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HomeMy WebLinkAboutSDP201700010 Plan - Approved Minor Amendment 2017-09-11© GRIMM AND PARKER, P.C. 2014 IAT I 5 0 III V A I C F1 181 17 161 151 141 131 121 11l 101 91 81 71 61 51 4� 3 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM TAX MAP PARCEL: 13000-00-00-025PO LIMITS OF DISTURBANCE: 0.58 ACRES SETBACK: 75' FRONT 25' SIDE 35' REAR ZONING: RA MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 SOURCE TOPOGRAPHY: TIMMONS GROUP, DEC 13, 2016 BENCHMARK: BENCHMARK: LOCATED EAST OF THE CORNER OF THE EXISTING BUILDING AND NORTH OF THE ASPHALT PARKING LOT. TBM BRIDGE SPIKE ELEVATION= 400.14' DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTN ET SITE AREA: 14.7 ACRES PROPOSED USES: ADMINISTRATIVE AND SECURITY IMPROVEMENTS BUILDING AREA: 850 S.F. ADDITIONS & 1,000 S.F. INTERIOR RENOVATIONS NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.10 ACRES PARKING COUNT PRE -DEVELOPMENT TOTAL: 45 SPACES PARKING SPACES REMOVED: 1 SPACES PARKING SPACES, ADDED: 22 SPACES POST -DEVELOPMENT TOTAL: 66 SPACES WETLAND IMPACTS: NONE WATER SUPPLY: EX. ONSITE WELL. SANITARY SEWER: EXISTING ONSITE DRAINFIELD DRAINAGE DISTRICT: MIDDLE JAMES -BUFFALO THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. 151 151 14 4 11 IN 1 4 ___ - IAk 0 MINOR AMENDMENT TO SDP1979 421 COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT I VICINITY MAP SCALE 111=2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX; (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT; CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 131 121 111 101 91 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMO PLAN G3.0 ESG NOTES AND DETAILS 91i ESG PLAN PHASE 1 G3.2 ESG PLAN PHASE 2 C4.0 LAYOUT PLAN C5.0 GRADING AND DRAINAGE PLAN G6.0 SWM PLAN L1.0 LANDSCAPE. PLAN TOTAL SHEETS = 7 71 61 51 41 3 21 1 APP��V°Ery 1t.%k7e�i�J43i`jC`ll. 21 1 '1, I o U N rn ll N v QM M ct) > (y) c Qj L co - to co E �o mN E cu CN M Uj ' �cnUH � U QL <F GP #21487.10 C=1 li 0 Ie LU W zx1-4 Q oz O � F— o f-'1 I o U N rn ll N v QM M ct) > (y) c Qj L co - to co E �o mN E cu CN M Uj ' �cnUH � U QL <F GP #21487.10 C=1 Q O � F— f-'1 0 N W i Lu crn J I CD C/3 O C/3 � "' Q C] W r?" :�i Lu LU JC/3� Lu = LU C/3 -=J WC/3� c 0 V C73 G rl_ DATE DESCRIPTION 4/3/2017 REVISION 1/13/2017 REVISION 9/6/2017 REVISION C0.0 4/3/17 © GRIMM AND PARKER, P.C. 2014 1 181 171 161 151 141 131 121 ill 101 91 81 71 61 51 41 31 21 1 © GRIMM AND PARKER, P.C. 2014 _ 2.0" BITUMINOUS PLACEDN N SETE INGLE SURFACE COURSE - SM -9.5A ����,K� .`F �����, GENERAL NOTES n o 0 0 0 - - 0 �„ jl .-° �s r 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7-1/2 6' LENGTH o o � o 0 0 � 8" TYPE 21B AGGREGATE BASE COURSE �� ( �� TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. LEGEND0.5FROM EP 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE 5„ o rcy -Y 0 0 XCYY 0 0 0 - ° APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. I \//\\//\\//\\//\\//\\//\\//\\//�� COMPACTED SUBGRADE * P 1 d':$ , ?_,5 i 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION Li(_ 00- 148507 PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY ROADS GRADING Q 6 y�, �I II ? g (INCLUDING ACCESS). a 11 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PL ' ` l r L POINTS OF CONNECTION OR PROPOSED WORK ANCHOR WITH / REBAR ANS , t 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF AL TRAFFIC STOP BAR TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. TC =TOP OF CURB � o 0 0 0 0 IMBEDDED 24" li�J GROUND; �������;�_� 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY ®� .. STORM PIPE & STRUCTURE NO. EP = EDGE OF PAVEMENT 2 PER WHEEL STOP p� CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS EX. = EXISTING SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE CURB PROP. =PROPOSED \�/i\//�\/�\//j\//�\/� GHT DUTY ASPHALT PAVEMENT SECTION MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. APPROX. = APPROXIMATELY 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 00 EXISTING CONTOUR kN� Scale 121.13. 200 PROPOSED CONTOUR R= �4�1 CONTROL JOINT SPACED � 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE AT WIDTH OF WALK (MAXIMUM) WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN TC 240.5 $1." ° ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. PROPOSED SPOT ELEVATION 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT kT RECAST CONCRETE WHEEL STOP �. Imo- EXPANSION JOINT AT MAX OF 30', WITH DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. O PARKING COUNT / d PREMOLDED EXPANSION FILLER Scale 9. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS WIDTH OF PARKING a NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF SPACED INDICATED • ce L EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST ON SHEET C4.0 BE SUBMITTED AND APPROVED BY THE ENGINEER. 45° 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS (TYP. CONC. WALK . W IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION ) l> OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR 4" SOLID WHITE UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT LINE. VDOT ° • 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING TYPE A PAINT. d ° e44 AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. METAL INSPECTION FRAME W/ SOLID LID 2' 12. THE INSTALLATION OF SEWER, WATER, AND GAS MANS INCLUDING SERVICE LATERALS AND SLEEVES EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) ( ) ( ) TYP. -� SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. -�- J" CONCRETE COLLAR + 0 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE CRUSHED STONE BEDDING//��/��/��j��j��j��j��j��j��j��/��j��j��j��//�/��/��/��j��/��/�� ADDITIONAL FACILITIES AS DEEMED NECESSARY. 12'-0" 1 x 6 CAP 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT 6" DI CLEANOUT COMPACTED SUBGRADE 4" 21-B STONE THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND �' K SPECIFICATIONS. ILI=m 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL I• 0 ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE 4' 1.5' 3' 3' 3' 7.5' PLUG AT END �- SPECIFICATIONS. BOLLARD (TYP.) OF LINE 2' CONCRETE SIDEWALK JOINT DETAIL 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, 4 x 4 POST UNLESS (TYP.) No Scale TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY OTHERWISE NOTED SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 ON PLAN CONC. O 2 x 4 RAIL PAD 1 x 6 VARIABLE WIDTH' HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). (TYP.) TRIMMER o NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR 4 45 FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) I x 6 TRIMMER 6 x 6 POSTS I x 6 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT SIDING—""" IDING (TYP.) LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. J'-0" /\��//�// °//\�//\ /\ 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS I x 6 SIDING OPEN ACCESS SOUTH CLEANOUT DETAIL PAVEM ENT STRIPING DETAIL AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE SIDE NO GATES OUTSIDE ELEVATION 3 SIDES No Scale No Scale \��\ J STANDARDS. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 6'-0" 6'-0" 4" 3,000 PSI AIR -ENTRAINED 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL PLAN VIEW I x 6 CAP- CONCRETE COMPLY WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 STEEL CAP COMPACTED SUBGRADE 4" TYPE 21B STONE 3'-0" MOTE ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03. SOLID WHITE LINE .I ,3' ADJUST TO HEIGHT HIGH VISIBILITY € NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. loll OF CASTER WHEELS ACCORDANCE WITH VDOT STANDARDS. THERMOPLAST PER 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ON GATE € . 1 x 6 TRIMMER VDOT STANDARDS 6" DIA. STEEL d� GENERAL CONSTRUCTION NOTES FOR EROSION AND coNc.--- l< € PIPE FILLED WITH STONE'r d CONCRETE AND SEDIMENT CONTROL POWDER COATED 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION 6 3'-0" 3.5 (COLOR TO BE CONCRETE SIDEWALK PAVEMENT SECTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE CONC. SELECTED BY No Scale NOTE.- ALL LUMBER SHALL 2 x 4 TRAILS " WEEK PRIOR TO THE FINAL INSPECTION. I i OWNER) 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING BE PRESSURE TREATED 6' j 1.5" ASPHALTIC CONCRETE SURFACE TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL PAVEMENT PATCH COURSE - SM -9.5A HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ---, �-- 12" _..:.' Q 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN 2.5 INTERMEDIATE BASE COURSE - BM25.0 N >✓ ' -� N tll CLEARING. INSIDE ELEVA TION 3 SIDES ' -' "- '- 11 0 6 p o 0 0 0 � N L POST ELEVATION 2' 2' I I� III -1 11-111=11I 11=1 Q L 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE I�III�I�III-... '. III�I�III�i �� > � � AT ALL TIMES. (TYP.) (TYP.) 8 TYPE 21-B AGGREGATE SUBBASE COURSE 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE 3.5' o � o PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL I' 2'-0" DIAMETER ' // // // / / / / / / `n N SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE DUMPSTER PAD & ENCLOSURE DETAIL ' 3,000 PSI AIR-ENTAINED\\\�/\\\\/\\\\ _ PLAN APPROVING AUTHORITY. I.` �CONC. FOOTING W N p c+7 No Scale v L d 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL COMPACTED SUBGRADE .... , .. :</,.y,3 33333,33333.,3 ................:.......................... ....-,/%>.. .. .,,i3i„ 133/-/:i.:i:......,..::....,;:.»..:..,i>..:,:,�:,,,r,�:�,,,,,,..,:.:».....,..:::>:.:........:..'.:.:......:.....::...'...........:.....:: .. .....'...: /////. ..............................................E . ......... . ,. .. „................................... r,»»»,..»»»„ », .....».»»»,..»»,.».».,.»,»,,. .. .. .,.,:: {'\j /,:::::.:..:..:.:.:::.:::::::::::.:.:.:::::::::::..:.:::::::::,<:<:,, 2 MINIMUM CONCRETE PLAN ,.:::: ///.....,..........................................., ...........::::..>:::.>:.>:.>:.>:.>:.>:.>:.»>:.«:,,:»::><:.»>:.><><>;;:«.><,«.::.>:«::.>::.>:::.>:.;,»:,;:.:<.,;:••:;;<> MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE ,,.,.,// :/./:..:, �- ,» .........:... ,,:. , . , PIPE APPROVING AUTHORITY. ,io _..._.. BELOW STEEL PIPE // . ,,,,,.»„ ,' � / t~ircutarl=;�S Trash Guar S#attc�ar�ti`rash Rask i/ ;;./,,:;»,i%////////,/s,.=.;.• »':..,; m"del; FES Trash G,uar�tRa�i:r�� s DENOTES HEAVY DUTY ASPHALT 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES / //�/j/,,,,,,,,,,,:,...,,, PAVEMENT ON PLANS �..W.�,__._ ��/iii ........... .....». /..,:.. , .,, , ,.........., :. , , .. / , ; �' DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ,»�,i//G/�i���.�.».....................w..------.,.....,.._......._....__.._...._...:::<:.:<......,..��w.........._............... ,,,, ....,... , ,,..».,»» »/»»,,�»»»»» ACHIEVED. CROSSWALK DIETAIL BOLLARD DETAILLu 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. - HEAVY DUTY ASPHALT PAVEMENT SECTION -- _ No Scale 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH - y , No Scale RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS -- �' No Scale OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. -» ' `' 3 J > ' _ ._ __._.._ i� _ m :� �_�, �' � , i -- 4 EXPANSION JOINT WITH 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. _ PREMOLDED EXPANSION 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT '" = . qy 1_ _... �A"'" ""'T'i FILLER, RIP" O 1/4 SEALANT f _ _ LER, "ZIP ST R AL MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.` 4" NON -SLIP BROOM FINISH 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING SILICONE SEALANT WF 6x6 W2.9xW2.9 q EQUIV., SEAL WITH - �--_:_._1;....... s..-.-. TOP OF CURB R=2" ORDINANCE SECTION 5.1.28. w" " I ............»............_mm - 2r, en 1 z s. TSF: Plan View Isometric View �... �3>; 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF �...-. 1; L.. _. ° ° ALBEMARLE. �i l .............1 ° ° -�- ° d 10" 3,000 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED �' // // / 6" °: ° ° ° CEMENT CONCRETE RAINED PORTLAND TO THE HOURS OF 7:OOAM TO 9:OOPM. % -\_. ____._.._ ° F t _ F 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL II.. 0 6" TYPE 21A STONE COVER 0 0 0 0 0 0 0 4 SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND L ;_.�.:::.:::.::.:..r_:_:..::_ ° I ° SURFACE STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE SOF SLIDES, SINKING, OR ` v / t :s ///� /��\\j��\��/j//\18, \j\ COMPACTED SUBGRADE (CBR 11.2) COLLAPSE. / :,, I a 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO I CPre eyStandardTrashRack BASE �.._._ -..._ ....._. \�/\� a _ ° CONCRETE SERVICE AREA P GP #2148`x.10 PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL l� eoilar� A -A End thew MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER DENOTES ° DENOTES PAVEMENT ON PLANS ' \/\/\ PORTION OF THE PROPERTY. Trash Rack Trash, Total el ears 8a�apacltr�y � VDOT A-3 CONCRETE 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75l¢c ��x E y �t ttn) i. 4ar� } LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL _ _ ____ ,,;,,,______.___� SUBBASES LN� EAVY DUTY CONCRETE SECTION -' T-- RYEGRASS AND CEREAL WINTER RYE, OR 1N MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY? _ r 3<t f THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ?v 4 Th f"T _ Scale r ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. - - � 1 CONTINUE 21B STONE BASE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. y ....._ �a' f ti } I - ------'fF=,F:�. ° .... d: FROM ADJACENT PAVEMENT EXISTING PAVEMENT PROPOSED PAVEMENT E AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 64 ,,, E INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT SECTION UNDER CURB t 1 c r Q_.r h . ,,. MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR - -- _._ _LL__ -. SAWCUT THROUGH l� TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE tetll_ Sedan-_ MATCH EX. CROSS APPLIED AT 80LBS/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL U EX. SURFACE w SLOPE UNLESS OTHERWISE c'= � ES -1 TRASH RACK AND GUARDS VDOT STANDARD CG -2 CURB x COURSE w SPECIFIED ON PLANS' INSPECTOR. w & REMOVE 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY No Scale No Scale F- e� DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS PAVEMENT 2 MIN PROPOSED [� SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED SURFACE AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND 2" + COURSE U DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED 1 1 1 EXISTING �3 ®, IMMEDIATELY. PAVEMENT 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 r� ® COUNTY EROSION CONTROL INSPECTOR. MILL EX, VJ Z D 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF SURFACE COURSE J � APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) SAWCUT EX. BASE COURSE 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER EDGE OF PAVEMENT AGGR. BASE Q - THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION �. 17-207B) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES NOTE: PROPOSED PAVEMENT MUST TIE W IN WITH EXISTING PAVEMENT Z 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION 0 W_ �"'� (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PAVEMENT REPLACEMENT JOINT DETAIL Z W �-- �• 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND No Scale � +C/3 STANDARDS OF VDOT. rn _1 �-�'� I- 3. EROSION CONTROEROSION AND LPLANAND MUST BE INSTALLED ED PR ORES SHALL BE T O ANDYED IN ACCORDANCE WITH THE CLEARING GRADING OR OTHER ° SCOPE NOT TO EXCEED -� I-- EROSION CONSTRUCTION. ° ° ° L.i�..l � C/3 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. ° .° j'� 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER ° .d EP V � SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 7 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IIN THE OPINION OF THE Z C 6° COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. OR AS SHOWN IN PLAN 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DATE DESCRIPTION DEVICES. CURB WIPE DOWN DETAIL 4/3/2017 REVISION 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. No Scale 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE /13/2017 REVISION CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9/6/2017 REVISION B ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES B 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 000, 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. C1 ■ 4/3/17 A© GRIMM AND PARKER, P.C. 2014 A 18 17 15 15 14 13 121 10 8 7 6 5 4 3 2 1 (// grlr1 Uf -11 "t 01-11-1 U-11-1