ '%, 11,�� N I ,,,,�-- / 1b- �' / ­_,<_­­,_ , i � I- / s /� &U-405 79' __ _ , I - - -1. - ^1511- �,,�', \ _* __ ,c:3 I ,� / I " \'! Lu - / - 1, '4�/, / al " 11. ,� - " If -1 �,, L- ,,,, , I I /'�( / N______�, � f �"/ v I ­ , , , "'N I-,- I- - "� ­11 e-l", "�L" I 11 I - - I i -71ELD I �". -_ 11 ", _�� / /,- / - ?I \ �,, ,-- -_ // rLf ,` - "I,--,' / , k3G) / 11 ,-" /L __1 c-,_/j_c?__, / ", 0 1 ::�_ BALI, ,si` I , - . "I , 1 6',-,,, , I, / _. - / 2-1p 1� � I I 11 2 , 11","," ��kl -- __ - LJ_J C ,,/ / 1_ � I ...... I "'�, _ I Ili I I/ _­ --- _f D / I , - � , , V? � , �- " - I I I'-- � - -_ REMOVE -_ - � 0 1 - -, .,­ -, INI, - -- - __- � / �', _111_,_ [15!:____r,11111 , 0 1 - 1 -A )", - , I / - _ - - /--,/ �rI "�% --- I _/'� L " It , P, , ��_`4. _.L'- /1', . / 11 i �b / I / / I - - 11 Y_ ,j,- I �� .,I " -,. I --,-- ELECTRIC EOUP'� " , "I" - '�%,sik . .. ... ... � j �1,?L:�' / V_ I / _-, I \/ �_ I _ _­­­ I ( / I I - 11 'L � I ,- __ ,._ ___­ ........ ­_ - - - I I REMOVE WOOD �`­ �'� , - � %_,, , - r11 -1 lw,��Ajyv � EL) TO 114100101 I I '__1 , "' - , �,�� - UGP __ . / / "', I( / / / " 0,*>, I 1\ I �_ � r I / , , , -,, , _", I�N 1) � 11 1­, I , / /' / 4-, / I \ c I 9 I �` 1�< 71� 1% 'Wl IV, - .1 F10.3 Ts 11_� , - , '\ / / I / / -, -,---- c ,I 1< --� --/,'x-/N / ,X, ) VE '�%, - // '?'L ... , ., f Z / / � �/, / / I I CD ) I 11 / Y, /-, -1/1 �, ­_ ­­ --117-, ) I " / / � / / / / / c__ I , I I /',- � _"��__,'_A��,, I _ "I, - - I REMOVE BENCH , , � ,/ _ ":q _ __'-L,_. - - 0 I "� �/,, , %111� -1--___ _j cj-.) / 11 C " )t,,�- , I I", ,��-- ­5STEPS "�� lt , 11. ___ - 4, ,�, " ,� � 0 � , "I',�- VVIHANDIZAIL I., .�, - .� � It 'cv,/ . ) , / I ,,-/, ; 11 , / / / / � " I ,,��, >�11 I I , �\ / . , I I , 11,:�� �11 / " - / - I ..I- I /_ , I ... 07 1 _/1 - , ��, I , I ,�/ \, %, I C/3 , , ,� I 77-00 ____�/ � - � I ""� 11, "lli-l-,; � _/ - �__ " f-wct-1EF­,' -A I _ I /_ 'J' "L _' __/ � / I ,� I / -,, _/' -I� ;/- ,_ , INr I I -,( /-- 7- , ­_ I . ,� -1 "L"�� � I-?" I - I / -, . REMOI1, _/ L )'-' , / ,,, , ,I, 11 I . I 'y' t �, - " _'­- / / 11 I t 1� I I-- I � / � '� 1% " " "J// ,�,­,z,�/ , ,�', - it / -Llfl��K ---i .1, - -�',, // ,e,�-1 / , /, ,,"', , , I '0 ,� ,�,/ -I", . � -1 ��111 ". �, I 11 ,e / --­----___ Lij C-C:> 'I'll I Mcli_ ) f N" 6 - /I ,/1 / " ��, x , / I 1� "I / :2 (Z> CXD I/ I - Z­ , REMOVE .j -6'--- 1E / 1 ,0, ,_1%,_, '/ S HILAIGSE / ; i ; , I L " 1/ �-- f-"Fc,-,( I , / , -,v - & � /Y 11� / \ , /* / / / / ') ,/ �; , CIVII, - , / ­ -- .1 c__ CHAVV f 11 I / ��_ ...... / / I Oc> ,I 11 f �k ,/j / /I �,'�kl I ", 11 ! I ,-,-, , 1� e 11 // 11 I / j " ,­ I " 1 ��,, - '7, I I i / k"%--,, // , / " I I " "I ,e ,I LL FOUNDATIONS. .1 I/ 1\ // / , � - u:­ _ I �, ,I101-I's / / / / I / _ "" It F C (H_rzg� .1 I/ , � , 1�1 I 'L I e - .", / REMOVE CANOPY AND "Ill `�11 IV C, / --- M CYD r / I I I / - I )11 I " _� / / / I I A *1 -- - � � � / I / / __�. I /L " I ,-, � 1V / _­ I i / DATE DESCRIPTION I .. .... 11 .� I? / ­ -,i " � I, / I I "I", I /" ,,,, ,� 'r,qr,=4,.oaqf)1 / - " ;P�­­ , /� I - / --- / , , -N,1_/ ,,/ , ,,�, I / IM0131LE I/ ''I , �,. ,� , 11) / I /_ � 1; L I , , ,,_ 11 - is ­_,� \ "y , 1, " (I / / - , - / , / / 1, /I " , � 'c' __j ,rl , / __ " , / / , I I - I AIJ / -1 I I- I I I ­_ //` �/, 11VIV j,"I,i��--4g)3�g-'6��Pll(,'(,I,Y) "') Ir / 02/25/20 REVISIONS I 11 - " " I` 6� // - I 1\ ^1111 --- I", /,�/. / " -1 _V 8 " P 110,1NE) / v .1 / I " / _-/ - I / - -LASSR001111 " / I - " ­�/ , f I '03.23'� / I ­ , " � I % I/ ,� L� //ov " / " / . / �, MOBILE CLASSROOMS WILL BE REMOVED 13 - //- "y , �0 'k- ,-Id ", / Wil, IN4 // NN ,,, * _ IK - '-- I , ,/- 11,�� \ -, I / / .�, -1 , - , I I I K , 1, � , A sI, ,,, � "�/ ,(- � / / 1 04/06/20 REVISIONS \ "I �( ,I, I // \ 0/10110py - ,"t,�"--.1--_ _____­____ /tv IV 90 r­-, a2s� 7,-�,, g1d -r/4 tw) I -_ I � , �, OWNER DURING SUMMER OF 2021. �', �� 1�, `�N` I / / / �, �/ 1, ��', ,:" , ­-, 'I ,,� 11,,,�,�5 �, `�' / , ,�", /, ,L' 11 � z�� - % - / '', \ " �7' / I , , , "IN I- � I I , ." / . I I/ �' NN CONTRACTOR SHALL SALVAGE OUTDOOR DECK, " N N�� / / '(111 I I I "I" I , I / " / ,,, / I / , ,:��, V / I 1� "I , I - \ � PV1114� / / �, I - 1, -, 11 \ / I , I lz�z, /I / 11 , , , � , I A,,) STAIRS, RAMPS, HANDRAILS, AND RETURN TO 1-1. 'IN 'N" // .1 I 11 .1�� 1�,_- // <� / i T04D=-407,69' / � I I 0 I '1�11 /' / �,, - 1�. I, l/ "I N_ i / / , - �:­/ , A , -, "I & / 11�' 'PIT[ 0 .1 1-1, `,IN'. 1. , 1��� , "�_, `�, l, 1�1) ___ it'll `- -_'T J9/29' 1 / N1. �,__ , , ­:�, , , , / � _� OWNER. CONTRACTOR SHALL REMOVE POWER, IIIII / �� / I � I I � , C ___ I V CL �= , _-,, LEGEND: - / I I-/ // l,1- I / / __ i i i / , %_1 I "N' REMOVE - I "I , / _'� I I 11 �,*%1111_, ( // I f (p____,_,____ / / - / Y, Iii,, 9� / 'Y�, j 11 I / (0 - I ��;,/,��z I I . i '­_ 0­`ool/ / -1 �,, ,� ­­_, � 13 / 00 _,� _kl,� %N11 /" 1� '��'I�k�___,_,�,� , , i / PXH, / B / SEWER AND WATER BACK TO NEAREST FEED, Nks.. �', 4t,-, �, / / B MANHOLE, OR CONNECTION AND DISCONNECT i IT4 11 , I � 1 4v, 1 " , I . i I , � I - � 11 I , 0 I - - �� ", � // / / I" , / �,:�t . ..... ..... 0 , / / . / " -, i I � " 1�111,'��,,� 11 % / ,/ .1 1'�, - , I i -11 � (3) / I " 0,0= , 40 ;,�6" "i , < � 111,1 / �,��; d11-11_ ,--,."--, , , , , / / /_ "I I / ***N , 1� ��, �1_11'z , " , I _ ,. _ REMOVE HARDSCAPE AND PLUG OR CAP AS NECESSARY. ONCE "I,\ / I / , I" CLASSROOMS ARE REMOVED CONTRACTOR ,�', 1% � " I / I __ ',- 1 - - -x j ­ I / I 11 _N ,""'_­ '- 3"X3�'l , I I � NIX C1_F_k'TEA,=,397,A1' /�,� / / & GRAVEL z , SHALL REMOVE ALL FOUNDATIONS (I - 1%% .1 11 --i 11 - I _ / z --I--. I �11! "*N "_�", / caL�f,jAvlfv (-f ­?"r-,/� / � / / / ,,'--i .1 / __ / �N," " , I I I 11 / / L_j 1 --- ill / / , '�q� I , �/ / /I / / I ­__v_ �, / F777�777 CLEAR AND GRUB I v C';', COMPLETELY AND INSTALL PROPOSED PLAY // '\11 ,11-�� / I / L_ ! " I e,, �, "I", . 1�1­,, /�z . ,/ " / /I A / / , 11 11 / / 1A / k ,,, ", -��, WOODED AREA 'V_!�, AREA AND SIDEWALKS. , N%,.. ',�, / / �, 11 "I I ,� "I I 'N' / / �� 11 / /� / /� � ,-, � '4_7,�_AFTY 63RINDER RW 11P / / SCALE V=20' 6 " DE 6' �", I , 4 I / " I / '(1\ �, / I y I 1� I \ ,_4 i / / / / /�z 4j / I i e�Y'4, ��,� � Nlkkl 11,� I ,�, / /I aq i-, --4"aq. 08' I'll, / 5�., REMOVETREE %, / ""_"�, / " 11 / / \ \ I - 11 I" �,,'11�1'1) , / 17 / �, 1� il� / i I I i '\ A S Pf'- J'AL T i "\--" / I . , / ,/// - -/- p 1, /,A,�, , C I \_ .11 /I § �& 0 20' 40' -1 I 1� ­ , 8"t _0 E "C' 11_1`11�, 'IN I I ,��;i , f,?f-, - I ­ AIALEA' ,,, � 11 . L-OCil.-ED SHUT,,- �, 1� / / - - - - - - SAW CUT CURB SIDEWALK ,, I 1_11,� COURT I I 1, I 11 // //" / / / 1111� 111.11 11-11 /I 1� / C2.1 I 1`111,11'k \. ,I I '1_11��, / / / ly / / / / / 1� 1� �, 1111� 11 �� / �1/ /I / OR ASPHALT (SIDEWALKS 1/9/20 1 " " 1� /I AND CURB TO BE CUT AT I _ __ , � ­ - - - _ - __ - _ �, '\�,,' I / i - /I / /// - / / " . / 11 1_/ 11 /I �, � NEAREST JOINT) _ -,- I Is.. , - / - , - , ..." - I I/ 11 I/ 1� - /I - -_ _ %��, --.w(,z I , I I I ./ / / -11 . 110 ,_ I \ " , _ _ ,.", �V,rf�� �11_ �, .1 I If // " 11 �, 11 I / I / / "I 1� 11_� I I , I 11 '1� 11 I I I., 1� I @ GRIMM AND PARKER ARCHITECTURE, INC. A A _,___�", ��� \ 11 - __,. I - //1 I 41�1 I I I - I ,. I � I I 1 181 17� 161 15� 14� 131 12� ill 10 91 8� 7 � 6� 51 3� 21 1 In © GRIMM AND PARKER ARCHITECTURE, INC. 17 UN im 11 111 101 91 31 7 M 0 r! 0 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES AN ADDITION TO SCOTTSVILLE ELEMENTARY AS WELL AS ADDED SITE PARKING, A RELOCATED FIRE LANE, AN ADDED BUS LOOP AND ASSOCIATED SITE WORK. THE LIMITS OF DISTURBANCE IS 3.11 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY RESIDENTIAL PROPERTIES AND VA-20 SCOTTSVILLE ROAD TO THE NORTH. RESIDENTIAL PROPERTIES BORDER THE SOUTH M AND EAST SIDE. THE WEST SIDE IS BORDERED BY A CHURCH EXISTING SITE CONDITIONS THE SITE IS CURRENTLY THE LOCATION OF SCO-1 SVILLE ELEMENTARY SCHOOL. OFF -SITE AREAS NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE L CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE_ BY LOCAL AUTHORITIES HAVING JURISDICTION. EROSION AND SEDIMENT CONTROL MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE I-NSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS, STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PRPOSE IS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS, ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT, 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE OUTLETS STRUCTURE. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT 8. TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TRESS FROM MECHANICAL AND OTHER INJUSRY DURING LAND J DISTURBING AND CONSTRUCTION ACTIVITY, VEGETATIVE PRACTICES: 9. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 10. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, TEMPORARY SEDIMENT BASIN AND NEW OUTFALL PIPES AND STRUCTURES, DIVERSION DIKES, OUTLET PROTECTION, SILT FENCE, TREE PROTECTION AND DIVERSION DIKES. E&S MEASURES FOR MOBILE CLASSROOMS REMOVAL AREAS DENOTED ON PLANS SHALL NOT BE INSTALLED UNTIL SCHOOL IS OUT OF SESSION FOR THE SUMMER OF 2021. NO WORK SHALL BEGIN IN THOSE AREAS UNTIL ALL ESC MEASURES IN THOSE AREAS ARE INSTALLED. 3. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CON BEGIN. 4. ROUGH GRADE PROJECT AREA. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS, PHASE II 1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 2. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 3. ONCE ALL CONTRIBUTING DRAINAGE AREAS TO THE SEDIMENT BASIN HAVE BEEN STABILIZED AND APPROVED BY AN ESC INSPECTOR, CONVERT THE SEDIMENT BASIN INTO THE APPROVED SWM FACILITY. SILT FENCE BELOW THE SEDIMENT BASIN MUST REMAIN IN PLACE UNTIL THE ENTIRE SITE IS STABILIZED AND APPROVED BY AN ESC INSPECTOR. 4. BIORETENTI.ON AREAS SHALL BE EXCAVATED TO FINAL DEPTH AND CONSTRUCTED ONLY AFTER ALL AREAS DRAINING TO THEM HAVE BEEN STABILIZED, DO NOT INSTALL ANY FILTER FABRIC, STONE, OR MEDIA UNTIL ALL AREAS DRAINING TO THEM HAVE BEEN FULLY STABILIZED AND ALL SEDIMENT HAS BEEN REMOVED FROM UPSTREAM PIPE AND AREAS. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 0 A A 0 SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBIIING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15, BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE_ TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT, ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 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 DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) lie ES-i: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE, ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES,8; DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT, MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 43C - KLINESVILLE SILT LOAM, 7 TO 15 PERCENT SLOPES, 10 TO 20 INCHES TO RESTRICTIVE FEATURES, HIGH, HYDROLOGIC SOIL GROUP: D 49B - MANASSAS SILT LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, LOW, HYDROLOGIC SOIL GROUP: B 84B - TOTIER SILT LOAM, 2 -TO 7 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN, THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE, MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11, BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. .� lti wl LT Ill ol. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD ���;rr , DRAWINGS: r ; i, I.,1F}1 ti 1i.fltJ'ti:41 El:lt COUNTY OF ALBEMARLE =r Department of Community Development Construction Record Drawings (AS -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record dravving be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. 0 A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. fAW 3. Updated Location with geo-coordinates of all facilities. Uj 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required 0 .4 for alterations from the design. 6. Plants, location and type. M 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. N ® c� N � � L ai L E >� E ®� M ® p III 0 { tom. III f 0 I I 0 0 O ill N n 181 171 161 151 141 131 121 ill 101 91 61 7 N 0 M 0 K UJ.0 1 /9/20 ©GRIMM AND PARKER ARCHITECTURE, INC. r\ 1 181 17 161 15 141 131 121 111 101 91 81 71 61 51 41 31 21 1 ©GRIMM AND PARKER ARCHITECTURE, INC. '1�fA a �z M 10 G I /- RUNOFF WATER V WIRE MESH H 1 �— THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FILTERED WATER INTO THE TRENCH. WIPE A v SC PEEN FILTERED S - A =4 ;a 1JA.TER A 3do (MIN.) RUNOFF OVEP.FLO — III /� WATER, (1!� III / ' —III: WI TH _ _ do a' o.. _ i �� —III / I 111= SEDIrIEr,IT- 1 — SEDIMENT J. ��-/ =III= FLOW �'� III-1 I l I PIPE OUTLET TO II a.IIIIIIIIII-IIIIIIIII-1' DEFINED CONCRETE — 1-III=III= _ II 111.=1111- DROP WELL DEF GUTTER CURB INLET INLET CHANNEL 12" EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SEDIMENT WITH PLAN VIEW " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. GATE 1 O I� GP FILTER FABR SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS I SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT � .�PPLIC AB LE WHERE HE � ��VY FLO WS ARE EXPECTED AND WHERE AN -Tii=r - WIR_ EXCESSIVE CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TOOVERFLOW CAPACITY IS NECESSARY TO PREVEh1T E,�.� ESSI�E rOf��1DINO La F IP 3.07- 6 I=III=III I I 3.07- 3 CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND F I I—� _ = III1 I - I P AR _ UN D THE STRUCTURE. UNPROTECTED AREAS. S _� 1—� 1—I I I- STORMWATER INLET PROTECTION —'iI 3.05-1 GRAVEL SHALL RE VDOT ,# , U57 OR #� COARSE AGGREGATE. No Scale TdOff CONSTRUCTION OF A SILT FENCE STORM DRAIN INLET PROTECTION SECTION A -A FILTER IN No Scale No Scale CLOTH FOR ENTIRE PERIMETER ER E] EIEl D I� STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION TABLE 3.31-B NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS CONCRETE. CDO GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST "QUICK REFERENCE FOR ALL REGIONS" SILT FENCE CULVERT INLET PROTECTION 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING LJLJ PLATES 3.18-3 AND 3.18-4. faf GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL PLANTING DATES SPECIES RATE (LBS./ACRE) ENDWALL ®P 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE INCHES. 3.18-1 TP FENCE AS A TREE PROTECTION FENCE, SEPT. 1 - FEB. 15 50/50 MIX OF TOE OF 3.38 ANNUAL RYEGRASS FILL CULVERT NO SCALE [�N�SZ:le LET PROTECTION (LOLIUM MULTI-FLORUM) � TREE PROTECTION & 50-100 ® zj No Scale CEREAL (WINTER) RYE LL (SECALE CEREALS) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) TOE OF 5:1 EXISTING � TS MAY 1 -AUG. 31 GERMAN MILLET 50 SILT FILL I AIPAVEMENT c� MAX SWM-DR (SETARIA ITALICA) FENCE DISTANCE IS - -,-TLC Lij ® " DIA x 6" LG. — ~- 6' MINIMUM IF „ FLOW "OPTIONAL STONE COMBINATION FILTER 6 A MOUNTABLE � W/FLATS DOLTSWASHERS TEMPORARY SEEDING PLANT MATERIALS SELFAOCKIGNTAND SS LOCKABLE INGE, FLOW IS 1.0' 1.5' CLOT MIN. BERM STYPICAL 8 PACED ONPLACES-EQUALLY / MIN. EA2R 0 OPENING No Sea1e TOWARD (OPTIONAL) SEE NOTE 1 EMBANKMENT T EXISTING GROUND SIDE ELEVATION TABLE 3.32-D LOCKABLE ACCESS ' LOCK W/HINGE, -�_ SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 70' MIN. ui MIN. 2' x 2' CLEAR OPENING I SEE NOTE 1 1 2.5' -WASHRACK0' MIN - - - �� TOTAL LBS. PER ACRE FLOW - - BL, 2" WIDE x 1/4" MINIMUM CARE LAWN _ Lu � THICK STEEL COMMERCIAL OR RESIDENTIAL 175-200 LBS. b 10 EXISTING RING BOLTED 12 MIN. ui IMDI BAR To RISER KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% "VDOT #3, #357, #5, #56 OR #57 COARSE CLASS i _ I PAVEMENT _ IMPROVED PERENNIAL RYEGRASS 0-5% AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP DIA.x 6" LG. THICK ` KENTUCKY BLUEGRASS 0-5% HORSESHOE WHEN HIGH VELOCITY OF FLOW VDOT #1 COARSE B j t1:1 ' MIN I-ESIVE BOLTS FEEL PLATE A MAX. IS EXPECTED AGGREGATE j C J W/FLAT WASHERS AND SELF LOCKING NUTS. B STYPICAL 8 PACED ONPL PLACES-EQUALLY oQa�cY TVP. GENERAL SLOPE (3:1 OR LESS) MUST EXTEND FULL WIDTH _ KENTUCKY 31 FESCUE 128 LBS. C CIP 3 08-1 OF INGRESS AND EGRESS RED TOP GRASS 2 LBS. (, 4 /4 TYP. SEASONAL NURSE CROP * 20 LBS. OPERATION. z 1 ( I 150 LBS. N L--c—CIRCULAR LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) CULVERT INLET PROTECTIONCXD c> I I I 6" SQ. MAX. I STORMWATER -clRcuLAR MANAGEMENT KENTUCKY 31 FESCUE 108 LBS. No Scale STORMWATER I RISER I.D. J AINAGE RISER I.D. MANAGEMENT E DRSTRUCTURE RED TOP GRASS 2 LBS. ®ATE DESCRIPTION 02/25/20 REVISIONS DRAINAGE I RISER O.D. I SEASONAL NURSE CROP 20 LBS. PLAN VIEW I RISER O.D. I STRUCTURE , , CROWNVETCH 20 LBS. TEMPORARY RIGHT-OF-WAY DIVERSIONS RISER DIMENSION APPROX. RISER DIMENSION APPROX. 12' MIN. 04/06/20 REVISIONS I.D. 4.D. A B I C D E WT. (LBS.) I.D. O.Q. A B C D E SEGMENT WT. (LBS.) 150 LBS. 24 30 31 28% 7 11 27 24 24 30 30 6 7 10 27 15 46 COMPACTED SOIL 3 MIN' 36 44 45 411p 13 19 40 58 36 44 42 6 13 18 40 22 82 * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES rL 3" MIN. 48 58 59 54 2 13 21 53 86 48 58 55 9 13 20 53 29 120 AS STATED BELOW: 60 72 73 67 z 17 28 66 135 60 72 68 9 17 26 66 36 169 FILTER CLOTH SECTION A -A 72 86 87 80 e 23 35 79 204 72 86 81 9 23 34 79 42 227 FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE 18" MIN. 84 1 100 101 1 931/4 1 , 39 92_T 266 1 84 100 94 12 25 1 37 92 49 290 MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET FLOW 96 114 115 106/� 22 38 105 345 96 114 107 12 22 36 105 56 341 AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE HIGH DENSITY POLYETHYLENE METAL 7171117� � � � � � � 9 I 6 -7 NOTES: NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE 1LL� 1llL 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. F THE TOTAL WEIGHT OF THE TRASH RACK IS GREATER THAN 75 LBS OR COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO f I 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. * SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF GREATER THAN 7`-2". FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU 4.5' MIN. SPECIFICATION ��/ ) REINFORCED CONCRETE REFERENCE STORMWATER MANAGEMENT DETAILS TRASH RACK ROAD AND BRIDGE STANDARDS OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED DRAIN SPACE 302 FOR SWM DRAINAGE STRUCTURES REVISION DATE SHEET 4 OF 5 MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE SECTION B-B VIRGINIA DEPARTMENT OF TRANSPORTATION 114.07 s ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER 3.09-1 CE 3.02-1 SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. 1/9120 PERMANENT SEEDING MIX FOR PIEDMONT AREA TEMPORARY DIVERSION DIKE LES2 NE CONSTRUCTION ENTRANCE A No Scale NO Scale le©GRIMM AND PARKER ARCHITECTURE. INC. 181 17 161 15 141 131 121 111 10 91 8 71 6 5 4 31 2 1 " 181 17 � 161 151 141 -- - .131 121 11 1 11117- 1 0 � .� ,�� 91 / 81 / 71 �' 6 51 41 31 21 1 , -1�1 1\ I , � -- - / , / / - " -, -i" EROSION CONTROL LEGEND 11 I I I - \,_�', - * � � ,� 0 / - - I ff I,/ I , Illy I r , '' � e�, -1- - . \ \1 - ,,iq2-\ -- - , / I/ / -1 , Ull �J�- , , , �- - \ \ / - - I/ ----�- . I-N N . -1, , - - , \ , - - I / / --i,,�', - . - I 4 11 144 �111 I lii,��, 1� I" , -**�< �g'tt,A fr @GRIMM AND PARKER ARCHITECTURE, INC. \ I I \ I . \ YSHRUEIS' " - �, 11 " " A 11-� / / q k, "I -11 \ I 1i / 11 � MIIIIIIIIIIIIIIIIIIIIIIIIIIII� LIMITS OF CLEARING AND GRADING 1. �,�, " , . � I - - 'A - / 1� I -1 - - .. , , ,- .,� .. 0", * -, - ,� �K k 11 ,,,,,�-,,,'�\ ,� -- , I / / -- - -, - - - -- -,-. - - - - I , , I � , , - . "� \ I � '-1-, , - , .11 / e -- -1 -398-1- --- -- 11 I �, ) ,�, � - -�� , I., 1 \ \ ) N I \ ------1 \ � - - - , r ,� / - -- - --c"", 4 - I -� I - A I . , I I , � , , -< I --� - / - , . , , , I , I " 1. :�� � , � \ 11 , \ � ,�� � �\ , � �p / I / / '- ,� DRAINAGE DIVIDE - 1. 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"" I / / -- -, -- _ -, � '- ", , -- -SAF- SAFETY FENCE 3.01 \ I - - - � \ I I \ --,-, BROWNSTONE , , \ � , \ \ ,/ . - - - - / /"' 11 . iw / / / / / -- --,--- I- - " 11 ,� ', �' 4-11 %, 1�,111 I I I � I ,*,-I I I � - � \ \ . -- - '--(, e .1 I 11 I I I - , _ - ,,, - .1 �, - 11 11 *441 \ t6,,ml�' , -,-X- \ I& z \ z / "I ..... I ; ,� ,,, � � , .......... . mft�10 I / \ ,-� \ RIPRAP \ \ \ \\ �A ' / / - - / 1c, - I / / -- l, ,, ,��-,p, .. �, /,/ 1. / " . - � ""'', 'c";� - , - I /-/, \ / , � I I 111.11 .... 1*1 "" PAVED CONSTRUCTION ENTRANCE 3.02 -, - � , � 1, ,f wz 11 � / 11 '�-,,�,,, .......... I - -:: - -% - , " �vrs �, ��-, , \ 1�y / I c ,- I �� � - � � 1, 11 '. �, .............. I , 1I I I ,e') t � I V-) , \ #401"' \ ,31 / / , L-..............*...., I W . 93 / I 5,,- , IDTH I = 6' \ 1, - -- - - -- - - / �' \ 1�1 / " 11 I I I .... 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INLET PROTECTION 3.07 " ,�, .,�-a / -, - t`;? f*, � , � , f, , , I" ,,,�s I -</ \ * 41, \ 11 f -1- TEMRORARY.9�D MENT BASIN,RJS.Z ER 41 1� IS G Aft I �, ) " , 11 ,�4? -pw 11 ' ,)N - - , , ' -z x / / '$1-111-1 �, 1-1 - "', I <t-,� � . '-1 ,% . I - AIL. SE b10EN �R " X \ �, um (A '' 1� �, �� `�,' 24 \ ,,, DE'SIGN DE-r :- , T,5A§ ,,RISER TO , ��,, 5 \ -1 - I DEC - - �� - - / I � , 'I -� , I - - z - - \ 'I-, " - ,�,', II b6 W., 1, I - - -'CbNNECTED-TO / , - ---p1p- mumb, ce , . I , \ � I , � - f � ,/ BE INSTALLED AND '1� -- - / / I ", / z I,/ , � \ 11 , s DIVERSION DIKE 3.09 , \ , � , - / ,� I --", \ ,,� , !, - / 1� --11 - - - - . �� 11 c I , 11 . I �, � �j =) ) � / � � -"/ \ \ 11 �,� - ,� PERMAN'ENIT S7,d`RM PIPF, 501. AN( ,��HOR- - � �, -, , 15d; -1 \ I 11 -, 11 , IN , � SF " / / / , I z �, \ "I 1, / � \ , 11 .,� --� TS Dc - T '" ,-1A / I--, "I 1, 0 � "I I s k -k R I S E R P E R V-ES C4+D El 7�1 L �,�11 4�� �/ / / 1� - - - \ 1, ', SEDIMENT BASIN 3.14 " - A I � I -) 11 � � - / - 4 / , / / I/ - 1.1, - ; I , , � I , "' \ I-- I, v; V - I I I X - Id � / ) I \ pA , , "' - - 11 m / ". ,,-, � , I", 395-11 / _7 ", \', -- '"" - , / / / !�) - - -, ", \ \ s k �. / \ , / , - 0 (D 1, -\ I ---g MU 1-1--'\111 \ / � I / --'. 11 ) � % �� f, \ // / �q),-� , \ AJ/11 / / / I - ­111111 11- \ -, , - - - �, I \ \ \ F ( E) )- --,y I / ,w "', 1 ?,','D,F-C,-.- --- - -' - / / / - - ,- �, ,�, \ OUTLET PROTECTION 3.18 D / . / , \ , , �,,v � , -- - , k ... / - - \ , lq "I <� � 11 ,�-, - ) %gp" -,�,� - �'-X-�/-, - - -- - / / / - , I, .. �, I I � \ I , I "I I - - - "-. - - - - , ,to -1, � " -- -" \ k�`-R / 11 - - 11 ", . \ . W 0 � � - ! I ow , ­7 '\ .1 e " . , 1 " - -/�- , � '<� I ,� � � \ - �, 71, V S!, -, " / � - / - "I 11 I � 501 1 'I" '27,�, V ,� -111, X - I 11 , "I I ce f- - 11 , , , 'e I Tfvl��f 1/30--� / I '1� \ \ 101 'A --'% `Wj.- , �, .-", 1� -7 I ,'� el I / ,I- , - 1, �, , ) " � �., 1, -1 ' - 0 L,-',- inf,� V % , � ,; I �, -1 - -n,j r�'�, ,11 � �, , ,�E�, �� , ; \ 10 I , '- / -*/17 / ,� � \ \ TEMPORARY SEEDING 3.31 = 'A P,RY!3,�"tP'f",'�'�3Tr,llt.IF�.'C,'t"!OF - .- (5, I ,;�, - -If 'F� - "If - ��nl X,5' , 11,0S / / � � A, -- , �- - - 1�, \ �11 � GALV �! �5: � 0 T7'51V LL L E \ --'� � il \ I to I I'll I- 2 , 11117 al,��, 1�10 " <;,) " ,�� / IS 0 �- L DB. 766PG� 3,35 �11 � 5 , I b R'%N A"' / �At,',:�, - I I J k OF, AREA TQ�-- -, -- - "- - - I e - \ 11 - 001 V I 11 .11 V'11 / ��Iliv - - - -- -1 - -, -11 - \ '�,, - L -,) 1, I' ,�16 / - I , I /1k, I ",I, / -- \ a '� � \ I -nc��D I ly[�NT`B -- - " , /,� N'' I / .-. �, ---I \ I . , A-81N ,�-:-�i�,�,f, 1� 1� / -, - - - -,- .- -1 -, , \ 0 ,m-� Arok uj 'A T) / ( 4 '� \ � - 143) / �, / 0B. 1007, PG� I- (/�l I �gj,� � ,&,� I I , , ,, " j-��,'. .11 / � - _ 11. "I PERMANENT SEEDING 3.32 / \ I , 1) \ --�, I " ,� � �b - 2 " D Ei` 1` -- �,,� - b \ I � / . �, 'I-,' 1-1 -) SAF I " //\ .1��41 ,,f,,k t� .� 4D wir > "I ,;,� v 11 1, IS � DD / v-, I IKV 11 �- I , -.111, � . N, 01h / \ . - -�pw- I � 40 - I - / ,,`-��) I / 1� , , , " oa -, ,- - \ �f " 0 Lu , I I - / 1, 11 ,§;� ,- - - I " , leg'RQ� , 1� 'V-� -- -- 11 �, , � .- 11-109K lk-%. "I 11 " "I � - - " I ,A-�Ir ,�-cj / �, \ f, It'.,' 7j 1 1 '.1111 I I , , \ / I< , I �e . , ,It, -- -\ J / �, - �, , \ I MULCHING 3.35 Cb I I I -- - 1� V I I � , , - _-, I . "I �' -11� I 11, " - - 1-11 - -- �, 0 Z �� I 11 ". \ (I I AN � - -11 I -- -- --', � *11f, / -- -- --, "" '\1, 11 - - - - ------- - - , - -- 11 11 - - \, `1 �, u \ 1� 11 "I,* ) , " / 1\ I I - -11, I , I I � \1" I It -1/ - / -- llp- ;;�* --� --- I'll " �, -- - -- mafflp!� - , \ I / -I') , �, �c,'-- .. . ..... .. �. - -- , I'll , s I , ,- \ ,4f� .- .... . .. 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Al", " , / 11-� 11 /j - / w � , - - "I 3= (i j I I eel 141, ��y , '. ,/ 1*11- / f �, - , �-- Tol- -1108, / 11 l � / / * M013/L.E 4- , /, K, , ... * \ / __j "///"' , 11 / ) / � , I - 11 I '�� / f - ,'' 9 I / V 1� / -\ 4V4 llpev I rl_-� / 7 4 �/ / "", I I -, 11 lf'%� / --- � 1, i �, 1INNIX 111,1�z-4,,-;)�-�.,q7'6"Ptl,13,�,��) ,() / / 02/25/20 REVISIONS , --1 ,�, /) -1 A,ff ,,, I / I I - I . '1�11, � , 04/06/20 REVISIONS / "Apo V, \ 0 p ,,��',,,-�,�,�,:�,,-�-s,,,�?4-),-)""",, '-, " ��-'11 11p, , � , , , - / I 11 11 , AV & "�� .1 �,M� I / "' . , -1: "! 11 / / , 41p 9, I � . / // � 1AIV lt,1=4,�O3�,,-?"8"P!,,'(,,AIE) / I / / I& a .� -- - '11- - ( ,� / / - I k�ll // /-/ 1�1 / , . / / . ,,,, . I I I'll , � '16�1' v q,(-rr-,�)o2,.;,,-), (-rlJ T4tw) � V41 1 11 I �,, - " I , �,f I , . '101 - 11 -\,� , , A S �,-N , V 1%, /�z "' I- (' -, ., �? / i I -1 11 -0 . 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I 11 'I-, / " _ , : '- 4b, , - -,��, , ' i / If - -��- - w v C� i TER z- 39 7, ` V e / th, �,,, - - -1 - , � I / IN" 11"�� - Y"'(3- / / / 1� - �, / , ,� " 113 -- � . / / ) / / / � I %�, / I , I �--17�1 , - I k I �1, 11%,, -,) / / I " 1� / � � �, � / / f -=;-,---, ,1 / Q , ) "-,4 -� �-, A,-� CLASSROOMS AND ASSOCIATED sl�-,, -�, I coi-YAWiv (,ryf� / 1� - / / . / ,? / / / / V, ", I -.- "', r, REMOVAL OF MOBILE ---X / / I / / , I 1'� ", 1�1 z I - I / / I I/ / �_----:!��-- " " / / I .� - / � ,I x � / I / ,,_i � 1'� ,--, , "N" � " / �, \ " I 1� / / / / I CID 00 I i ', SITE WORK SHALL COMMENCE '\ I ,�, I I / / �, I/ / / / �, - / / / � 6 " Lr) E G' / . 4&h, '-� I �- G I "I N I/ S F I * " �� If -� �, �� - '\ �l-,�'A,��,j';'TA,k',,,'�yR�,',,�I)i-7P� R�44HP / / / / / / c) I ,�,, I , I , /V .11 11 / r,--? 09,0"", z "I ". / / / < i �It'11'4 4fll AFTER SCHOOL IS DISMISSED FOR *\. � Nk -4, N/ // ',, 1� , / - / � \ 11 �F , / / / z ,,, N�I 1111�, , S77G , �p / / I-,,"- �� SUMMER OF 2021. CONSTRUCT] QN,,1AILT / 11U 11 / /, "/ / I na "" " I" I if I Iv / 11 _ t-0 G- XED SH U 7 �� "I' / / C3.2 DEC `-1,11 SHALL NOT COMMENCE UNTIAT4,, %%'. \*- '11, if / // , m,L- T,el /'m"-, F�, " 1� " z "I . / / / I v ' ' b- jRT I I / .1 / / / 11 " I/ �, 1� / / / / "-,,, ESC MEASURES ARE INSTALL , 1--� 11 "I //// - / 1-1 ,� I/ I 4k, �,, / , 1/9/20 1 (',_' 11 � / 41 / / 11 1� .11 / / / SCALE 1"=20' �) , I 1� � 's -0 � . '11.'d AND APPROVED. \ � '/ 11 ,, / 11 "I" "I / / / / I � - - - -- - "' I I N x If / / ,;�� - / / / 11 I., " 1� I / �/ I � - I- I,--- & //' / / I �' / / I I I t ,- -, -- - -­ "', IN. , &I / � 1. I = I - I" I I - / .11 1� 11 - 11� d" �, / / 0 20' 40' - -- 'Z�N , � , - � / I'll I I \ \ ,� - -- - �;kl,\, I i --RII -7/� ' - , 7e '/ / / 1� �, 1� 11 1� I., 1�1 / I @ GRIMM AND PARKER ARCHITECTURE, INC. A 1--, .11 ,V;,-/,"' "",, - " // _zr',., . 1� / . I / I �, � I . 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I Is 11 _911 ; '­'K _ , - _ I'll, _ \ ,?;\ , " ­ - _ ,_ , " I � (1-F "', \ I/, ,�_ L,j n, V-, 4!* z "" ­­ 1K, 4 If-11 ,", ", - ' 11 I \1" , A , "r, ,0/ , 11`�__ -,- ___­_ ­-­ ijGF 11 P", " ,/ ­ ; ." , ) " , :­,��_­,;zl _": / 111"',/ ,,, I t / ! 1, _/ �:, "r,"/ 1'11""'. / K "' -1 /i " "", ,\, / "', ,-_, / f / 1 / AL I i 'I, " I I/ / / / , / e N .-, , ,I f , S/ / 11 , 11 '�) / if Ii co e,_ — llllllIlllllliwIIl1IIIl1I""""" ��o * _**1, e, " I I ­� ,. ,A',�, ' POINT ZF ANALYSIS', \ \ 11 TIME OF CONCENTRATION = 17'6 MIN, /I / /' I - , 11 11, I / " I'll \ \ I ,_ ­_ '1,1;`_, 11 \, % "I' 11 / I %11 i - ,/ _,",, ­ _­ - ­ t N iZ_,' , , - - 1, 11, ",_�­, ,Ie11 / , /",- " ", ,1 ', "I "I I ; � I" tW_* , " I ct , - i, I , , / 1, / II ­­_ 1i I'll, ,�K �, , 11 / ., V, , v, " .,,,,.'r - -_ I— - -1 "I --,, "" 'k — -11, J Ll ! I .., I ;1 i // / J - '-7 / I 1, - - . -'­C', I ! I 70 1�,,! ( I , tv ) �_ 111. 11 � i , - \ 11 \ \ \' " P, . I 'k " . 2, , I -"", / / - `i) " -, -14., wn_1_mw___ - 11 ,/ "" / 1** I 1. . i`­ I'll, I / k-7-1 , B/ f , / _'__ .11 ­ 1. I-' Iq1`_'1_z1 `111 1, � I I / I I '__ e? / /' / / ,I_s " / /, / I, ,—f 11 / i _�1_111., "'i" ", , / ", / / / 1/ 11 , / / / / / SCALE I "=40' �34, 1 # 7�,,r1`-,,,7, � � � � 0'1TDP ELEV.3G3J5 RECTANGULAR NOTCH WITH ORIFICE TRASH RACK |NSIDE OF RISER STRUCTURE ORIFICE TRASH RACK SIZED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. SEE ELEV. 389.05 � � no T7 __100YRVVSE 304i85 T7 �L_0YRWSE 393.87 T7 ___��__ 1 YRVV@E 392.29 GRADE G^DEEP SUK8P3'XT--~- \-12"THICK D|-1WALL AGAINST BASE OF0-1UNDER BEYONO'TYP. ORIFICE FOR DEBRIS SEDIMENT ANOCLEAN OUT. DRY PONDDI-1RISER STRUCTURE 500[lET8T| SOUTHEAST SIDENO SCALE BASKETEDGE 24"LONG EPDXY G8BTON BASKETAOREBAY WALL NO SCALE NYLUPLAST24"BASIN WITH DOME GRATE TOP:400.S0' CLEANOUT �J < WASHED SOD PER -- PERMANENT SEEDING MIX ORAPPROVED EQUAL. 24^B0F|LTERMIX -~ 3''NO. 8STONE -~ 21"OF NO. 57STONE -^ SCHEDULE4O PVCUNDERORA|N 196MINIMUM SLOPE BOTTOM OF B|ORETENTION BASIN 400.00 &4|RAF|i4ONFILTER FABRIC DREQUIVALENT. T0BE2'VNDE CENTERED ON UNDERDRA|N � � � � � � ���� ��� U�� ����U~�~�r CALCULATIONS: ��^ U ��N U ����U��^ WATER ��|����NxN U U � 0 �����������~��U ���U`���. CHANNEL PROTECTION (ENERGY BALANCE): (]PoST-oevroTAL :50-8°(OPns'oevow'ans° RV"ns'osv)/ RV"oST-oeo 2.60CFS 5O.8°(4.23CFS°O.43SAC/FT)/O.543AC/FT OK 2.80 CF8 g2.71 CFS FLOOD �����T��~T|M�J' / "_������ PROTECTION: ^��/a. POST -DEVELOPED Q1o:5PRE-DEVELOPED Q1u OK 14.52CF8(PD8T-DEVELOPED{]10)2514.98CFS(PRE-DEVELOPEDC)10) REDEVELOPMENT (SEE MBOOK) DISTURBED AREA: 3.11 ACRES PRE -DEVELOPMENT LAND COVER: � � BGO|L8: O.1OACUNDISTURBED FOREST AND OPEN SPACE 2.38ACTURF 0.82 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: BGO|LG: O.O7ACUNDISTURBED FOREST AND OPEN SPACE 1.7OACTURF 1.34ACIMPERVIOUS RE 171LBS8'R ONSITE TREATMENT IS PROPOSED BY TWO BIORETENTION FACILITIES, AS CALCULATED IN THE VIRGINIA RUNOFF REDUCTION METHOD SPREADSHEET, TABS A(LEVEL 1)AND B(LEVEL 2). LEVEL B|ORETENT|DN FACILITY: 0.86LB/YR LEVEL 2B0RETENT0NFACILITY: 1.38LB/YR TOTAL LOAD REDUCTION PROPOSED: 2.O4LB/YR SURPLUS REDUCTION OF 0.33 LB/YEAR AVAILABLE TO BE USED ON FUTURE PROJECTS OWNED BY THE ALBEK8ARLECOUNTY SCHOOL BOARD, PER SVAC2S'87O-8QSECTION APART 5. 1.O' DIRECTION FFLDVV PIPE OR CURB CUT -A 0REC7lON OF FLOW FROM PIPE DRCURB CUT PONDING AREA . _~�' VDOTSTD. CLASS A1 MARAF|14ON - R|PRAp. FILTER FABRIC VNOTH1=1.5' OR EQUIVALENT WIDTH 2=12' \ 3XP|PE O|A0R � BOTTOM OF SECTION A -A CHANNEL WIDTH GRAVEL FLOW ��������� ���_�����Tk���� ���'�0��� ��/ ^'�`v �~u_ / ����vx SPREADER ^�_�����_u � PRE-TREATMENT ^u_ o / �^_^-� / m/�_un x DEVICE u���_ No Scale 141RELEV=401j5 2-YRELEV=401.22 10-YRELEV=401,40 100-YRELEV=40172 =\ 15"RCP NOTES� 1. 24"B|OF|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD OFTHREE DAYS. QUALITY SIZING CALCULATION: IMPERVIOUS: O.32ACRES T(v)=1.QO2CIF X1.UO=1.8O2 CIF PERVIOUS: 1.00ACRES DESIGN STORAGE DEPTH: (2'X0.25) + (2'X0.4)+ O.S' PDN0NG= 2.2' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH ->1.QO2/22'= 864.54 SF SURFACE AREA PROVIDED: 874SF ND.578TONE VV|OTH=1' SURROUNDING PONDING AREA 1-Y1RELEV=399,79 2'YRELEV=399.86 NYLOPLAST18^BASIN WITH DOME 10-YRELEV=400.01 GRATE \ 100-YRELEV=400.45 TOP: 399.50' CLEANOUT 01 BOTTOM OF N� / B|DRETENT|ON | | z I |NVINTO RISER 394.75 OREQUIVALENT. TOBEZ WIDE CENTERED ON ----^----- UNDERDRA|N NOTES 1.06'B|OF|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD 0FTHREE DAYS. SIZINGQUALITY IMPERVIOUS: O1GACRES T(v)=2.473CIF X1.35=3'O81.25CIF PERVIOUS: U.88ACRES DESIGN STORAGE DEPTH: (3')(O25)+(2'XO.4)+U.5'POND|NG=2.O5' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH->3.OA1.35/2.O5'=1,6O7.93SF SURFACE AREA PROVIDED: 1 ,600 SF PRETREATMENT FOREBAYREQUIRED: T(v)°O.15=30S1.2S^O.15=4G3CF PRETREATMENT FOREBAYPROVIDED: 4S8CF BOTTOM OF CHANNELOS' GRADE OF DEEP. SURROUNDING SLOPE CURB LINE R|PRAPNOT TOIMPEDE STORM FLOW TOOPENING BOTTOM OF � HANNELO�S' DEEP. CHANNEL SECTION 11 11 1111 51 1. 11 � � 11 'ri Ili CD CD Or - CD Lu DATE DESCRIPTION 12/25/20 REVISIONS 14/06/20 REVISIONS � aomw mm�n�nx�x�u�n INC.INC.| |�� , 9 � � � � � � � � � � � � � � � iul 0 0 N 61 5 '"9 K, 0 J W IwJ 161 17 l 161 15141 131 12 ©GRIWA AND PARKER ARCHITECTURE, INC. 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 % 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 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 HARDWOC 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLI SOILS. DO NOT COVER T THE ROOTBALL ROOTFLARE SHALL ABOVE FINISF PRUNE 1:1 SLOPE 01 PLAN SCARIFY SIDES BEFORE PLACE RO, UNEXCAVATED OR TA VIPXIVIL I LI\ MULTI -STEM TREE _ STAKING SPECIFIED i 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 f EVERGREEN TREE PLANTING :W 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 CUTAWAY 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 Z-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Ya 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 LAYER, 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 T-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 *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 ,' ■ • , � 1 • � Ill _ _ 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 A I 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.E of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 14.7 AC (GROSS SITE 10% COVER 14.7 AC x .1 = 1.47 AC = 64,033 SF 187,284 SF (EXISTING) + 7,248 SF (PROPOSED) _ AREA) 64,033.22 SF 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 Tiara C% ldist—'T`o be placed on Landscape Plans (Handbook, pp IH-284-111-297 for complete specifications) I. The iWowing items shall be shown 9q.Lhc allow, Trees to be saved, Limits of clearing (outside dripline of trees to be saved); 23 Location and type of protective fencing; N/A ® Grade changes requiring tree wells or walls, NIA 0 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 tree marking has been inspected and approved by a County inspector. 3, pre -Construction Conference: 21 Tree preservation and protection measure's shall be reviewed with the contractor on site. 4.Vj uCtamer<t CDaeratia�n ar$rf t�rra�ge: fleavy equipment, vehicular traffic and storage of constructionn materials including soil shall not be permitted within the driplines of treks to be saved. 5. soil ;GrUsiara aarrd Storrrr�vater I3etc r l3ora 3sevicefi; Such devices shall not adversely ailed trees to be saved. 6, Fires: :hires are not permitted within 100 feet of the drip]ine of trees to be saved. 7. Toxic Materials. Toxic materials shall riot be stored within 1 ill} feet of the dtipiirre saf txevsto be saved. g. Protective Eencirr' _: 0 `Frees to be: retained within 40 feet of a proposed building or grading activity shall his protected by fencing. FJ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or wastruction, 9. Tree Wells: NlA D NVhen the ground level must be raised within the dripline of a trco to be saved, a tree well shall be provided and a construction detail submitted for approval. Ili. `i'ree ails° N/A Ll Arhen the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted fbi, approval. 11. i'reaclrrrrrr and >< rrelirr ThenreT tching is required within the litnits of clearing, it shrill be done as faraway from the trusaks of trees as possible, Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will -destroy feeder roots. 12. Cleanup, Protective fencing shall be the last items removed during; the final cleanup. 13. Damaged Trees. - Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE., IT IS Tilt Ill VELOPER'S RESPONSIBILrfY'!"CO CONFER WITH THE CONTRACTOR ON TREE CON,ERVA`I`IO REQUIREMENTS, ,l I r jr t_ 2 ti.R gifvN' All I V ri rca s m•a CllblT AC PURCHASER SIGNATURi+: (DATE) 5/1/06 Page 1 of 1 ,p LTH 67 2A 11 W,. 14 III z o k04/06/20 TC,41PE "�R� J L2. 0 1I9I20 181 17l 161 15l 141 131 121 11l 10� 9 ©GRIWAAND PARKERARCHITECTURE,INC, A |Q 4� GRIMM AND PARKER ARCHITECTURE, INC. ih Of � � �| �| °] °�� �� 2 � � � � � | |m0 �0 0� F_%oLA1"\JT SCHEDULE TREES QTY BOTANICAL NAME COMMONNAME MIN. INSTALLED SIZE ROOT GIN AUT 3 GINKGO BILOBA'ALITILIMN GOLUTM MAIDENHAIR TREE 3.5" CAL. B&B FLOWERING TREES QTY BOTANICAL NAME COMMONNAME MIN INSTALLED SIZE ROOT PLANT SCHEDULE E m—'ll / FRA������AU���� PLAN MING n ���o� 1/2" = 1'-0" ill =1'—O" 1 1/2" = 1'-0" 4x4RAIL — NOTCH FOR DRAINAGE 2x8JOIST —ATTACH WITH HANGERS 12^&18"DIA.NON—TAPERED SOUTHERN YELLOW PINE GUN BARREL POST STEPPING LOG —TOBEDRIVEN PILINGS COMPACTED FINES 77 B/W STEPPING LOGS — COUNTERSINK REBAR— AND CONCEALW/VVODO FILLER 1G"MAX HEIGHT — STACK — LOGS ASNEEDED TD ACCOMMODATE GROUND SLOPE 24"LONG #4REBAR —PW|N, (3) PER8' LOG SECTION 8-12"DiA. RECLAIMED LOGS FROM SITE NOTCH LOWER LOGS TORECEIVE CROSS MEMBER LEVEL AS NEEDED TO STABILIZE COMPACTED L"'`D"""'EFABRIC — TURN UPATEDGES 1 1/2" = 1`-0" 4x4RA|L NOTCH FOR DRAINAGE 1x1ORIM BOARD BLOCKING A8NEEDED 2x8JOIST 'ATTACH WITH HANGERS 2xHDECKING 4"MIN. VDOT#57STONE BELOW BOARDWALK Lu ROT —RESISTANT m| LANDSCAPE FABRIC — TURN UPATEDGESL-1 '\— 2 x CONCRETE FOOTING ' k 3OOOPSI @28DAYS lZ'[N|N DEPTH PLAYGROUND MULCH LANDSCAPE FABRIC — TURN UP AT EDGES COMPACTED 1 1 4''MIN. VOOT#57STONE SUBGRADE 0596G.P.D. BELOW BOARDWALK `--ROT—RESISTANT LANOSCAPEFABR|C— | TURN UP AT EDGES 12"W4|N DEPTH PLAYGROUND MULCH LANDSCAPE FABRIC — TURN UP AT EDGES FCONCRETE SIDEWALK — REF. CIVIL DWGS. jJ 8UBGFU\OE ' 95% / STONE WRAPPED |N S.P.D. _/ ROT RESISTANT FILTER FABRIC �--4" PERF. PIPE — HOLES DDVVN—CONNECTTO DRAINAGE SYSTEM MULCH UNDERDRAIN 1 1/2" = 1'-0" 1 1/2" = 1'—O" 12"K8|N. DEPTH-----' PLAYGROUND MULCH 2" COMPACTED STONE DUST PATH NVSTAB|L|ZER 4"C0MPACTED VDOT#21ASTONE O"FLUSH CONC. CURB ' BASE 3.5OOPSI @28DAYS COMPACTED 12^MIN. DEPTH GUBGRADE-9596 PLAYGROUND SURFACE STONE DUST TO MULCH DETAIL u 1 1/2^ = 1'-0" 2" COMPACTED STONE DUST PATHW/ STABILIZER 4"COMPACTED VOOT#21A STONE BASE COK8PACTPD GUBGRAD \ S5Y6S.P/a—� \ RDTREI LANOSC, TURN °' STONE DUST TO SOD DETAIL 1 1/2" = 1'-0" 0"FLUSH CONC. CURB — 3.50OPSI @28DAYS SOD — SEED SPECIES MIX TBO 8^M|N. DEPTH GROWING MEDIUM — BLEND OF8O96 | SAND AND 2096SAND � LOAM P—ED—SCO-09 8"FLUSH CONC. CURB — 3.5OOPSI Q28DAYS SOD — SEED SPECIES MIX TBD 8"MIN. DEPTH GROWING MEDIUM — BLEND OF8096SAND AND 2O96SAND LOAM 4"MIN. VDOT#57 STONE WRAPPED IN ROT RESISTANT FILTER FABRIC 4^PERF.PIPE — HOLES DOWN ' CDNNECTTO DRAINAGE SYSTEM COMPACTED SUBGRADE—MAX. 8O%8.P.O. P—ED—SCO—OO ROT—RESISTANT12" MIN. DEPTH N, PLAYGROUND MULCH LANDSCAPE FABRIC — TURN UP AT EDGES COMPACTED SUBGRADE COMPACTED SUBGRADE IN ROT RESIST NT FILTER FABRIC CONNECT TODRAINAGE SYSTEM SOD TO MULCH CH DETAIL 1 1/2" ~~ 1^-0" P—ED—SC0-10 | � 1/9120 @GRIMM AND PARKER ARCHITECTURE, INC. A G� � � « 1 1/2" = 1'-0" P—BD-3CO-11