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Home My WebLink AboutSDP202000007 Plan - Submittal (First) Final Site Plan and Comps. 2019-12-2018 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 © GRIMM AND PARKER, P.C. 2014 GENERAL NOTES SEE ARCHITECTURAL 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S DRAWINGS FOR 12" MINSPECIFICATIONS AND STANDARDS. TYPIzr 9 PRIOR TC) ANY ('C)NSTRI IC'TIC)N THE C.C)NTRAC.TnR.qHAI I CX)NSI II T THE FNrINFFR ANn \/FRIFY THE APPRn\/AI nF THE PI AN.q HANDRAIL DESIGN\ � ( ) ti _. _ _...__. _...._ . _. _.. ..._ ......_ _.._ _. ..._ . _...._ BY ALL FEDERAL, STATE AND LOCAL AGENCIES.3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING o 0 0 0 0 0 0 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) ' ,.I11,1i.5�1OWA,LTL f t 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, 4" DIAMETER STEEL 3' p" o 0 0 0 0 0 o � �-s 0s; 8" TYPE 21 B AGGREGATE BASE COURSE I.ie. `�a 0402 i5?f5] � I2j2t�I`9 SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. PIPE FILLED WITH (TYP.) FXP o 0 00 '�"�f ,rt'w` 0. Ur'UIN Ul, I-UUVLM Y Ur JUILJ I I -IF\ I MML UINJUI I HCSLL I -UM r-UUINUF\ I IUINJ, z)ut5u AurU -1, UK U I mr-m I'CUHUVVHY uUINJ I I uk, I IUIN - I' . i' PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN CONCRETE. BOLLARD JOINT VA\AyAV\\\\\\\/\\V\\\\ COMPACTED SUBGRADE Iry 1 Lh'�`� SHALL BE PAINTED GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE 7-1/2" YELLOW FINISHED n n M CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 6' LENGTH 12" MIN GRADE IVI 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 0.5FROM EP (TYP.) 12" 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE 5 4' (TYP.) CONCRETE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND 3'-0 PAVEMENT 1/2 R SPECIFICATIONS. \ \ \ \ \ (MAX.) ° o 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. \� \\�\ 2'-0" DIAMETER FINISHED 1/8" ° o o 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. o U��o oU CONC. FOOTING GRADE WASH 1 _4 O 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE ° a o O RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE /// / / / / / / i EXP. LIGHT DUTY ASPHALT PAVEMENT SECTION = V/V/V/V/ V/V/V/ 0 0 0 0 0 0 0 0 o JOINT � REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. ��i\//��/�� \//\�//\/�\ �� \ \ �C 5" CORE DRILL CONCRETE FOR No Scale 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF V//\ V/\�/\ V�j /\�/\�/A 1/8" HANDRAIL POST, EMBED HANDRAIL A _ I O /� /�/// WASH MINIMUM OF 6" BELOW FINISHED R-/a CONTROL JOINT SPACED Ice CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM ANCHOR WITH 5/8" REBAR ,// / THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS IMBEDDED 24" IN GROUND; 3.5' I°I GRADE AND GROUT TO THE FULL 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 ° DEPTH OF EMBEDMENT (TYP.) 1 ® Q L 8" 5" # 57 STONE OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. i #3 REBAR (12" O.C.) NOTES: °-�1-° e 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 �� 1. FINE BROOM FINISH ALL STAIRS. /a a PREMOLDED EXPANSION FILLER r/ PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. u° ° 1'-0" 9 (2) #5 REBARS, BOTTOM CONTINUOUS, 2 RAIL N BOTH SIDES F STEPS ° ° ® • W 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL LAP 2'-2" AT SPLICES O O S S O S S a ° a �..� FACILITIES AS DEEMED NECESSARY. 3" PER PLAN a ® _ 3. SEE PLAN FOR RISER HEIGHT • V 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 Q GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 3„ BETWEEN STAIR POST TO BE 6'. ADD Z 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 O WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. MAINTAIN MAX. SPACING 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT a THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE CONCRETE BUMPER BLOCK EXTERIOR STAIRS ° COURSES ANCHOR WITH 5/8" REBAR No Scale IMBEDDED 24" IN GROUND ° I! 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° o 0 0 0 0 0 0 0 0 0 0 K 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 25 TOP OF CURB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONDITIONING OF THE SUBGRADE. \LOCATION (TYP.) 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN 7f ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. o 0 0 ° 3 COMPACTED SUBGRADE 4" 21-B STONE 4" 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. FACE OF THE DEPTH OF CURB MAY BE 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 EOP A MINIMUM OF 13" AND A MAXIMUM OF 19 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PAINTED CURB ° _ SURFACE " ° o;-- AND ICC/ANSI A117.1-03. PER 2% MAX. 18' 18' , 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. VDOT 4" 16 0 °°Al CONCRETE SIDEWALK JOINT DETAIL 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. f4 SPEC. PAINTED CONTINUE STONE BASE No Scale 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION STRIPE BASE PERFORMED BY THE BUILDING DEPARTMENT. (TYPICAL) VDOT A-3 CONCRETE ,D° FROM ADJACENT PAVEMENT VARIABLE WIDTH' 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 8' 1. 5'8' 8' 8' 9 I - o SECTION UNDER CURB NON -SLIP BROOM FINISH --_MAX. CROSS SLOPE 2% 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 REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. HANDICAP SPACES REGULAR SPACE 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. 7" GENERAL GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 7NS PICAL PARKING SPACE DETAILS VDOT STANDARD CG-3 CURB ' 4° 3,000 PSI AIR -ENTRAINED 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE cale No Scale CONCRETE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. �4„y 2" R COMPACTED SUBGRADE 4" TYPE 21 B STONE 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM CONC CURB AND GUTTER CLASS 3A, STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA ° NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. SIGNAGE NOTES \\ a (f c=3,000 PSI) CONCRETE ACCORDANCE WITH VDOT STANDARDS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. N u 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 1":1' o 0 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: \ a NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 13" \/ ° N 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. ° a a a 7" CONCRETE SIDEWALK PAVEMENT SECTION Q Q LID 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. COMPACTED \� a (!) > D. THE 2000 INTERNATIONAL FIRE CODE. a No Scale PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. SUBGRADE \ a a - .� a�Cz (6 � 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ° ° a 2" ASPHALTIC CONCRETE SURFACE > rn E ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH \ o 0 0�\\00 COURSE - SM-9.5A o N N E 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 o o o o\O ��\�� CONTINUE 21 B STONE m N - BM25.OA o coi\ � 3" INTERMEDIATE BASE COURSE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING ABOVE. 4" MIN. ao �\\ao oo ��\ \V o BASE FROM ADJACENT W L EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL o O O O O O O W � 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO PAVEMENT SECTION T U � BE MADE IMMEDIATELY. ,A UNDER CURB o 0 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,-O" o �� 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 o 0 0 0 0 0 0 G OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. U-j G 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. SOLID WHITE LINE 24" VDOT STANDARD CG-6 CURB & GUTTER 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. (TYP.) No Scale o/ 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF STO \ COMPACTED SUBGRADE 7:00AM TO 9:00PM. 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 12' 4" DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Q DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. (TYP.) TOP OF CURB R-2" 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER STD. Z MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF R1-1 \\\\\\\ a HEAVY DUTY ASPHALT PAVEMENT SECTION Q 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 5 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE HIGH INTENSITY SHEETING \/�\/�\ ` MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN NO SCALE \ \\ \\ EXPANSION JOINT WITH MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS \//�\/�\ a a PREMOLDED EXPANSION 1/4" SEALANT F TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. \ \ \ a SURFACE o FILLER, "ZIP STRIP" OR F 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE STRIPING & SIGNAGE NOTES & DETAILS ° a NON -SLIP BROOM FINISH EQUIV., SEAL WITH V WWF 6x6 W2.9xW2.9 LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 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 \\�\\� d 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 ° 10" 3,000 PSI AIR ENTRAINED PORTLAND G P #21850 EROSION CONTROL INSPECTOR. \�\�\ ° ° ° CEMENT CONCRETE 80 GAUGE SIGN FOR THE DISABLED ON 0.a VDOT A-3 CONCRETE \ \ \ \ \ \ \ 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING VA. TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET ALUMINUM. COLORS: GREEN BORDER & 6„ ° 6j\\\\ o \\\\\\SUBBASE> o \ o 0 0 0 0 0 0 6" TYPE 21A STONE COVER BLUE SYMBOL FOR ACCESSIBILITY, ° a STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A LEGEND, a EP/ FC/ GUTTER \�\��\\�`�\ �� U> GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE WHITE BACKGROUND.' CLEANED AND REPAIRED IMMEDIATELY. \\\j\\\��j//\\j\ COMPACTED SUBGRADE (CBR 11.2) W 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE LENGTH AS CONTINUE 21 B STONE BASE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL RESERVED RESERVED 1 SHOWN ON PLAN 1 FROM ADJACENT PAVEMENT � E Llj INSPECTOR. PARKING PARKING SECTION UNDER CURB DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS O E 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 CURB CUT 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 PENALTY PmTY z 23'-0" 1 x 4 CAP Ol/ER � p 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, $M-$500m $1W-$5WR�E DOORS ONLY EXISTING PAVEMENT PROPOSED PAVEMENT U) rn A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT TOW AWAYZOW TOW AWAYZOPE 6" HASP z � ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE / I x 6 N PERMIT SHALL GOVERN. SIDING SAWCUT THROUGH MATCH EX. CROSS Q 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' I x 6 U EX. SURFACE w SLOPE UNLESS OTHERWISE p 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 6' ABOVE ACCESSIBLE U ABOVE BOLLARD (TYP.) TRIMMER X COURSE w SPECIFIED ON PLANS 0 1 1 FINISHED FINISHED PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. GRADE GRADE 11 w & REMOVE Q J D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. CONC. 4 x 4 METAL POST (TYP.) I x 6 CAP PAVEMENT 2' MIN. PROPOSED D 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR PAD SURFACE BETTER ARE TO BE ACHIEVED. 6 x 6 METAL POSTS SPACES SHALL BE IDENTIFIED BY ABOVE GRADE + 2" 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 _ COURSE u^) DIO= DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. HINGE L� O DISABLED PERSONS. PROVIDE ONE (1) R-7-8 � EXISTING J c� U 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SIGN AT EACH PARKING SPACE INDICATED ON PAVEMENT U) 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED a Q Q 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION WHITE) WITH GREEN LETTERS AND Z Q INDUSTRY (29 CFR PART 1926). INTERNATIONAL WHEELCHAIR SYMBOL. SIGN MILL EX. SHALL BE PLACED ON STEEL POST 1-1/2" O SURFACE COURSE w W ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 71.5' (TYP.) 7 SAWCUT EX. BASE COURSE 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 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 12" CANE BOL TS NOTE: PROPOSED PAVEMENT MUST TIE "v U3 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 2 x 6 RAIL OTHERWISE NOTED ��//�� C 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT (TYP.) ON PLAN IN WITH EXISTING PAVEMENT vJ FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM OUTSIDE ELEVATION 3 SIDES OUTSIDE GA TE VIEW LIB C./3 O THE COUNTY EROSION CONTROL INSPECTOR. 1 x 6 TRIMMERU BLASTING NOTES ADA PARKING SIGNS 3'-0" 5'-0' 5'-0" 1 x 6 CAP 1 x 4 CAP O O o0 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. No Scale I x 6 SIDING 1 x 6 CAP PAVEMENT REPLACEMENT JOINT DETAIL z CU ono No Scale U> SITE PLAN LEGEND DATE DESCRIPTION GRADING 3,-O„ 7 x 6 TRIMMER 114 SAG ROD 10/3/19 DD SET 101 WATER TC = TOP OF CURB WITH TURNBUCKLE 11/12/19 CD PRICING EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID 3' STORM PIPE TW = TOP OF WALL (NEENAH R-1975 OR EQUIVALENT) 2 X 4 100 BW = BOTTOM OF WALL 7- 3" CONCRETE COLLAR CROSS BRACE STORM MANHOLE p B 100 TS = TOP OF STAIRS CONC. B BS -BOTTOM OF STAIRS --- CRUSHED STONE BEDDING J 2 x 4 RAILS 2 x 4 6„ ' DROP INLET &STRUCTURE N0. FC = FACE OF CURB STONE FRAME 6" DI CLEANOUT EP/ FC CURB EP = EDGE OF PAVEMENT CURB & GUTTER EX. = EXISTING 3'-0" = CONC. 'OR AS SHOWN ON PLAN LIMITS OF DISTURBANCE APPROX. = APPROXIMATELY PLUG AT END WHEN NOT ALONG SIDEWALK X FENCE OF LINE INSIDE ELEVA TION 3 SIDES XXX MAJOR CONTOUR \ �- 12 ° 3" CASTER WHEELS XXX MINOR CONTOUR NOTE: ALL LUMBER SHALL � � ■ O POST ELEVATION BE PRESSURE TREATED INSIDE GATE VIEW TC 725.94 12/20/19 PROPOSED SPOT ELEVATION A O PARKING COUNT CLSEANOUT DETAIL DUMPSTER PAD & ENCLOSURE DETAIL CURB WIPE DOWN DETAIL No No Scale No Scale GRIMM AND PARKER, P.C. 2014 A 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 © GRIMM AND PARKER, P.C. 2014 M L K J H G E X C 0 17 16 15 14 13 12 4" MIN C 6" MIN 10� 91 8 71 6 i fix: 111'1-111111%1 11 4; • �jljlj�j jljljlj� j1j�j4 WAN 111,1'11111 kId VA It ljljlj�j4j4 r"44' 1111'1111�111'1 h� �1111111.j�1111111111111 111'hi ••�• •• •. 1111'1111111 j111 11111111111.1 114 • 111F1111111 11t1, • ___ 11111111�111111111111�1 111� - . • ®�� a •, . �11111'111111111�1�' 114 1111� • • • • e 1111I1111 �1'1 P11�1 111-Ib1111d-11 1 �1111�1��111111h1�h1 i 1�1'1 /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 -EQUALLY SPACED ON AN "E" DIA. B.C. LOCKABLE ACCESS I DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING i SEE NOTE 1 r\ STEEL BARS i" LG. IOLTS )SHERS AND NG NUTS. PLACES -EQUALLY AN "E" DIA. B.C. z o z U FCIRCULAR STORMWATE E RISER I.D. _ I MANAGEMEN RISER O.D. DRAINAGE im STRUCTURE RISER DIMENSION APPROX. I.D. O.D. A B C D E WT. (LBS.) 24 30 31 28% 7 11 27 24 36 44 45 41/2 13 19 40 58 48 58 59 54 2 13 21 53 86 60 72 73 67 2 17 28 66 135 72 86 87 80 /e 23 35 79 204 84 100 101 931/4 25 39 92 266 96 114 115 1061/4 1 22 38 105 305 SWM-DR LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 r / r TYP. AR I 6" SQ. MAX. I STORMWATER MANAGEMENT I RISER I.D. I DRAINAGE rE �1 STRUCTURE RISER O.D. I r RISER DIMENSION APPROX. WT. (LBS.) I.D. O.D. A B C D E SEGMENT 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 192 49 1 290 96 114 107 12 22 36 1105 56 1 341 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 STORMWATER MANAGEMENT DETAILS TRASH RACK �VDOT REFERENCE F 0 R SWIM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.07 DRAIN BASIN NON TRAFFIC INSTALLATION 11 I� Qnr\FiLL IVIMi �nvML 01 inLL oL RUSHED STQNE QR QTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN 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. 5 4 3I 2I CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO B, THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 101 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1/2". N' i 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS i iVTi�T i iyi ii ii i ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. \ \�\ \�i�w� \r%%� ni xT�� 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER �l AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 121 MAX ..eaaxaa;aape CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE 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 AND USED BY PEDESTRIANS./�jiji\ti�\i�\ii�i 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT �� 1� 2 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND v THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX, y -III=III=III=III=III=11 PERPENDICULAR TO THE CURB. 5' MIN X X X �4 II-III=III=1IL==III=III=III=III-III-III-1 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT =III=III=III=III=III=IIIIIIIIIIIIILI III=III=III=III=III=III=III= - � 0 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK III=III-III=III=III=III=III=1111111= TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN =III=11 = - AT 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT X X ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME o 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O 11 1-)O O 1.)z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s. a LANDING RAMP + o y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O 50X-65X OF BASE DIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB �I 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. r BASE PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XV DOT C G -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS DI-3A, 3B, 3C EXPANSION KEYED FYPANCI(lN _IfiINT 3'-10" FOR DETAILS OF INLET JOINT CONST. BARS D S' APPROACH FRAME & COVER BACK OF SIDEWALK Y JOINT GUTTER SEE STANDARD IC-2. i� BAR G WARPED 4" 4" 2" wo co GUTTER 2 BARS C 6"6"6" BARS B `+' BAR C 2„ I SUBBASE ARS F� Q - -_ -_ -_ HARDWARE �1 I z + BARS F CLOTH I WEEP HOLE. o w w SEE NOTE E .o x w STEPS.'SE II II BAR F L BAR A NOTE 5 II��II BARS D GUTTER FACE OF CURB 8.. 2,-8„ IL CZ RACK CONTROL JOINT CRACK CONTROL JOINT 4'-0" PLAN 3 ° SECTION A -A 6' MIN. �A 10' MAX. KEYED CONST. JOINT L-VARIABLE - MAX. 20' 2'-10" 2" WARPED GUTTER 18„ 2,_6„ B 8„ 3,_0„ X 2" APPROACH iv TARS A GUTTER N � � F - T„ ----�-- BARS F BARS E L� B N 00 *3" DIAMETER BARS E D BARS B WEEP HOLE FRONT ELEVATION 8" 1' 8" 8" - - - - - (GUTTER REMOVED) BARS F 3'-0„ 8" g" 5XI/4" BENT PLATE \ SECTION B-B " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. r/4 L2%2"X2'/2"XI/4" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B 1/2" 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 L DI-3B L DI-3C L WARPED PAVEMENT I ---- FLOW -- _ - _- FLOW I FLOW 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL N.VDOT STANDARD CURB DROP INLET REFERENCE SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET i OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. CONCRETE COLLAR TO BE LOCATED 6" BELOW GRADE IN GRASS OR BIO-RETENTION AREAS. 18" MIN WIDTH GUIDELINE L' tip. SHUWkTLR I .Ic :,, 04020 +! E 51 M 0 ® II-_ L •uj • W • Z • O Q • • � Z O vww . / ce 0:) K H L Q) N Y Q m i 170 C L � rn E N E U) O d 03 N p c'7 LU ` I C'4cnUF� w G 0 Z F GP #21850 8" MIN THICKNESS GUIDELINE C/3 MINIMUM PIPE BURIAL z DEPTH PER PIPE 1 1 1 (3) VARIABLE INVERT HEIGHTS MANUFACTURER r AVAILABLE (ACCORDING TO RECOMMENDATION 1 1 1 PLANS/TAKE OFF) (MIN. MANUFACTURING (5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR REQ. SAME AS MIN. SUMP) ANGLES VARIABLE 0" -360' GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE O E DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDING TO PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH z ACCORDING TO PLANS Q (6" MIN. ON 8" - 24", 10" MIN. ON 30" Cr (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 8" 24" BASED ON MANUFACTURING REQ.) 4" - 30" FOR CORRUGATED HDPE i 6" MIN ON 30" R:zj (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), �- Q PVC DWV (EX: SCH 40), PVC C9001C905, ti CORRUGATED & RIBBED PVC WATERTIGHTJOINT i THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER Q l 1 1 � (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, J -� 8" - 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE O O C f3 D PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. v, OU 1- 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 20" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. < 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE Q USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. '- Q 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN z O DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. VERONA 1 1 I 1 1 1 C Q/ THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO DRAWN BY EBC MATERIAL 3130 AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT ASTM D3212 FOR CORRUGATED HDPE N-12/HANCOR DUAL WALL), BUFORD, GA 30518 PHN 932-2443 Q C l I 1 (ADS 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 (770) N�7to last FAX (770) 932-2490 1 1 1 1 � 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. REVISED BY NMH PROJECT NO.INAME J ..,10plast-us.com 06 1 1 1 J REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6- 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11.16 DRAIN BASIN WITH STANDARD GRATE V-J v� 7- 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN QUICK SPEC INSTALLATION DETAIL rn v ) PERMISSION FROM NYLOPLAST. ©201i NnOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110.144 REV H uj O Cf3 OO ao 6' LENGTH Z ti 0.5' FROM EP 5" DATE DESCRIPTION 10/3/19 DD SET 11/12/19 CD PRICING ANCHOR WITH 5/8" RCDmr[ IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 17 16 15 14 13 12 10 E 7 l�J 5 PRECAST CONCRETE WHEEL STOP No Scale 2 C1.1 12/20/19 © GRIMM AND PARKER, P.C. 2014 A 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ©GRIMM AND PARKER, P.C. 2014 \ \ \ 3' SHRUBS (1-1212 'T'r-396-----\\�\\ REMOVE AND REPLACE SIGN.RELOCATE PER LAYOUT PLAN. ' ' iREMOVE 1�.H{}1:4iTLRSD/PdLETW/GRATE----------,o,040 0 7E51TOP=392.90' � / ' /-_- 0/19 INV. IN= 390.05' 15" ROP_3g3 INV. OUT= 390.05'24" RCP M REMOVE \ / g 3 q SO OUTLET W/ FES \ � \ , / / / ' /3, 001 �\ \\ \ 4„RCP \�� 0� ,�\ / / \ I \ INV= 389.69' �g3 " DEC DEC _ / REMOVE \ \ STORM PIPE \\ //'' /' �� / ' \ \ \ \ ` O 395 2 EC ; ,o --- \ \ \\\\\\ - / ' - ' - ' oG TMP 130-25R / \ \ \ \\\\ \\\ � � ' � r' �'A ' 3 SHRC/BS /' 6 CEDAR / o � � � \ CALVARY BAPTIST CHURCH OF SICOTTSVILLF \ \ \\\\\\\\�\��\ \%24"D6C �� ' c' ' R 4 1� \ \ ` \ • _ L 100DB. 768 PG. 335 VE AND REPLACE SIGN DB. 1007, PG. 122 (PLAT) / \ ` \ I\ \ \\\\\\\�\\\\ REMOVE I / _ �� SA LOCATION. / , ` \ \ ,� ® W \\\\\\\�\\\\ -SD OUTLET W/ SCOU 2" DEC / � � \ � G o (� ` \ � -lNt/� 390. 38' Lu SAWCUT AND REMOVE 1 �_- / / _ _ - - _ _ \ \ \ ® _ a REMOVE STORM ��\ \ \ 1 ' OF ASPHALT TO MATCH _ _ _ - - / , - ' _ ' - _ _ ` ` \ ` ` • V 1�PE\I&`END SECTION I "' M PAVEMENT SHOWN ON C4.0. _ _ _ _ - ' V'� w-- - w ` \ `�� O Q Svvti FACILITY / I ' °' I REMOVE - - / / w w-o - - ` \ • M LIGHT FIXTURE 24' Gt / \ \ \ \ �`z \1.4 REMOVE c l IRE I O EI 1 26 DEP _ _ 1REMOVE INLET TOP P / , 3' `� / ' SD CURB INLET !W% MHD _ - - _ - - i \ GAf3I(�N , � /Rl/ RAP 1 S\ _ -404' \ \\ �\\ �\\ � \ \ �\\ ; \\\\\\\\\ I I 1 I I I BASKETS �% / TOP=404.36'- I I / / INVrIIN= 396.60 18 RCP I I I I TOP= 391.5+ I / / / � � \\\\\\\\\\ I I I I 1 1 LIMITS OF n,00 _ INV. OUT= 94.67 18 RCP _ 26"DEC _ \ ` \ = K REMOVE _ - - - A0 bib UTLET W/FES, '\ \\\\\\\\\\ I 1 // - �c / WATERLINE 24';L�EC - - - - 5 „ / I \ \ REMOVE STORM' ' _ a 6 DEC \24'RCP �0 SD OUTLET W/ FES / / � i - \ \\\\\\\\\\ I I I I \ \ \ ' / � \ � REMOVAL PIPE � _ � ' , i � \ R \\\\\\\\\\ \ I I I \\ 24"RCP / i\\ i , / _ - , _ -406 - - _ - TOP= 4'6U.34 I I I \ \ 401 �/ I INV= 392.93' SD CURB INLET W,,-MHD FLAGPOLE � � TOP=404.10' / _ _ � � � \ � � . • INV. IN= 398.36' 15" RCP 2' INV. OUT- �98.22 18 RCP REOIVE / \ \ SIQN/------------- I I I �I / SD CURB INLET W HD \ \ TOP=405.86' \ \ YJV= 400.54' 15"RCP \ \ \ ° \\\\\\\\\ \\\\\\\\\\\\\ \\ i i INV OJT= 400.38' 15" RCF� \ \ \\\\\\\\\\\\\\\��\\\�\\ h / / I' \ oo. o \ 1 J J \\\ \\\\ 80 CLEAR AND GRUB 1 M \ice\\\\\\\\�\ �• � I I / ASPHAL T PARKING LOT I i \ 1 I \ \\\\\\\\ WOODED AREA 1 \\\\\\\\\ \�\\\\\k\\ \� 1 / / I I I I \ l \ w I REMOVE � \\ \ 1 / I I 0� 29 + 2 HC I I � \ \ � o STORM PIPE / I I \ \ \ \ \ �' PARKING SPACES SD CURB INLET W/MHD I I \ \ o v BCD; / II \ \ \ REMOVE \ \ \\ \ 2' DEC , �� I - - TOP=405.85' I I I o V �� \ V A REMOVE DUMPSTER - - - ' - - _ S('INLET W/GRATE \ \ \ q / INV. OUT= 401.75' 15"RCP I 1 N \ \ ✓ II / TOP=396.91, v v v v v - �2� ��'p� I \\\\\\\\ ENCLOSURE PAD ' /�N�/ lN= 394.11 1�P II A\\\\\\V AND BOLLARDS. /CUIDEWALK �5' I I �� INV. OUT= 393r7-r24" RCP / � \ \ \ � I I > \ I \\\\\\\\ REMOVE/AT �� "'`REST JOINT I \ A V \ i I \ \\\\\\ \ LIGHT FIXTURE 1 / � gg- � ' / > \ \ `� - - / I I � � `J I I I 406- 40w I , , - ' / / SD CURB INLET W/MHD LSA r = I TOP 406.36 LSA / -0 1 \ H H oM \\\\\\\ \_ - _ - - - ' ' ' ' \ \ I I I INV. 1N=399.92' 15" RCP - - Z % - - - - - 6„DEC / / I $ 11 1 ®I WELL I N E \\\\\\\\ SHED \\\\\\\\ SVED ' 1 / � 40 - I INV. OUT- 399.85' 15"RCP � - � - - -� - - - - - _ _ _ _ 1 / I I � O Z \\\\\\\\ - - 1 \\\\\\\\ CONCRETE PAD J / _ 40 1' 2"I DEC I I / I I 1 1 I I � N / I I I l `i as' I g I \ 1 I I I\ � Q I \\\\\\\ ' - _ _ - - / ' 10" DEC % - \ / \ 1 TMR 130-t25P 1 1 I > co co � 'x 12 / 402' 16'�C I I \ 9"DEC / \ I „WELL L(�T"1 \ c I \\\\\\\\ Lo (1 'x 12) REMOVE LIGHT 3- ' _ _ / /' I I i I 1 .1: = U) I DB. 3665, PG. 2 5 LA I \\\\\\\ I , 40 _ _ � / I I - i MAILBOX � � t� (�P �) FIXTURE / _ - - ' - - 7 > � E _ 40 .406 - SDJNEEirVWTH GRATE I I_ I I 1 I E 40 1 I I cn N _ TOP=408�4� r I l 1 co REMOVE EXf8fING - - INV. IN=403.99' 12"STEEL I 1 I co No - - - - - - - \ I I co /qo \ ASPHALT - - _ I \ - 2„ DEC I I I I co WATERLINE � 405 � _ -407 - - - - NV. 1N=400.75'4"PVC U � '�c \ \ I I I ca - INV. OUT=400.65' 15" RCP ,Q \ \ I I I N U D 8"IDEC/- - - - -- 408 - - - - - - - - - - - -FROMBLD) II oNJ \ �\ \ I \ I I I I T I\ \ RELOCATE EXISTING I l l /l r I I' 40� I \ I I I I G SHEDS. CONTRACTOR TO - - - - -- I I 8„DEC- - 2 �4"CNFR I I 2' I - - � - � - - / - � -I I I 1 0 00, f °� I. I n o G / � \ COORDINATE WITH OWNER / COl1VC. � � l - 409- --9'��'NYOPLAST - «J (� \ I I DOG OD - - - � � / , �'' rt I ,, 5 \ I RAD j ® X DOOR97 �C\ \ / _ _ - - _ ` -- --- / _ - - - .. - I I S8 °5J'46IW W GRATE, BODED SHUT - - 0 1 I I 05 TOP= 409.0V \ I \ I I I 13 I OLD WELL. CONTRACTOR SHALL COORDINATE /I COJ' . WITH HEALTH DEPARTMENT TO ENSURE WELL (2)3'OBL. DOORS - 42 DEC _� -1 - - -- LSA 8"ROLL`' I I I I I PADS HAS BEEN CLOSED IN ACCORDANCE WITH _ I I 12VAC5-630-450 AND GRADE CAN BE LOWERED FFE=410.03' _ _ _ \\ VBRICK I J> 1 0 REMOVE SIGN FALL \ HANDRAILS- BUILDING.I I I AS NECESSARY FOR GRADING AND PROPOSED � _ � � - IF WELL HAS NOT BEEN CLOSED PER - / _ / \ ROSE\ ` \ CONTRACTOR TO REMOVE AND I 1 I I I Z ' \ REMOVE _ -- - - / 12VAC5-630-450 CONTRACTOR SHALL PERMIT O I� CONC. BUSHES \ THROUGH HEALTH DEPARTMENT AND HAVE A I W/ROCK DISPOSE OF MOBILE CLASSROOMS AND I I, a wdoD Posr -- � _ / REMOVE WOOD � � \ I I / - - - POSTS TYP 3'DOOR -\ _ ALL ASSOCIATED FOUNDATIONS, I WOODEN RAMP _ / "' ( ) LICENSED WELL DRILLER CLOSE WELL PRIOR TO ti - ARMOR � / \ - Y = I UTILITIES, DECKS AND RAMPS, FLOWER I I 1 WOODEN RAMP CREMOVE ) ANY LAND DISTURBANCE. HEATPUMP I \ / I � TMP 130-25P TOP DOCK v I o \\ BEDS, ETC. DURING THE SUMMER OF \Q 404 REMOVE Icy 3'DBL. DOORS OUNTYOFABLEMARLESCHOOL BOARD ELEV=409.97' 2021. REMOVE POWER SEWER AND / / I I MOB; LASSROOM REMOVE _ - ' FFE=405.97' 3 DOOR F � ,T4. � ', DB. 523, PG. 620 WATER BACK/TO NEAREST FEED, I (38'x23) MOBILE CLASSROOM / MANHOLE, OR CONNECTION AND 'T-3' ® PROPERTYADDRESS: 7868 SCOTTSVILLE ROAD (2) 3'DBL. DOORS Z o DISCONNECTtAND PLUG OR CAP AS/ / (38'x 23) FFE=410.05 - p 4 / I t REMOVE' NECESSARY. ONCE CLASSROOMS ARE SHED WOOD POST\ HVAC/AIR I U REMOVED CONTRACTOR SHALL - J 16' x 12, WICHAIN TRANSFER UNIT / O / 2 1 Q C� I v ( ) ON CONC. PAD GP L I V V O REMOVE REMOVE ALL FOUNDATIONS / / O _ REMOVE CHILLER - (2) 3'DBL. DOORS , COMPLETELY AND GRADE GRADE AREA t- (2) I l l l cos\ AND PRESERVE I FFE=410.01' - TO HAVE EVEN CONSISTENT SLOPE L � 1 LEVEL BRICK 3 DBL. DC ' AND PAD. X DOOR TOPSOIL AREA AND STABILIZE. CONTRA R TO REMOVE AND REMOVE UNDER SCHOOL FACILITY _ DISPOSE OF MOBILE CLASSROOMS / FFE=411.73 \ \ GROUND Of EXISTING TANK TO REMAIN AND ALL ASSOCIATED FOUNDATIONS, RELOCATE EXISTING i TANK REMOVE \\ REMOVE UTILITIE DES AND RAMPS, SHEDS. CONTRACTOR TO - - - FLOWERS, ETC. DURING THE COORDINATE WITH OWNER' REMOVE x Q 1 �- 3 DOOR X DOOR 1 SSTEPS FFE=410.05' 3' DDOR �ri/vi� SCAPE MOBILE 1 W/HANDRA/,L / l TIMBER WALL CLASSROOM SUMMER OF 2020. REMOVE POWER, p6 L=g ` - - _ _ E EC. CABINET 3' DOOR 3' DOOR E SEWER AND WATER BACK TO CONTRACTOR TO REMOVE THE EXISTING REMOVE , NEA ST FEED, MANHOLE, OR UNDERGROUND STORMS TANK AND PIPING IN /' GENERATOR REMOVE (44'x23) ACCORDANCE WITH; TITLE 9 ENVIRONMENTAL OF_ (3.4'x7.6) i REMOVAL OF MOBILE X DOOR CONNECTI AN DISCONNECT AND ( - I 3 DOOR v9 VIRGINIA ADMINISTRATIVE CO, AGENCY 25 _ � � � X I � 3' DOOR CLASSROOMS AND FFE=409.99' 3 DOOR PLUG OR CAP AS NECESSARY. REMOVE FFE=411.66' 1 DEPARTMENT OF ENVIRONMENTAL QUALITY),� .Q , 1 EXT CONC. ASSOCIATED SITE WORK SHALL / - CONTRACTOR SHALL REMOVE ALL _ ( V CHAIN -LINK / SAW CUT WALL VERTICALLY. BEAM Q p FOUNDATIONS COMPLETELY. ( ), / COMMENCE SUMMER OF 2021. c� CHAPTER 580 UNDERGROUND STORAGE TANKS FENCE7H�f'- - _ - - i REMOVE SECTION TO THE I J J I Z / ' SECTION 320 (PERMANENT CLOSURE AND- - _ _ _ � � REMOVE � � I WEST AND PRESERVE I HS � Q \ CHANGES -IN SERVIC-E)- NII),ALL OTHER STATE AND - - SEWER PUMP' _ _ -408 J I SECTION TO THE EAST. , I TOP=40 .16' 1 X DOOR FEDERAL REQUIREMENTS: CONTRACTOR TO TOP= 40740', ' \ EXT. CONC. I LANDSCAPE INV. 1N=403.78' 8" PVC (FROM LD) > / FFE=409.66' J _ PROVIDE A COPY PERMITS TO OWNER BEFORE - \ BEAM TIMBER FRAME LANDSCAPE INV. 1N=404.44'4"PVC TRAIL R l / � k ` INV. - 404.4 \ - (0.5' w) ( ) O cv BEGINNING WORK. REMOVE - 409 - - - - _ 'G . - - / -- FRAME INV. OUT=40 62' Il / _ _ _ MOBILE X_ REMOVE FENCE (0.5' w) / Q I REMOVE IN COORDINATION 15"DEC _ X DOOR CLASSROOM / 0 WITH NEW PUMP BE,TM ONC, FFE=409.93' T-2 Q p l / REMOV - wOoo INSTALLATION. - - - _- - 6"SAN I _ ® EXT. CONC. / Q (38 x23) Q I O D REMOVE CHAINLINK FENCE CHAIN LINK J ��- ^\� - ' Gc ® - 409' % _ _ -6 = 4D9- - _ BEAM APP OXIMATE LOCATION OF TO CORNER OF BALLFIELD FENCE(HT=6) o\ _ \ - 6"SAN EXIS NG MANHOLE 14 CNFR '� - - - - \ `� REMOVE WOOD - - - 7 7 = 411------_ REMOVE , _ BENCH--_=c/G ___ -' �I �� / / I Z U 0 I CHAIN LINK \ _ _ - _ P� _ _ _ _ - - _ _ _ sy2 (2)3'DBL. / / COORDINATE REMOVAL OF POLE U _ FE1VCf (SIT=B L _ i - - I - _ DOORS d C!J k/ 20"DEC POSSIBLE ELEC. CAB/ ET/ LANDSCAPE /� � AND POWER LINE WITH AJTILITY / \ REMOVE - \ _ MHS - �, I / �'fIMBER WALL / OWNERAF NO LONGER IN USE I Q p I _ _ _ _ UTILITY TRENCH \ i / 510 / u rvi"I'U-Li V'ri _ T6P=409.09' - SCAR i / kp1' AFTE PR_gJEOT. IF POLE HAS Q FENCV(HT=12)/ (FROM PUMP) 8"D,�G \ - UGP-__ _ 3' DOOR / / I LIGHT�ONA KEEP POWER POLE 7 z 0 / / \ UGP UGP- 3 DOOR I Z W \ / \ (FROMBLD) _ P� / �� / / ANDAIGHT / / / UT=405.79' / - - - - - _ \ \ \ \ O _ a0 s _ / UGC/ j / SHE l � / BALL FIELD cA /� / ;� yp / / o W REMO"VE _ l / 1 � o l ELECTRIC EQUIP. \. - UGP / / / I / _ 11 1 1 1 U3 C REMOVE WOOD / ® s-IIQOUNTED TO WOOD / -- - UGP - - / / / Oyp / \ J C I REMOVE I BENCH 1 / REMOVE t POSTS V __ 5 s � - _ 411' W/J ,rti,v�iiAlL lJl i GHFRS' �\ �c o Z ' / ,. � P / / / / / / oy,0 � U> I MOUND O U I / / r/ / ■f� /� �� / / �� I I REMOVE I W - REMOVE SWINGSEr, / / / _ W O �� I CHAIN -LINK m / ^ DECK y / G - / / / / G� / 1 FENCE(HT=8) / A I REMOVE CANOPY AND �`'P / / / / / / gyp 0 U o0 I / 1 ALL FOUNDATIONS. UGP MHS / / / l / MOBILE \ J / h / DATE DESCRIPTION I / I / � ' TOP=408.0 � / / / l / CLASSROOM ,\\ i INV. 1N=403.97 6 PVC (0) p� / MOBILE CLASSROOMS WILL BE REMOVED EY �A '� / ' INV. 1N=403.23'8"PVG(NE) / / / 10/3/19 DD SET OWNER DURING SUMMER OF 2021. /' \ CANOPY / INV. O6T=402.76'(T1d TANK) 1 11/12/19 CD PRICING / \ CONTRACTOR SHALL SALVAGE OUTDOOR DECK, \ ® �Q / \ I Q MH$ STAIRS, RAMPS, HANDRAILS, AND RETURN TO / / / SAWCUT 1' P�' � I � TOP=407.69' / OWNER. CONTRACTOR SHALL REMOVE POWER, �� I S l/dV. CENTER�J97.29' i LEGEND: p B _ I SEWER AND WATER BACK TO NEAREST FEED, I / B / I I REMOVE I cA I, I / / / I MANHOLE, OR CONNECTION AND DISCONNECT I I / MHS / / co AND PLUG OR CAP AS NECESSARY. ONCE I ` // / I I // TOP=407(61' / /' REMOVE HARDSCAPE 0 CLASSROOMS ARE REMOVED CONTRACTOR / ' INV. CENTER=397.�' poi ' ® &GRAVEL z _ - SHALL REMOVE ALL FOUNDATIONS ` " "� COL3lfi1N (TYP) I / � COMPLETELY AND INSTALL PROPOSED PLAY ` I / yCLEAR AND GRUB AREA AND SIDEWALKS. / / 6 DEC ` I / / / / / WOODED AREA ' SAN/T KY GRINDER PWP SCALE 1 "=20' TOP--409.08' / / REMOVE TREE 8"DEC ASPHALT \ 1 / / PLASTIC / / / ' / 0 20' 40' COURT I / RETAINER / / / /COCKED SHUT / / / - - - - 1 - 1 - SAW CUT CURB SIDEWALK C2. / OR ASPHALT (SIDEWALKS 12/20/19 AND CURB TO BE CUT AT NEAREST JOINT) n GRIMM AND PARKER, P.C. 2014 18 17 16 15 14 13 12 11 10 91 8 1 71 6 5 4 3 2 1 18� 17� 16� 15 14� 13 12� 11 ©GRIMM AND PARKER, P.C. 2014 10� 9� 8 7 6� 5� 4� 3 2� 1 M L 10 J G F E X C 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 AND EAST SIDE. THE WEST SIDE IS BORDERED BY A CHURCH. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY THE LOCATION OF SCOTTSVILLE 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 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 INSPECTION 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 TREES FROM MECHANICAL AND OTHER INJUSRY DURING LAND 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 CAN 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. UNDERDRAINS AND INFILTRATION TRENCH SHALL BE EXCAVATED TO FINAL DEPTH AND CONSTRUCTED ONLY AFTER ALL AREAS DRAINING TO THEM HAVE BEEN STABILIZED. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND 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 DISTURBING 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) GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: 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 GROUP: B 84B - TOTIER SILT LOAM, 2 TO 7 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B MINIMUM STANDARDS: 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. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: OF ALBEMARLE J(e,�-4COUNTY Department of CommLinity Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities that the is It . reference Water Protection Ordinance 17-422 � ) preferable construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. 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. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g p g � g 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 for alterations from the design. 6. Plants location and type. 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. 701. 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DC DUST CONTROL 3.39 1 I A �,g9 _ _ - _ _ - -404 TP ►' 1 II I I / / / �' \AREAS STEEPER THAN 3:1 TO BE 3.36I / O STABILIZED WITH STABILIZATION SF �1 I / � � �00 r `�-' �-_-�6"DEC �� / � � � BLANKET K 1 I I O I/- O 5 K 24 ;OEC , , - - - _ - A0 Sib OUTLET W/ FES� 6"DEC 24" RCP -406- _ _ - \ T P= �1.34' * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER SAF �1 / SD CURB INLET lty�MHD _ - - - [� FLAGPOLE 41P18g �� ' / C E / TOP=404.10'CIJ'b \ I I \ 3 // /�� / / / INV. IN= 398.36 15 RCP \ I \ J / \ ' INV. OUT=\ 98.22' 18" RCP \ v � 1 / / - 02 IPA DC 1 L / ,� / _ / �� , ♦ I , / SO CURB INLET W/`l4QHD v TOP=405.86 \ \ \ \ \ ® I 0 1 CONTRACTOR PR IDE �' ' # ♦ / - ' ' I I -= 400.54' 15" RCP \ \ \N80°5 '46"E� \ \ M U M '� PAVED WAS A WITH IP �\ I - ' � I I lNV OJT= 400.38' 15"RCF� , \ _ _ _ _ _ _- / ASPHALT PARKING LOT I I V v v% v v 100. \ 11 WATER SOU E - R STONE \ 1 1 / / / I I 0� 29 +2 HC I I \ w I I \ CONSTRUC ENTRANCE \ \ \ I I PARKING SPACES SD CURB INLETJr/MHD I I \ \ \ \ W R II v v 1v 2 DEC 9� / \ o TOPS405.85 I I \ o \ INV. OUT= 401.75' "RCPCD �p - �p�I I $- v v \ V A 403' I \ \ _ - - ' J I - / SD CURB INLET W/MHD LSA / \ \____ SAF 411� \ - \ - / / I I TOP-406.36 LSA 1 \ / S - _ _ _ - - - _ _ 6"DEC / �� 1 1 t � V WELL 1 E H H M o - I _ _ I INV. IN=399.92 15 RCP - CU - V SHED TS DC ?O I I \_ \ Z _ / 8 r I N 0 �\ �\ _ I INV. OUT- 399.85 15' RCP - - - - - _ _ >\ M \ (12'x 16) MIN �-IED - _/ I I Q / j - F - a / o I / I I O U . , �CONCRETEPAD _ ] ^ \ _ / MU _ 401' _ - TP 2°IDEC I I / g 1 1 I I I N 1 , I 10"DEC % � DRAINAGE AREA TO a 1 +'_ - Q 404�' ' I SHED- / ` / ' ' _ 402 - DECI I ! SEDIMENT BASIN / \\ I TMR 130�25P1 1 1 > M Q II I (18'x 12) ` , \ C . - ' _ �� I I A DEC / \ I "WELL LPT"I 1 6 I L TYPE : - 403' _ _ _ _ - - I I - - MAILBOX / I DB! 3665, PG. 205 (,('LA r) 1 / 3�.1 404- SL7JNEE-rVWTELGRATE I I _ I 407 / - - - - - / / I II I I I I I O N N E \.1 E \ ------ \ �� / / / / - _ _ _ - - - - - / , TOP=408�4� \ rI \ I I , ...... .. .. , / I I I U) NO p q q co \ \ / / / 405 07 - - - - ' INV. LLI NV. 1N3400.75'4"PVC .99'12" STEEL\ U _ c0�c \ \ ASPHALT i - - - I r� \ 2'�DEC I I II I I �t . \ ASPHALT PARKING LOT / _ _ = I I - �90 = TP _ ---- \ I I N _ INV. 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DOORS COUNTY OFABLEMARLE SCHOOL BOARD ELEV= 09.9T CLASSROOMS AND ASSOCIATED / MOBILE CLASSROOM FFE=405.97' XDOOR , SITE WORK SHALL COMMENCE F I 'T-4' ASPHALT DB. 523, PG. 620 I MOB/LE CLASSROOM AFTER SCHOOL IS DISMISSED FOR r / CONC. SIDEWALK I I Il l l I (D ® / � PROPERTYADDRESS: 7868 SCOTTSVILLE ROAD `' SUMMER OF 2021. CONSTRUCTION ASPHALT ro I / (38'x23) I (38'x23) } / FFE D 0.05' DOORS SHALL NOT COMMENCE UNTIL ALL / / - / LWOOD POSr HV AlR LIMITS OF ESC MEASURES ARE INSTALLED V / / / (16 XE�� W/CHAIN \ NSFER UNIT DISTURBANCE CONSTRUCTION OF ALL I 2 D,. D % AND APPROVED. (J SF / ; / // / �p / GP #21850 CONC. ONCONC. PAD ASSOCIATED SITE WORK SHALL g 3.11 ACRES COMMENCE SUMMER OF 2021. () 3 00 J _/ II FFE-41401 (2) X DBL. DOORS 1 EL BRICK 3' DOOR ,-- SCHOOL CILITY _ GROUND OIL Z UNDER- FFE=411.73 0 I \ I I z \1 405 TANK _ L .06 - _ _ 1 I - 3 DOOR - , X DOOR \ I 5 STEPS ` �TE FFE=410.05' X DOOR LANDSCAPE MOBILE 1 W/HANDRA/,L _ / _ I t TIMBER WALL CLASSROOM TS DC - - - _ _ - / ko6 L=8' � _ _ _ _ - _ - EJ_EC. CABINET ' 3 DOOR I 3 DOOR T 9' I I l I i J E ` _` - o E 406_ - p / GENERATOR f- U O Z , (44' x 23) I 1 1 p! MU SOIL TYPE _ _ - , - _ - TS DC (3.4'x7.6) I 1 I v 3' DOOR z X DOOR - -407 - 84B/� X I 3 DOOR o FFE=409.99' FFE 40.66' MU _ S I 1 EXT. C� - O _ O god 1 / ASP l '407 _ _ CHAIN -LINK _ / BEAM FENCE7fl4) ♦ \ O - 408_ _ SEWER 'PUMP' _ _ -408 I TOP=40 .16' 1 3' DOOR ♦ _ - - - X� , - - _ _ , \ _ \ - - - _ \ TOP= 40740'� ' \ Exr. CONC. I LANDSCAPE 1N=403.78' 8" PVC (FROM LD) /> / / FFE=409.66' I Z z j = - - INV. = 404.46' \ BEAM TIMBER FAME ' LANDSCAPE IN=404.44' 4" PVC TRAIL R S F O N ♦ oTIMBER ( ) I J ♦ _ _4p9- _ - - _ 11 l \\ (.5 W) FRAME , INV. OUT=40 62' ASPHAL /l O - - 409 - - - - - - - - - I \ (0.5' W) / o MOBILE I U / I 1 CLASSROOM LL J 15 DEC _ 3' DOO � = p ♦ 6 \ - - EXT. CONC. ♦ cn � -X� ---_--_-- - -- _ - l \ BEAM FFE=409.93' 1� � T2 D / -490� wood - � '�- I - - _ _ ® xr. CONC. � P l (38 x23) Q Z � J �. --�F _ - 409" sAN - 409- - BEAM APP OXIMATELOCATIONOFI l I O D / CHAIN -LINK _ _ G ® _- 6' S,qN- / I - - _ _ _ - � 3� _ EXIS NG MANHOLE / W O U� ' FENCE (HT=6) cO� / 6"SAN 14" CNFR / x '�' / SAF -� `�X \ \�� _---- ----- __,_ �\', �I �/ _- / s - 411 - - - - -_ �`\ 9 UGP / css ' CHAIN -LINK \ �;p� i - - 1 69 - _ _ _ _ y (2) 3#bBL. LANDSCAP / Q U� FEIVC-E (-kIT=B;L - � � � / TP � � ELEC. CAB NET \ ` ` POSSIBLE D�RS I LIMBER W /� / / l �10 y� - MHS _ 12"DEG TP P _ UTILITY TRENCH \ . / / < r / , Q GHAIN-LINK \ _ T6P-409.09 SCAR FENCk(HT=12)/ \\ INV. 1N=405.89'2" C (FROM PUMP) SAF / - _UGP�,, � \ / \ INV. 1N=405.9,4"4" (FROM BLD) - - UGP UG\P� / X DOOR / / / / I / / I L LJ �'ys \ l _ / INV. UT=405.79' - - - _ - - ��PG1 O / / _ / / I - 0,,�6X � W W / � BALL FIELD/ � � ' � / � �. / I l ¢/ � , ,,�� / SHE l / � � f DRAINAGE AREA TO ` / �p �� GA oG nP / / o Z _ w SEDIMENT BASIN �++ - _ _ , - _ _ - t` \ / 0 _ _ ELECTRIC EQUIP. . / / � U1 IIQOUNTED TO WOOD . UGP- S F ; / / / / / / / oHp / / / W C POSTS / O `� 5 STEPS f I PITCHERS W/HANDRAIL O . / GP l J ONp U ' MOUND �O// U� t `� ♦ 1 / - - SWINGSEi� s / / / / / / l / / L.L = O o0 I CHAIN -LINK -.> .. \ ECK A 9 / Q� G / / / / / / / Oy �� G� FENCE (HT=B) -mmom fib= �� / �' I I \ / �5 / / / / / / ui U� r- ♦ 1� UGP MHS / I ' ♦ SAF � �� ♦ �f \ � / ♦ #* MOBILE \ J / TOP=408.0 ♦ yy / INV. 1N=40 .97'6"PVC(,w) poi' ,/ / / / _ DATE DESCRIPTION �� / / v ♦♦ �S ♦4ir � ooM � INV. IN=�o3.23' 8" Pva(NE) / / / l Il / 10/3/ 19 D D SET \ ♦ ` �� Q / ' \ C/iNOPY \ / INV. 0&T=402. 76' (Td TANK) / / / / / l I 11 / 12/ 19 CD PRICING �' ♦\� �" ` �' Pep / ` \ I Q / MH$ / �� ,4�� ♦♦ I A �� / / I' / / TP=407.69' ' ♦♦ I ` ` ' �� I , ,,,,� I s �ldV. CENTER J97.29' MHS TOP=407�61 ' - - / 3"X 3" / INV. CENTER=397.11' a REMOVAL OF MOBILE COL lfi1N (TYP) CLASSROOMS AND ASSOCIATED y 6"DEC ` SITE WORK SHALL COMMENCE ` I // / / / / / / / `0 AFTER SCHOOL IS DISMISSED FOR `\ SF / / , / / SANITARY GRINDER PJdMP / / / / / / / / p \ SUMMER OF 2021. CONSTRUCT, PHALT / / PL�1ST/C / , / TOP`409.08' / / 0� / / // z 8"DEC SHALL NOT COMMENCE UNTIL URT / / / / ,COCKED SHUT] / / / / r / C3.2 ESC MEASURES ARE INSTALLE RETAINER AND APPROVED. / / / / / / SCALE =20' 12/20/19 ` , / / / , / 1 " GRIMM AND PARKER, P.C. 2014 18 17 16 15 14 13 12 11 4 9 81 71 6 5 41 31 2 1 J JrWX UOJ TMP 130-25R CALVARY BAPTIST CHURCH OF SCOTTSVILLE DB. 768 PG. 335 DB, 1007, PG. 122 (PLAT) ol rR10' MHS TOP=409.09' INV. IN=405.89' 2" PVC (FROM 'PUMP) INV. 1N=405.94' 4" PVC (FROM BLD) INV. OUT=405.79' 3' SHRUBS 6" CEDAR — w— — //---w-----w---- 24" DEC 26" DEC vi SD CURB INLET W/MHD EXT. CONC I BEAM — — 6" SAN _ - — — 6" SAN _ 0 — — 6" SAN — I 1 I 1 I �1 I _ I I I 1 I I I I 1 I I I 1 20" DEC — UGP UTILITY TRENCH \ SCAR — — UGP-- 0 FLAGPOLE a7L1 UU / LG / VV/ % GJ \ \ 24" RCP TOP= 401.34' \ CURB INLET W/MHD \ �i TOP=405.86' INV. IN= 400.54' 15" RCP N8 p053'46"E INV. OUT= 400.38' 15" RCP \ I I 100.00 II \ II \ II II II \'I I \ I 8" HOLL Y I-- ROSE BUSHES FFE=409.99' � / c� J HS / TOP=40 .16' INV. 1N=403.78' 8" PVC (FROM LD) / INV. IN=404.44' 4" PVC (TRAIL R) INV. OUT=403 62' ASPHALT] / 3' DOOR ° / FFE=409.93' —� J 14" CNFR ELEC. CABINET LANDSCAPE / TIMBER WALL q 3' DOOR / JG � P/ SHED \ / UG ON.. SHED — UGP— — — — UGP /- — - — - — - — - — - — - — - O= C /UGP / MHS / TOP=408.06' INV. IN=403.97' 6" PVC (W) INV. IN=403.23' 8" PVC (NE) Q INV. OUT=402.76' (TO TANK) MHS /J TOP=407.69' /- 0 INV. CENTER=397.29' MHS TOP=407.61 ' INV. CENTER=397.21' SANITARY GRINDER PUMP TOP=409.08' LOCKED SHUT TMP 130-25P1 "WELL LOT" DB. 3665, PG. 245 (PLAT) ..nnn' i \X\ RETAINER 18 17 16 15 14 13 12 11 10 © GRIMM AND PARKER, P.C. 2014 /'Pi \POIN�OFA YSIS\ \ \\ \\ ,- 393------ // PRE -DEVELOPED IfNROUTD ARE/ /' / / 400- ` \ 41, AREA = 0.10 ACREAS / , TIME OF CONCENTRATION = 19.7 MIN.' / 395- 411, 81 \I k \ �� 0*/ I I I I i III / "Ilk '//_-- J I I I / / - Sao Av \I I > L4,'---- \ \ I v v , , i , j �\�1 / i' / III n°h� II A v v 190'�0 1 v� \__ _ >\\� _ 1 II \ \\ I I s\ /' l\ / IT # II \\ \ \ \ \ - _ 11 / a {} \ / \ \ \ i aM �• I � 400� // // / ` I II�-\ /----- - - ---- --- / o\ o 4 TI -\ 1 1 I I I I / \ \ I I I I I I I -409- - I I`-/ - 1160.10 11 5 61'VV -4I Soo14l 400 ' PRE-bEVELOPE 1/ Qos� - - �I , UNROUTED AR T,O / \ SHEETFLOW l I J -407 _ --- - -J 4if-14111 46 / I / , / \ \ q.1°� \\ / ! 6" _ - .- "��I _A ' / z �' PRE -DEVELOPED ROUTED AREA TO Q - SWM FACILITY AREA = 4.20 ACRES CN = 83 SCALE 1 "=40' TIME OF CONCENTRATION = 19.7 IN. - RE -DEVELOPED ONDff[ON' / / 0 40' 80' _ 1/10 \ "�\ -391 /POST-DEVELOPED UN ROUTED AREA AREA = 0.10 ACRES \ \\\ / 14/ '\POI4 F A YSIS\ \ \ \ - - - - - / TIME OF CONCENTRATION = 17.E MIN, / 11-1\ \ \ / 400- \ \ Z POT -DEVELOPED ROUTED AREA TO BIORETENTION 2 AREA = 0.88 ACRES \ \ \ F 1 - CN=92 4 \ \\ \ TIME OF CONCENTRATION = 5 1MJ.N'. \ \ Wes__/ IAI POT -DEVELOPED ROUTED AREA - - W % TO SWM FACILITY _ op /AREA = 1.98 ACRES - \ 404 ,, 00 / IME 0F"C0NTRATION = 17.6 MIN. 400 4/ E ICI ao5� 1 II v 100' o v \ / Ili - 400 \� / \ \ \ ' ' p05 II --.--- O 33 \� aM \ 400' Oct I II-\ /- /----- - - - --- --- „- L - a r II - - ' � 1 , � \ 1 1 1 _40. , 1 1 \ _ 1J7 16010, D 11 --- \ -41 (03 I CD \ \ \ I I I I I J / _405- / POST-DEVEL04D UNROUTED AR SHEETFLOW 405 1 -- R 1 - � \ \ . / < ape• / / / / -- / 470 /cb B/ �O 11 '. .. 5; .. x � ,..,..6's ::•. - U�� // / / tip / �j,Y 00 POST -DEVELOPED ROUTED AREA / // // Q TO BIORETENTION 1 , , , I �� / O / / / / / / / / / z AREA = 1.25 ACRES CN = 78 1 / / \�GQ I TIME OF CONCENTRATION = 5.0 MIN. /' SCALE 1 "=40' ' CST-DEVELOC-ONEITION" / 0 40' 80' A p21 18 17 16 15 14 13 12 11 10 e 01 7 DI-1 TOP ELEV. 393.35 ELEV. 392.35 RECTANGULAR NOTCH WITH ORIFICE TRASH RACK ON TWO SIDES OF RISER STRUCTURE ORIFICE TRASH RACK SIZED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. SEE DETAIL. ELEV. 389.05 GRADE 6" DI AGAINST BASE ORIFICE FOR DEBRIS SEDIMENT AND CLEAN OUT. DRY POND DI-1 RISER STRUCTURE 500 DETAIL NO SCALE A n1I MA/�1/ �'3 24" BASKET EDGE 24" LONG EPDXY COATED #4 REBAR e 0 100 YR WSE 394.36 0 -10 YR WSE 393.43 1 YR WSE 392.07 HICK DI-1 WALL DND, TYP. rl I V 1 VIVL I ILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY 2) NO SCALE NYLOPLAST 24" BASIN WITH DOME GRATE TOP: 400.90' CLEANOUT WASHED SOD PER - PERMANENT SEEDING MIX OR APPROVED EQUAL. - 24" BIOFILTER MIX 3" NO. 8 STONE 21"OF NO. 57 STONE 4" PERFORATED SCHEDULE 40 PVC UNDERDRAIN 1% MINIMUM SLOPE BOTTOM OF BIORETENTION BASIN 400.00 FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 5 3 WATER QUANTITY CALCULATIONS FOR NEW MANUFACTURING BUILDING: CHANNEL PROTECTION (ENERGY BALANCE): QPOST-DEV TOTAL $ * (QPRE-DEV ON -SITE * RVPRE-DEV) / RVPOST-DEV 2.72 CFS <- 0.8 * (4.23 CFS * 0.435 AC/FT) / 0.539 AC/FT OK 2.72 CFS <- 2.73 CFS FLOOD PROTECTION: POST -DEVELOPED Q10 <_ PRE -DEVELOPED Qjo OK 14.98 CFS (POST -DEVELOPED Q10) <- 14.98 CFS (PRE -DEVELOPED Quo) STORMWATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): DISTURBED AREA: 3.11 ACRES PRE -DEVELOPMENT LAND COVER: B SOILS: 0.10 AC UNDISTURBED FOREST AND OPEN SPACE 2.39 AC TURF 0.62 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: 2 B SOILS: 0.07 AC UNDISTURBED FOREST AND OPEN SPACE 1.73 AC TURF 1.34 AC IMPERVIOUS REQUIRED REMOVAL: 1.71 LBS/YR 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 1 BIORETENTION FACILITY: 0.66 LB/YR LEVEL 2 BIORETENTION FACILITY: 1.38 LB/YR TOTAL LOAD REDUCTION PROPOSED: 2.04 LB/YR SURPLUS REDUCTION OF 0.33 LB/YEAR AVAILABLE TO BE USED ON FUTURE PROJECTS OWNED BY THE ALBEMARLE COUNTY SCHOOL BOARD, PER 9VAC25-870-69 SECTION A PART 5. 11111 r1'�•Tlllnl 1.0'1 DIRECTION OF FLOW FROM PIPE OR CURB CUT PONDING AREA PONDING AREA NO. 57 STONE VDOT STD. CLASS Al MARAFI 140N WIDTH= 1' RIPRAP, FILTER FABRIC SURROUNDING WIDTH 1=1.5' OR EQUIVALENT PONDING AREA WIDTH 2= 12' 3X PIPE DIA OR BOTTOM OF SECTION A -A CHANNEL WIDTH GRAVEL FLOW SPREADER PRE-TREATMENT DEVICE No Scale 1-YR ELEV = 401.11 2-YR ELEV = 401.19 10-YR ELEV = 401.36 100-YR ELEV = 401.63 ELEV: 399.75 ELEV: 395.75 15" RCP NOTES 1. 24" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: IMPERVIOUS: 0.32 ACRES T(V)= 1,902 CF X 1.00 = 1,902 CF PERVIOUS: 1.00 ACRES DESIGN STORAGE DEPTH: (2' X 0.25) + (2' X 0.4) + 0.9' PONDING = 2.2' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 1,902 / 2.2' = 864.54 SF SURFACE AREA PROVIDED: 874 SF BIORETENTION FACILITY 1 DETAIL (LEVEL 1) NO SCALE 7 X NYLOPLAST 18" BASIN WITH DOME GRATE TOP: 399.50' CLEANOUT �j WASHED SOD PER PERMANENT SEEDING MIX OR APPROVED EQUAL 36" BIOFILTER MIX 3" NO. 8 STONE 24" OF NO. 57 STONE 4" PERFORATED SCHEDULE 40 PVC UNDERDRAIN. 1% MINIMUM SLOPE BOTTOM OF BIORETENTION BASIN 399.00 1-YR ELEV = 399.79 2-YR ELEV = 399.86 10-YR ELEV = 400.01 100-YR ELEV = 400.45 \ 3' ELEV: 398.75 15" RCP INV INTO RISER 394.75 OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 0.84 ACRES IMPERVIOUS: 0.16 ACRES T(V)= 2,473 CF X 1.25 = 3,091.25 CF PERVIOUS: 0.68 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (2' X 0.4) + 0.5' PONDING = 2.05' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 3,091.25 / 2.05' = 1,507.93 SF SURFACE AREA PROVIDED: 1,600 SF PRETREATMENT FOREBAY REQUIRED: T(v)*0.15 = 3091.25*0.15 = 463 CF PRETREATMENT FOREBAY PROVIDED: 468 CF BIORETENTION FACILITY 2 DETAIL (LEVEL 2) NO SCALE BOTTOM OF CHANNEL 0.5 GRADE OF DEEP. SURROUNDING SLOPE 4' 5 CURB LINE RIPRAP NOT TO IMPEDE STORM FLOW TO OPENING KEY IN 6"-9" FOR ENTIRE PERIMETER 18" VDOT STD. CLASS Al RIPRAP RECESSED INTO GROUND MIRAFI 140N FILTER FABRIC OR EQUIVALENT RIPRAP CHANNEL DETAIL No Scale E 0 BOTTOM OF CHANNEL 0.5' DEEP. CHANNEL SECTION 2 C O � � L ® ® • V> Lu > W= ® z 1-4 • OZ a 0 � 0 H o K J N E H CD Q N � N Q� Q W c'M >rn E Cn E u) 0 4 i m N p co W �' L It 04 w G 0 z Q r� F V W z W o f� E J O_ z Q o W z 67 C O cV G � Q �W Q L V Q Q D O z O C Q ~ U CJ3 Pal W � Q p Lz ry L -1 W � W ~ C f O O U �Cf C U + r P- DATE DESCRIPTION 10/3/19 DD SET 11/12/19 CD PRICING C6.0 12/20/19 ©GRIMM AND PARKER, P.C. 2014 A �.0 / / / - - - - - -- �\ g / ' nJs 9 1 - - g9� / 4365 v v O 394 / / 397.34 2/N" DECIDUOUS— 39 3g 395 , - / / / p 399.01 \ 484 2IN" DECIDUOUS CV DUOUS - ' / A0A_ ' v _ _ - _ 4360 / / 4357 % 401.97' / 403.37 O> v A, _ 3FT / / / - 4359 61N" CE AR - - i 4367 43400.42 400.89 / 399. 0 3FT" -402 A V v 2/N"D�CIDHOaS 3FT" / �\ / -398 - - - -- -'' / �' //—W--�03---W— �--W-----W _v— vv vv I, I I /� 4851 EXPANDED I �' \r\403.04 SWM FACILITY �,�;\>:�� _� DECIDUoys/ v v /' / \ \ DRY POND / �� \ 1 -399 /� 404 1Z / \ / A II I I I / yi ajw� i �� / / _ / ' - - - - 4850 - _ - - - - - — ��5 / \ IN, 407- - I I I / �� / / �' �/ y / 4368 - ' / 406.37 " E,016000S 4355 9.95 /// % _ i V / - - - 404.76 D-406 - 499,04 2/N DECIDUOUS 61N" D�CIPUOUS 399/ °1 401" Ia 400 v I t v 400 / / �� I 402 401 '. /..; 1I-----� - - - - - - N`-L-----'-------------------- ��-------- \ I I IV, \ \ \ \ O / / ° 401- -4- 400 -399 ----- ----T- -313a------- - \ \ BIOICTENTION2 \ \ - - -- - - - - -- 4o3 ' M i r - �o� I / - � -� I - " ----- ------ \ o \ ' I I Na �400' A� 4370 - / II _� --v ---------- 4354 - - - - - - - - - - - I \ i 401 - _ _ 3 , ph 408.99 / I I - ' z 4�57 / / - - - - - - - - - 409.66 1 —'402�\ /'DI2/N D€ UO J 7.60 i6/N" DECIDUO 4 4353g408DECIDUO\ I 1 I { 409.55 I \ 1 1 4847 / I I y 9/N" DECIDUOUS 4�7 / 4p3 _ - - e , -"DECIDUOUS I 00 I , _ off- A'' / 406 _ J/ - _ II I 407 40 - / \ // 5742 1 1 II 11 - - 1 \ / O# _ a _ l v I I I '1 � 407.07 I 1 I I I --- �I ` \ I � 2/N"SAP I I I ^n5 / / 6, _ - _ -407 - I� = \ \ - - - I \ \ \ I I I 407 1 II A --408 -----408-------------- \ --_40 r 409 - I I 4352 FFE -403.31' 403-�� / IF ---- 1 2/N DE IDUOU3 _ _ 5743 / I 4 _ _ _ / / I \ ® \ - - - 408.66 I II I I I I V..� _ _ _ \ / ' l 8IN"HOLLY / - 5598 1 I I I 7.97 Y&YOSE I I I / I Lo - �� `.�� /' L RAISE TOP OF FFE DIVIDING LINE IN / CLEAN OUT TO ,BUILDING INTERIOR I MATCH PROPOSED no - RAISE TOP OF CLEAN OUT TO GRADE. PROVIDE / FIFE = 404.64' \ MATCH PROPOSED GRADE. / � I COVER SET FLUSH PROVIDE COVER SET FLUSH IN �4 � � � � I IN SIDEWALK PER / I \ �402"` SIDEWALK PER DETAIL DETAIL G) 17 � 5 FFE=410.05 L \ 406 - - - O� � 40 -\ - I >FFE=±410.00 FFE±410.05 or _ - _ _ - _ EL EC. CABINET -407 _-g0 _ / ^J l -_ SEWER 'PUMP' _ _ -40 � � 01p ii 1 TOP=407.40'. y / I / V. = 404.46' l — ---_ —409_ � V _V \ �.�404 � -40� � � A � -403,- 10- _ _ _ �_�� - ----_ �08 '�- _ 6 f�4 ®- — a 6606 `'/01 409AN _ _ - 409--09.15 403 4 _ - - - - G ® ` v`s� ��6 st 409 —?�R�A- \� 04 \ N — — S 6172 411 - - - - - _ _ _f— �/' \6 7 408.08 GP //� / / / 15IN" CONI lj6US-406 / ' - ELEC. CAB1NET/ 6607 sTo9 / \ \ i\ ! �► i' -- -top-- - -- —i_ 409.41 p1' / � J / 409\, \ / \ \ 408 .-CONTRACTOR TO ' � � 20IN-CL"DECIDUOUS ° / I / /' 6854 I — UGP— — — — UGP COORDINAT�1�FfNG% ' 409 /'RELOOAfil6 L 1�6Q111iP�'"o�e�glp\ i 0 �� o p / i �, �� / LINE AS NECESSARY WITH �� I N)— 41 CiG /� �G - 4, I /l0 / UTILITY COMPANY ANDv �\ �o / \/ / OWNER. i 4�11_ J __�- _ I _ UGF�- I 41 ,/ � j ' / / / / ! v 77 —UGP— — / / / l / / 0Np / I� OGP OH,o cb Q II _ 6953 411.62 / 8/N" DECIDUOUS I 6923 411.73 CLUSTER-12IN' CIDUOUS ©GRIMM AND PARKER, P.C. 2014 17 16 15 1413 12� 1110� 91 8 76543 21 M L J G F E LJ C GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR1 AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL ABOVE FINISH PRUNE 1:1 SLOPE O� PLAN' SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL III III 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 CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH 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 7'-8' HT. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT BUX GRN 29 BUXUS X 'GREEN VELVET' GREEN VELVET BOXWOOD 24" HT./SPRD. CONTAINER ILE INK 24 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER ILE WIN 24 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER JAS NUD 8 JASMINUM NUDIFLORUM WINTER JASMINE 24" HT./SPRD. CONTAINER GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR SED 42 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. CONTAINER 18" O.C. HYP CAL 87 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ECH PUR 73 ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL. CONTAINER 18" O.C. SED AUT 41 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. LANDSCAPING ALONG THE FRONTAGE OF EC ROADS * per the Entrance Corridor requirements of the Albemarle ARB Design Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SCOTTSVILLE RD. 200 LF 1 LG TREE PER 35 LF 200/35 = 5.7 6 LG TREES 1 PROPOSED LG TREE 6 EXISTING LG TREES LANDSCAPING ALONG INTERIOR ROADS * per the Entrance Corridor requirements of the Albemarle ARB Design Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED INTERIOR RD. 120 LF 1 LG TREE PER 40 LF (120*2)/40 = 6 6 LG TREES 8 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 2,548 SF 2,548 x .05 = 127.4 SF 128 SF 478 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 15 PARKING SPACES 15/10 = 1.5 2 LG. OR MED. SHADE TREES 3 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 14.7 AC (GROSS SITE 14.7 AC x .1 = 1.47 AC = 187,284 SF (EXISTING) + AREA) 10% COVER 64,033.22 SF 64,033 SF 7,248 SF (PROPOSED) _ 194,532 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. NOTE: THE LANDSCAPE PLAN SATISFIES THE MINIMUM LANDSCAPING REQUIREMENTS OF ZONING ORDINANCE SECTION 32. County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1, The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; N/A ❑ Grade changes requiring tree wells or walls; NIA ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 21 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: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Stora e: m Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: N/A ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: N/A ❑ When 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 for approval. 11. Trenching and Tunneline: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an 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 THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. , NER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 ��ALTH OF �I f NK W. H 4PC� 111i o. 14 12/20/19 ) w PE A,o M D O O •1■r ce ® L ® ® • LU LU > ® Z 1-4 = • OZ Q XW V7 0:) K N o H O U o� CV Q LO to > co > rn E N CD C0 I E cAOd- M CV p co LU L co rcnU� w G oe fa < Z Q r� F V GP #21850 U� W LLI o_ E U) Q O W U) 67 0 O L-C-,.> c�v 0 Z Q Q� J D ��/)� VJ Q U> W � ~ U O O U� Z Q � z O W 1j1 W W � W U L 11 � cn V) J 0 C./3 O U Z O 00 CSC DATE DESCRIPTION 10/3/19 DD SET 11/12/19 CD PRICING J L2.0 12/20/19 W NOT TO SCALE 181 171 161 15 14 13 121 ill 101 9 7 X 5 0 0 2 GRIMM AND PARKER, P.C. 2014 A