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Home My WebLink AboutSDP201500011 Letter of Revision 2022-01-04�� pF AL8 County of Albemarle Community Development Department January 6, 2022 Neale Craft County School Board of Albemarle 401 McIntire Road Charlottesville, VA 22903 Khris Taggart ktaeea rt(@a I be ma rl e.o re tel: 434-296-5832 ext. 3278 RE: LOR# 3 for SDP-2015-11 Agnor-Hurt Elementary School Renovations & Addition — Minor Tax Map/Parcel Number 04500-00-00-095AO Dear Neale, This letter is to approve as a Letter of Revision for the addition of ground -mounted equipment (emergency generator) to the above referenced site plan. This is the 3rd and final Letter of Revision for this site. All subsequent changes to the plan are required to be submitted in the form of a site plan amendment. Sincerely, Khris Taggart, Planner Attachments: Letter of Request Site Plan Change WWW.ALBEMARLE.ORG 401 McIntire Road, Suite 228 1 Charlottesville, VA 22902-4596 Application for Letter of Revision 0 Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: SDP-2015-11 Contact (who should we contact about this project) Neale Craft Street Address 401 McIntire Rd City Charlottesville StateVA zip Code22903 Phone Number 434.882.2416 Email ncraft@albemarle.org Owner of RecordThe County of Albemarle and/or the Schoo Board of Albemarle Co. Street Address Agnor-Hurt Elementary School Phone Number Neale Craft Street Address Same as above Phone Number ❑ The appropriate fee, 0 The site plan number that the change applies to, ® A request letter describing the proposed changes from the owner or authorized agent, 0 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an 11"XI T' copy of that portion of the approved final site plan Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. Signature of Owner, Agent Print Name FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? Date Daytime phone number of Signatory Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 7/1/2021 (Fee Update) Page 1 of 1 1 2 3 4 5 0 7 0 1 10 H G F E 0 C B A PROPOSED CHANGES FROM SDP201400003: 1, SEVERAL SHEDS HAVE BEEN RELOCATED, THREE HAVE BEEN MOVED TO THE WEST END OF THE SCHOOL AND ONE HAS MOVED TO THE NORTH END OF THE SCHOOL. 2. THE LAYOUT OF THE UTILITIES IN THE COURTYARD AREA HAS BEEN UPDATED, THIS REQUIRED THE STORMWATER, WATER, AND SANITARY PROFILES TO SHIFT TO ACCOMMODATE EXISTING UTILITIES AND CONSTRUCTION PHASING. 3, AN ADDITIONAL ASPHALT PATH HAS BEEN ADDED TO PROVIDE ACCESS TO BOTH ENDS OF THE PLAY AREA. 4. AN EXISTING BASKETBALL GOAL HAS BEEN RELOCATED TO THE NORTH WESTERN CORNER OF THE PLAY AREA.ADDITIONALLY A 14'xl4' ASPHALT PAD IS NOW SHOWN ON THE PLANS. THIS PAD WILL BE CONSTRUCTED IN THE FUTURE. 5. AN AREA HAS BEEN GRADED OUT FOR A FUTURE PARKING LOT, TO THE EAST OF THE BUS LOOP. 6. THE GRADING ON THE EASTERN SIDE OF THE SITE HAS BEEN UPDATED TO ACCOUNT FOR EXCESS FILL, ASSOCIATED WITH UNSUITABLE BACKFILL MATERIAL ENCOUNTERED DURING CONSTRUCTION. U311 Y11:9 2/2/2015 Wa Wrskrrt SulteToten#� 'P' e .. �10 � `' ?.i5 yi,``k• Aga - - ` .e'. Ta*.e 59 - AMU Keuler`s w IFF Lowe's Home Improvement PROJECT LOCATION ��Pd c., w.3cipptncJ i4wooclblook _:rnzee ij<; Sports $ Pro Shop � Cr:3li `-" , R 4.. ?; c '93 mw � � m Aftmmmarle Square Shopping Center Ty R' TI I;. A sP4Tts z131 Vied[raranl SCALE 1:1000 OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MS. ROSALYN SCHMITT TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet Index Sheet Number Sheet Title C0,0 COVER I C1.0 I NOTES & DETAILS C2.1 IDEMO PLAN C4.0 LAYOUT & UTILITY PLAN CS.D ! GRADING AND DRAINAGE PLAN C6.3 STORMWATER PROFILES C6.4 DITCH & UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS E402 SITE PHOTOMETRIC PLAN TATAk 23 SI IEETS TOTAL: 10 SHEETS APPR • VALS DATE DEPARTMENT OF C2 TY EVELOPNIENT PLANNEI2/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESC ALBEMARLE COUNTY SERVICE AUTHORITY VIRGMA DEPARMENT OF RAMS ORTATION HEALTH DEPARTMENT "SHWGROUP ARemiroc T6 i ■NOLNm{R! I PLANNNR! 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295,8200 F 434.295,8601 0 G U CRAIGW 7, KGrARSKI Lic. No. 0402048507 0 Cd C B 0 ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00.101 IFB #2014-05011-41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: N/A 02012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: COVER 1 2 3 4 5 1 6 7 8 9 1 10 SHW Project: Como 3113.008.00 1 2 3 4 4; MI 7 8 9 10 I w F E A C B A SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. C RAIG. KOTARSKI@TIMMONS.COM TAX MAP PARCEL: 04500-00-00-095AO r•vw-wv.�vv LIMITS OF DISTURBANCE: 6.06 ACRES ZONING: R6 -RESIDENTIAL MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 919 2ND ST. SE. CHARLOTTESVILLE, VA 22902 (434) 327-1688 (July 7, 2013) BENCHMARK: CP PK NAIL N 3920697.44 E 1489108.33 ELEV 599.62 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 25' BUILDING SETBACK SIDE: 15' BUILDING SETBACK REAR: 20' BUILDING SETBACK NUMBER OF EMPLOYEES: 85 BUILDING HEIGHT: 28' (EXISTING BUILDING) 18' (ADDITION) (MAX. 35' FOR R6) BUILDING AREA: 69,500 +/- SF (EXISTING) 11,200 +/. SF (PROPOSED) 80,700 +/- SF (TOTAL) PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP EXISTING PARKING: 92 SPACES PARKING PROVIDED: 118 SPACES (5 ADA SPACES) LOADING SPACES PROVIDED: LOADING SPACE PROVIDED AT PARENT DROP OFF TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.06 ACRES WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: SOUTH FORK RIVANNA DRAINAGE FACILITIES: FILTERRA BOX AND UNDERGROUND DETENTION SYSTEM WITH CARTRIDGE TREATMENT SYSTEM THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS.THEY ARE SHOWN ON SHEET C2.0. ALL CRITICAL SLOPES ON THIS SITE THAT ARE BEING DISTURBED ARE CONSIDERED MANAGED CRITICAL SLOPES. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN GENERALNOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS 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 ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION, 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. T ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT i AND I LD-94 (D) 121.13. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. 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. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11, ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE, 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17, VDOT 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 THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18, A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. 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 THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22, ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE, 23, CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27, WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31, HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES, 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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 (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, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE 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 STRUCTURESAMPROVEMENTS, 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 80LBS1100SF. 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) BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 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, "SHWGROUP ARCHITECTS I ■NCIN■ERE I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 a G tQ4;p CRAIGW J. KWARSKI Lie. No. 0402048507 3/a7/15 4 F E 0 C L r_1 ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFS #2014-05011-41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: N/A 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/201 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: NOTES & DETAILS 1 1 2 3 1 4 5 1 6 7 0 0 10 d\6 SHW Project: c1.o 3113.008.00 P oa W 1 12 1 3 1 4 1 5 I 8 1 7 1 8 I 9 I10 1145't ro 1NTt:•RSE'C7-10N; R£S£R ilDIR R/QG£' RDAQ -___ - / / t - / C. 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PLAY EQUIPMENT AT PROPOSED PLAY /; R \ \ \ \\ \ _ - _ s - PORTION'O�. RLINE EASEMENT TO _ __ REMOVAL \\ Ott. rg - _ _ ? \ 1 _ -'� ' ` v - - -= =_ _ _ __ _- .- -, �_ _ c _ - - ~� " _-" _ _ _\ ___ - ` ` _AREA CONTRACTOR SHALL COORDINATE NATE _ _- -, a ___---_ _____.. _ — _________..,____ _ ._ _ _ . __..._ I-_, __- .-_ BE VAC , . E SHEEi C4.0 , p \ /_ _ _~ �. =_:_\ ;F �-F_-- = ,- ._-_-_..-__ ____w____ I ,.W.___ ___._ - TI�CG<iNSTALLATIONPERTHEMANUFACTURERS7 } \ \ _ - - I - - -:-" --- - w _-. _.._._ _.. _- _ _..__. w - - ' FAR- OSED EASE - y t JAI h .i \ \ \ \._- _. \ -._ ..._ _ .. l __. _ -. ._ - ._ _ 1_�,.,- _- _ r'- -� f _ _ y -- - - - w STANDARDS AND HAVE REINSTALLATION _ !j _ _ \ \ \ \ \ _ - - - - _ \ �_ _ �_ - p - CERTIFIED f, \ I \ \ \ \ \ \ \ \ \ \ \ \ \11 \ \ \ _ t_Y.�� .____a - -. s _ �� i �. I - __ ! - .a �z f \ `� REMOVE LIGHTPOLE I \ \ \ \ - ___- - \ 4 ,I \ \ \ \ \ \ \ \ \ \ -- - - - , - - SAWCUT ASPHALT I \, '\ \ \ \ \ \ 1 \ w \ \ \ \ \, t3 \ \ \ \ \ \ , �` REMOVE WATERLINE. SEE SHEET C4.0 . \ \ \ , M > I j \ \ \ \ \ \ \ \ \ \ \ u� FOR SEQUENCE OF CONSTRUCTION 1 I \ I \ \ I \ \ \ \ \ \ \ \ \ \ \ } \ AND EXTENTS OF NEW WATERLINE \ \ 11� v v v1 v v v v G °) 1v // v v \ \ \ \ \ \ \ \ \ \ \� ;I \ \ \, AND TIE-IN TO EXISTING, ALL OTHER 11 \ 1 \ r.' \ _ _ - ,7� \ \ +I ' \ \ \ \ i \ \ ° \ \ \ \ \ \ \ \ \ I TAX MAP P/MORTIONWOF WATERLINE SHALL BE I \ \ \ _ _ - '-• '- `- I ' \ \ \ iI \ _ `vv vv I� 1 \ � \ \ \ `\ \ \\ \\ \\ \ \ \\ \ \ t \ / COUNTY SCHC)r_"JL BOARD OF REMOVED \ \ \ ; r _ - - - a / \ 1i i \ / k \ \ \ i 1 \ 1 L___� I ` - ALB M4RLE CtJUNTY I I1 �\ - \ \ , / t�� `,,. liv v v y v v I vi v I 1i /\ i \DB, 112$, PG, s50 ; 11 ', ,0 v v v\ v v v t v vi I< I I I V� REMOVE � 1 \ >.1 ` v v v v \ v I 1 ZONED: R6 RESIDENTIAL �t " v � , S , \ \ Y j1 I 1 \ / (19.535 ACC.) CLEANOUT q \ \ 4 REMOVE GRAVEL & 1, _? I l l \ t\ \\ 1 I1 ( I i I \ ! ,� D ! , !' ,1 v y I '�_ 1 c I y I , v ` - _ v,_j(12) WOOD BENCHES t vA I j I \ \ \ , \ \ \ \ \ \ I ` \ \ I \ ADDRESS: 3201 BERKMAR DRIVE i l i / \ \ Vp ✓11� - l A \ �\ 1 @ d\ \ 1 1 i \ 1 11 ' i �. /\ i/ / v v v v l ,v ��y� , II t 1 ,i - V A A V A V A \ I t� � V A A I iA �V A I 1 11 \ i \ j i1i REMOVE INLE � I �' A! � I / / � \ \ \ \ \ \ A \ `-' ,, :'' / ✓ � r �11 j f \ \ \ \ l 1 \ \ \ \ ; \ i \ I 1 I \ I 1\\\ _ / / \ \ \ EMO I I { \ \ I I \ \ \ \ \ P \ \ \ I t 4 1 I i \ REMOVE CONCRETE REMOVE VALVE 1, I \, _ REMOVE AND RE TE(4)/ \ , \ \ ; t Ii \ I i \ I , , I vl 1 I r "/ -SHEDS COORDIN TOTE/(4 �_ v I � - , e R VE WOOD DECK \ \ \ \ \ \ S ' I I `' 1 ti' REMOVE AND v . -gR _ _"/ \ 1. \ \ \ \ l \ \ t I \1 i 1 1 1 1 ` I I t 1 \ .I REPLACE FENCE ,: •\y : - - - M \ \ ' J z, - \ �. MGVE " i�CP _ - ' E TEL 1 E'H DRAWT . ` i1 \ \ \ \ \ I I � AROUND GAS + ' l \ \ \ \ \. i 1 i 11 11 \ \ * - - Q - _ `'�I = - - __ . _ ._�-. --� i/ \ F LC)C�A�E TELE�OMM BOX \ \\ ! \ \ \\ \\\ \\ \ \ \I \\ \ I t 1 11l ! \ \ t 4.__-_ j , \ \ /� ;� - METER - : a"�- \ E 8 _ ` J - \R6j.O ATE TEL COMM PEDESTAL- - - - - ` _ ' S 'fi \ \ \ i, \ \ 1 --� c _ \ r _ - , \ \ \ � ��, � '" _- - - - _ - / \ REM �/E ' AA i I' mr 1 `- \ \ \ ERBL' p \ if\\ \\ \ \\ , \ \ \ \ I' \ X. @ l \ \ \ \ \ \ \ I � - -'\�` • _ `"i,:' _ - - / \ O Al B�1MP - \ \ \ / j \ \ \ '! \ \ \ t, I \ \ \ \ \ 1 i \ REMOVE BRICK \ 1\ \ \ \ , \ \ \ i \ n \ \ \ \ I t I I \ / 1 6'GLF C60TRACTOR.TOGOORDTINATE r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i I I I 1 `' i WALL AND FENCEEL�, ATION V A\ A\ V A\\\ 1 A \ V A V A A i 1} i t -I I ^' I/ .'� REMOVE ELECTRIC BOX ® OR ROWER LINE WITH " ��® rAOA�A�A� , �`�� AAAAAAAAA,_ AAAAAAAArr� .G�----1 ►-�p�- �± �A+ �� ►AAAAAAAJ +A:A+A_A vAAAA AAAA'� eAAAA rAAAAAV ♦AAAAA AAAAA 1AA�♦AAAAAA 3eAAA�AAAAA AAAAA AAAAA♦ AAAAA AAAAA♦ AAAAA♦AAAA i♦AAA AAAAA vAAA♦ ��1AAAAAA �AAAAAAA OAAAA�� iAiAiA ►AA �+SAv:A AA \ I '�,_ MON (F) I @2.4' I I BERKMAR DB 166 ZONED R6 TAX MAP P CURRENT "SHWGROUP ARCHITECTS I BNCINiLRi I PLANN■R! 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 ' ____ _- __ - __ - G Q CRAIG W J, KWARS9 � SJo. No. 0402048507 .ate 3/a7/IS ROBERT F. \ & GI ADYS E DB. 2097, ZONED: R6 RI SINGLE FAMILY TAX MAP PAR CURRENT USE: F ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 11 CA RRiA GE GATE, DB. 2366, PG. 30 AG NOR HURT ZONED: R15RESIDE MULTI-FAIM?LYRESID ELEMENTARY SCHOOL TAX MAP PARCEL 4 RENOVATIONS AND CURRENT USE: AFAR ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16.00.101 IFB #2014-05011.41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE! V ® 30' 0 2012 SHW Group \ \ \ \ \\ \ \ \ \ \ \ ( \ \ \ \ \ \ \ i I{ I I I I AND CHAIN LINK FENCE i PROPOSED sTORfviLi \ \\ \ \ \, \ \ \ \ \ \ �\ \ \ I� \ \ \ I i 1 I I I7REMOVE MOBILE \ l i A I t I I I' CLASS ROOMS AT REMOVE 2 BUMPER 11 (.> \ v \ BLOCKS w > \ \\ \\ \ \ \ \\ \ \ \ \ \ \ \ 1 I I 1 i I END OF PROJECT \ \ \ \ C \ \ \ -% t I , I I I t REMOVE CANOPY CONTRACTOR TO COORDINATE \ \ ` \ \ \ C \ 5 / =95�c AND SIIDEWALK THE RELOCATION OF GAS AND _--.---- I \ \ I. w 1 \ I i A, 1 �l 1 ,1 1 i �i ! `. tV V \I \\ \\ V A\ \I \ \1 \\ \V \ I I I I I I I I , i � I /.___ \ ; PHONE LINES WITH BUILDING 1 \ , V v v A v v v A„ v 1, 1 - t I ` 1 ADDITION 1 / I 1 1 v'11 \ \. \ \ V , V A\ vV A I\ v 't t 11it i+, I I ! SA1 U�. v v v v 1 i vv ��vv v v v\ v I v v\1v v v ';At,'''I I 1 j i MOVE SIDEWALK \ �t' _ v v \ \ t' I II I J . \ v \ " , , \ I v I - �- a \' v vv v v \ t I \ \\\\ \ \\ \ E \ \ , \ \ \ � �' \ ! \ \ \ \ \ ; t \ RELO ATE I I I 1 I I \ \ iv v v \ v v v1 v A { 11 , v J I , \ , 'i ' \ t I , 9 1 REMOVE SIGNS _ -- - - I I Jj _ 11pp I ` I I v A -, V A A V 1 \ , A , A A \ , '"'y I ., . `; , ', ,. V ' + 1 - _ i _-____- Si qc Asp. , ` I I 1 1 , v v v. � y 1 I v v v 1 i, I, s v -- - - i I T L.__._.a' 1 i ` �,_._, '1;` - - U SAWCUT ASPHALT / I v \v v 1 1 \ I 11 v'+ t _. o -- �t d , -- -- c5 - - AND / 1 \ I 1 I \ \\ ty 1 , \\\\\i 1, I\ V \\\ \ 'd '�; _ t 4 \\ s'` �� ,..I - _ ..�.- -9- / ' /-� I v lI�t,1,<i"7 / w "+.. T!� II I 11 i i I6:n I \! �, �ln'I"'\ \\lI \\I \\ \\\ \\ ':js ;:.1 i "^ \ - _. - \ \ (,/ _. ._. _-__/_._.-. f`. .� f/ / 1 ' t} jt t `� ':1 t ,�\ ,w ` % / I i I ( �1 I /+ti'C()l<f (�) i \ \ \ \.� \ \ \ �\ , , : 1 I \ I_ i 1\ - f. 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' j Y J .� I _ - /. \ ' -,, , ` y , \ \ \ ` SAW CUT AND \ / THE ADdUSTMEIV f„OE UGP WITH ' 7ri . !r w - 1 / \ ' / l . y 1 J 11 \ \ CRITICAL SLOPES \ \ \` 1 ` ` \ REMOVE CURB11 '�6�0 �EDt3RADa - �. / z ,. %/'// _ , \\ \ \ 40 - ' \ ` ; , ! \ \ \ t ; ✓ _ tf, xj, / ,' , CRITICA SLOPES TO BE DISTURBED \i\ REMOVE PiPE TO ALLOW' - / r / / X�' /..,// ./ , C'BORDINATE RELOCATION - I \\ � \,' \ 1 i I N I TI � INFO B Y r-` J J� ' r r, ( ' REMOVE TREE �^ z \ \ , \ \ w I I I---1_.„_� \ � / / � - . �- �"- ' ,1 L I,i PROPOSED GRADE � \, I A \11 _ _, \ \ t --_ 4� f /' . / SAWCN�ASPHACf- '_ - ""/ . , '�/ \ ,- / ' - �f : v _ �_ -- - REMQ_rIE SID Wt 6 _ _- A A 55r .AT-t1EAREST.,,L01NT - r-7 ' <- G / _- � A w �.. - - - , _ _ vE __ ._' - - _ _ v -,_ : _ _: _� - - '1Lgn , , ./�' NPO SCALE 1"=30' _ _ 1 y . A , . __._ _ .._ ._... _.._ � V v v - ,G . _ - ." ' - r - - TYMAC PARTNERS, LLG 3 8 t v 1.�° - ;. _. Wes, __ _ A SAWCU ��HALT ' t� /- ; . l IIIIIIIIIIIIII _ - - _ , , v _ _ _. _ :: _ �, - v �y- y yg� �s� > J` ZONED; Ci COMMERCIAL 0 r _ ` _ _ \ \ \ -- � \ \ _R y i`>f TAX MAP PARCEL 45-91A _ _ . -., _ OVE SI _ _ �, E - L __ _ -_ ` \ \ , a \'. `, - - -\'�� \ \ \.. �.G-Y h\' `M- - r CURRENT BUILDING \ ^� \ \ 7Q - _ - , _ - % ' r G. y 1 ENT USE' OFFICE BU NG \ \ a` `'.w� .- -_„'\ \ \ \ w'` _-,F_...- \-,..,,�....Jv^ rw^ �,,..' r ,s ,. _ - ^^-/r _ " /1. .c:' \ \> - ; \\ 1 l \:'/, / ;i/ __ -�-_ am„' - \ \ \ \.< _ ^h.,-G'ac-` \ :�,, ... j li 1 �,„ / , -r;,,: r I -I •/`" - ..-/ %''/� �`' f r' / '/fi'(� v :,' \ \ \ 1 % /// l �,� z--�``�.. \ _ ---'4. _ \. _ _ ` \ ,,.1"` ` I I _'S.�",a`- / / / I/ / ,,,. _ 36P / -' r y / 021 - Y _ r 1 2 3 4 1 6 1 8 1 7 1 8 I 9 I 10 ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/201 RC V Ioru PCR 1 UmilV CIN I J Vl+taulzul l+ REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 06/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: DEMOLITION PLAN SHW Project: C2ml 3113.008.00 1 2 3 4 5 8 7 8 1 9 1 10 H G F BENCH MARK -- . _ u - -- -CP PK NAIL WOWBUE 1489108.33 —�,r- W_ .A.__ - ELEV 599.62 2. . W 50 - . _ _.--._. a Q- . _m �i 1}/l�" RD INV, 56�70 I ; 4" SANITARY LATE V WITH CLEANOIf INV 563. 3 CLEANOUT ' CLEANOUT 2 4" DIP VDOT STD. f � •' � , ' �� ''� TOP: 567.10 INSULATED TOP:565.55 HANDRAIL CLEANOUT6� INV: 562.78 PIPE INV. 563.61 i TOP: 565.55 O 3 6" RISERS I INV: 563.73 a a � a a a _: (3) 6" RISERS i' 4 , gr SAN SAN ° /. c 25, �r CLEANOUT 4A I / a a TOP: 567.19 INV: 564 45 i 200 BE '/ �✓ a Ia a � � 5' MIN � TIE TO EXISTING / t- a GAS LINE a c a 4.. 44 ., �_ _ -• a ii a s 4_�a �2.5ANDS a / A- 44rnc a 14 a5BENDS a� .q c NOTE: WATERLINES TO 4 a / BE KEPT A MINIMUM CONTRACTOR OF 3' BELOO W GRADE TO CONNECT I C . a TELEPHONE i c�i uta� LINE TO TIE SANITARY a Q a G G EXISTING TO EX. 4" DRAIN 3 CONNECTION INV 562.50 CONTRACTOR TO VERIFY EXISTING LOCATION OF .� /� 0 10' 20' ; f=LFG' Box4 REINSTALL FENCE AND GATE BETWEEN SHEDS (FOR THE RECYCLED MATERIALS) RELOCATED SHEDS Ovh E �„r.d _ EXISTING 6" ISOLATION VALVE r i ------------- FLAG POLE CLEANOUT 4" SANITARY LATERAL INV 564.45 1 Gi 12' W.' 8 J a 1 TIE TO EXISTING `.. PAVEMENT (TYP.) -, t-1 " '"'' �- ____.__ ASPHALT9'0°" END �. 6"W :• ,:.. .... SIDEWALK . _ CO)VRETE SSID5INALK 450 BEND CUT AND CAP 8 1"AEXISTING SLEEVE AND WATER LINE O VALVE t , ' 3."s �" '.,,yys •i .r z Wit, ,r r' ; T>✓"-rn . � EXISTING 6' DIP 10` FIRE HYDRANT ` ' t + ; � ' � � •`� ` �'� � � •� WATERLINE ASSEMBLY I 4" GATE VALVE 7 CONTRACTOR TO 4" THREADED PLUG ENSURE POSITIVE COPPER TO VAULT DRAINAGE OF 4" 90° BEND" ®PE FROM METER 2" METER ,, � e� 3� �i, S4i p^,S •. i�+: m*�*,'rw fit"' .`�` s , z CONTRAGTORTO COORDINATE THE r "� f RELOCATION OF GAS AND TELEPHONE LINEn , s rr � , CCINCRETE SIPE1%y/AI �C , `G g 5 FIRE DEPARTMENT RONNIE45 BENDS FIRE �t`ti SIAMESE CONNECTION SEE INSET THIS SHEET .::....• . • \ _ (2) 7" RISERS ADJUST MH RIM TO 564.68 EXISTING TRANSFORMER TO REMAIN TIE TO EXISTING TIE TO EXISTING PAVEMENT (TYP.) PAVEMENT (TYP.) -� TIE TO EXISTING r>ss M ro ___. E�iT PAVEMENT SEE - PAVEMJOINT`" " �_ liavG�t?o.4cr DETAIL (TYP.) ........... CURB TRANSITIONS 6' CURB CUT - w� WITH 5' CURB RELOCATED TRANSITION BASKETBALL GOAL EITHER SIDE (WITH FUTURE 14'x14' ASPHALT PAD BY OWNER) 1 oO PLASTIC RETAINER I 6' CURB CUT WITH 5' CURB TRANSITION EITHER SIDE 6' CURB CUT -. WITH 5' CURB TRANSITION EITHER SIDE oO �t �\ Proposed Location of new emergency generator. 16 t= RELO ATED SHE Of -C / / y solap —� C o- TIE TO EXISTING 4 :ryrr • / l'ci - culls :•:..:.•:•..:•.:.,::` _ fr..::.::.:..::..:..:..::.::..:.:: $............. . " t �\ �. i � F'.r.. '_'_ :: ^'•_- #,.".`fg`k�,+ -gym kq. .. ... .. ... ... d.. ;i v^i; � ./ i i�'�`.. i 1 I ..»�j^=.�+=1_'-T:rass 5^td IdyY,_'f'._.-'R` ..` cJi� +•f r'{ / �_ l �, �. }. i �,.-�-w.rs�.�� - ..._.�..,L � n." �'2 x ,%��. _ .. _ = TRANSITION CURB FROM EDGE OF PAVEMENTySEE DETAIL- t X_ �IE^ tO-EXISTING ov SIDEWALK ,•,, _ "SHWGROUP ARCNITICTS I ■NOINBGRS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 3WOW. r, KOTARSKI Lio. No. 0402048507 ARCHITECT NAME REGISTRATION # 1113/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS e OUrity Public Schools WATERLINE SEQUENCE OF CONSTRUCTION AGNOR HURT 1. INSTALL 6„X6„ TAPPING SLEEVE AND VALVE (VALVE TO REMAIN CLOSED UNTIL PRESSURE TESTING, CHLORINATION, AND ELEMENTARY BACTERIOLOGICAL TESTING IS COMPLETE AND PASSING). SCHOOL 2. INSTALL NEW MAIN, FHA, AND METER VAULT, RENOVATIONS AND 3 REQUIRED NEW WATER MAIN.QUIRED TESTING AND SAMPLING ON THE ADDITIONS 4. ONCE ALL TESTS PASS, OPEN THE 6" GATE VALVE AND BRING THE WATER MAIN INTO SERVICE, 3201 Berkmar Drive, 5 INSTALL NEW NEW WATER MAIN ER METER AND SWITCH SERVICE TO THE Charlottesville, VA 22901 6, CLOSE EXISTING GATE VALVE BEFORE THE TAPPING SLEEVE Agnor-Hurt ES Addition - VDOE #2-16-00-101 AND VALVE, AS WELL AD THE 6" GATE VALVE ON THE TAPPING IFB #2014-05011-41 SLEEVE. 7, CUT AND CAP EXISTING WATER MAIN. D 8. OPEN BOTH 6" GATE VALVES. DRAWN: J. WILSON & J. SHOWALTER 9. REMOVE EXISTING S LNG WATER MAIN WHIC H CH IS NOW OUT OF SERVICE. CHECKED: C. 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I- - ---_._ ..-. - f BERKMAR LAND' TRUST 08. 1680, PG, 660 ZONED: R6 RESIDENTIAL TAX MAP PARCEL 45-91C CURRENT USE VACANT RESIDENTIAL ROBERTF.SCHMUNK & GLADYS E, SCHMUNK • DB. 2097, PG, 285 ZONED: R6 RESIDENTIAL SINGLE FAMILY RESIDENTIAL TAX MAP PARCEL 45-9ID - 6' CURB CUT CURRENT LISE: RESIDENTIAL FLUSH WITH GUTTER FLOW LINE �- 6' CURB CUT FLUSH WITH GUTTER FLOW LINE SEE SHEET C6.4 FOR DITCH CENTERLINE PROFILES '$pq O+• �0� PQ �� CHANNEL --""-4-�--2 00' SLOPE = 3.1% VDOT STANDARD EC-2 LINED CHANNEL VESCH TREATMENT-1 Tc = 10.9 min. Q2 = 1.38 cfs 010 = 1.62 cfs 2-YR VELOCITY = 3.20 FPS 10-YR DEPTH = 0.24' ROPOSED DITCH TO STIR. 204 SLOPE = 3.1% VDOT STANDARD EC-2 LINED CHANNEL (VESCH TREATMENT-1) Tc = 10.9 min. Q2 = 1.12 cfs Q10 = 1.32 cfs 2-YR VELOCITY = 2.99 FPS 10-YR DEPTH = 0.21' PROPOSED DITCH TO STIR. 112 No Scale "SHWGROUP ANCNITICTe I ■NOINE■Re 1 PLANNIVN6 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 G O CRAIG W. rKI Lie, No. 0402048307 r,p 3/a7/I5 ,� ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS OliTlty Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-18-00-101 IFB #2014-05011-41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: 1" 0 30' 0 2012 SHIN Group re SLOPE =1.6% VDOT STANDARD EC-2 LINED CHANNEL (VESCH TREATMENT-1) Tc = 5.0 min. Q2 = 0.34 cfs 010=0.44cfs B 2-YR VELOCITY = 1.85 FPS 10-YR DEPTH = 0.15' .-,,.,,.,.-- II 1.0u• SLOPE = 5.0% VDOT STANDARD EC-2 LINED CHANNEL (VESCH TREATMENT-1) Tc = 12.1 min. Q2 = 1.84 cfs Q10 = 2.41 cfs 2-YR VELOCITY = 4.33 FPS 10-YR DEPTH = 0.34' 10 ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENT / 0/ S 04 3 2014 REVISED PER ACSA COMMENTS 06/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C , SHEET TITLE: GRADING & DRAINAGE PLAN A 104" C&O SHIN Project: 3113.008.00 1 I 2 I 3 f 4 1 6 8 I 7 ( g 1 9 I 10 F F L= A m B 575 570 565 660 555 550 545 2 (Y) v P ^ON �n UiO) vi CNN 'n r ") ¢+ t0.q Go ltn., rn r- � m rn-0)IU rp Ln ��Q co, Ln �Od'Ln pq � r to o m BAYFILTER #2 + Vi S ,di- C+,, N M �.,r, ? M. Muni T� � to = �i 'Or u+.+ S Ln - t+p co -~j 5rw)z RIM 563.02 8�Zmz O> r z a.p F),$z 0 pr4°Z_ CL p nZ O 0 INV IN552.62 99 �O �rj��I¢-Ozo<Oz fn i--' z INV OUT 551.96 (EX3) r r1) i-? r V7 f- _. _ r (fJ i- _ _ r F- _ _ r _ ••• I , I I I , I - I i , 8Hope•. — 130.37' OF 1. ' MIN. w / WATERL11M 15" RCP �� f 84.11 8" 7' OF DPE 4 1.33y° 109 ,50°h 92,05' OF 1 7 L 15" @ _ -TIE BAYFILTER 15 1. p % 15'� 106.33' OF CLASS IV 101 94.99' #? TO PIPE EX3 INV 551.96 ( RCp' @ 1.00% Of 99 15" RCP 1 44.18' f @ 1.25% 15" RC I STR11 - BAYFILTER , #2 cog b y N r N Q m p 0cpp N 9+50 10+00 11+00 12+00 580 575 570 565 560 655 550 545 W O N xM W �a gco 8 = +�j co1,�hlh F- ca r 'One f0"v) mN*y-0�¢a0 miN¢-fo- Ln c? p tn0 +Sgoa O�! Z O a. 13+00 14+00 co LQ VMt�i�a�i�u! O�gto in. zzz0 NyOzii� I " i 1 30 i "R fi j @ 2,67 _ �44 j @ 2.2 1 ; I I I STR 06 - STR 212 !I hhLn 1 6- 9+50 10+00 11+00 12+00 13+00 580 575 570 565 560 565 550 645 14+00 14+50 10+UU lo7uu u�r•�•, 575 570 565 560 555 550 545 18+00 575 570 565 560 555 550 545 540 M M Y C prp t�MN0)0)toLo N caazzz0 N rF0-zzz a 00 �Mpp N C4 �n � BAYFILTER #1 r CL 0 RIM 564.04 t¢- r H0 INV IN 554.92 (403) INV OUT 652.59 (401) r �- wcq�z i I\ CP 2, I \ 6 or OF - �4 r TR 204 STR 4i0 I , I I h t j h I^[! •" 4n K! 9+50 10+00 11+00 g c in I S� NIA n' 00) L � Nm " to 2 iLn Ln r z a p > > > " NH-zaZ �Zzp O N t4H p a ¢a C i rFOzz.�z Ln m r c € v *~ n 31 Go W�t `,$I- drNo z 0- O �<�0 9Ocr zaaOl a0z a N2A f O� 570 570 570 570 565 565 565 665 560 660 580 580 WATE 555 555 555 55502-24 650 550 550 550 9+60 10+00 11+00 12+00 12+50 9+50 10+00 11+00 q" FIBER j WATERLINE TIC EX. GRAD TELEPHONE PROP. OPTIC GRADE i 4 Gam__ " IN. 111 1.0' MIN. "GAS Y ' � 1.0' RI�IN. 2.5" LINE FiRELINE 217A 43.36" OF 63.54' OF �� 3� O� i FIRELI$ R 220 -� STR 21 EX. GRADE PROP. GRADE i 215 .62' OF ' 2" HDPE 1.47% ! i STR 16 - STD 214 12+00 2 3 4 5 8 7 I 8 575 570 565 560 555 550 545 540 13+00 13+50 r O. O N La NNr In Lon t' M,W)Z O MP-z z r CM X N ^ LLY r _ ,C W 1mpNp� CAL 001LO tr) (�r LO 0 `r)Z O 560 560 EX. GRADE PROP. GRADE 555 _ _ . __ .w _ i_ _.. _ _ .._ __ 55b , 550 - — 550 28.86' OF15" RCP 2g6927 03.74% �49(9 Ai j 545 _ _ __ j_ _ _._ 545 STIR 1124 - STR EX5 540 540 9+50 10+00 11+00 NOTE: 1. INLET SHAPING SHALT. BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICA11ONS UTILITY LINES TO GROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5'. 0 ty FuDilc Schools G C 6 21 I PROFILE SCALE 0 10 HsHwGROuP tRC N1.7NQT5 I RNQIN95RO I P4ANNYRf 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22802 P 434:295.8200 F 434.295.8601 �3yp.C"T.FI O:F' ' G G cRA1 w r. xorARsxt � Ltc. No. 0402048$07 3/a7/ 15 ARCHITECT NAME REGISTRATION # 7/13/2014 F ALBEMARLE COUNTY PUBLIC SCHOOLS E AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 IFBn#2014-0 011ci4 ton - VDOE #2-18.00-101 D DRAWN: J. WILSON 8 J. 8HOWALTER CHECKED: C. KOTARBKI SCALE: NA ® 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS O4130/2014 REVISED PER ACSA COMMENTS 06/20/20/4 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/2712015 C B SHEET TITLE: STORMWATER PROFILES A ■ sHW PrnienL 3113.008.09 1 I 2 I 3 I — 4 I 5 I 6 1 7 1 8 1 9 iE H G F E A C A 600 595 590 585 680 575 570 565 I i i ; I EX. GLADE � \ i START INV I ROP I \� ' 590,00 RACE I i `\ TYP. SLOPE 6.0 /o ` i i; END INV j ( I 573.5 I __I i j 1 1 DITCH i TO STR306 O pmW� �t5 1p�� c5 trM� °Q H O O O h h O 9+50 10+00 575 570 565 560 555 11+00 12+00 EX. GRADE PROP. GRADE END INV �_ _5 __...,.. START INV INV 567.00 570.00 END INV DITCH 0 STR 204 565.50 TYP, LOPE 3.1% _ 4 STR 204 DITCH TO I TR112 STR 112 TYP. SLOPE 3.1% 4a. i AND DITCH TO ST 112 ao bIn c�nOi coa 9+50 10+00 11+00 13+00 575 575 570 570 565 565 560 660 555 555 12+00 ,.os 595 590 585 580 575 570 565 14+00 14+50 EX. GRADE f; PROP[ -C GRACE STARTINV 570.00 END INV TY . SLOPE 1.6% i 568.5 i I i DITCH i TO STR30 o co 0 of H � 9+50 10+00 575 570 565 560 555 11+00 11+50 570 CONNECTION TO BUILDING INV 563.83 565 560 555 r 550 CLEANOUT 6 STA 10+02.80 TOP 565.55 INV 563.73 CLEANOUT Tw0 STA 10+80.51 2 TOP 567.00 INV 562.64 EX! GRADE GRADE j I TELEPHONE _ 4" GAS -CONNECTIC14- .._ TO BUILDING 1.0' MIN. APPROX INV 562.50 CONTRACTOR 3 9.50 OF 13.31' OF ,OVERIFY 2.80 OF ---4"i3uctfle-�mpu�e"Tro :29`OF ,`------- 4" Ductile Iron 191.26% 1 20% 4" Ductile Iron 0 3.57% Q L20% g, WATERLINE -- 4" DIP CLASS 52 INSULATED SANITARY LINE NE ADDITION ION 9+50 10+00 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5'. 570 565 560 555 560 12+00 0 0 5l PROFILE SCALE HSHWGROUP ARCNITICT• I ■NCINimRi I PLANNIR• 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 G U CRAiG W. =KOKI Lic. No. 0402048507 .� 3/a7/15 �4 F ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS • E "._)eetmarle CoWity Duc Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFS #2014-05011-41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 06/27/2014 _REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 06/20/2014 REVISED PER VDOT COMMENTS 05@7=14 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B A SHEET TITLE: DITCH & UTILITY PROFILES 1 1 2 3 4 5 8 7 6 9 10 SHW Project: C6A 3113.008.00 I G I h' 3 ALBEMARLE COUNTY REQUIREMENTS AREA AREA SIZE REQUIREMENT REQUIRED PLANTING EXISTING PLANTINGS PROVIDED INTERIOR PARKING 38,460 SF 5% OF PAVED PARKING AREA 38,460 SF ' 5% = 1,923 SF N/A 5,300 SF INTERIOR PARKING 118 SPACES 1 LARGE TREE PER 10 SPACES 118 / 10= 11.8 TREES N/A 17 TREES TREE CANOPY: TOTAL SITE 19.535 AC TOTAL PARCEL AREA 10% OF SITE 19.535 AC " 10% = 1.954 AC ISEE 4.04 AC TO REMAIN EXHIBIT ON L2.0 4.04 AC TO REMAIN PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS PER TREE TOTAL CANOPY ACE RUB 8 ACER RUBRUM 'OCTOBER GLORY' RED MAPLE 1.5 - 1,75" CAL. B&B SINGLE STEM 397 SF 3,176 SF BET DUR 5 BETULA NIGRA'DURAHEAT' RIVER BIRCH 1.5 - 1.75" CAL. B&B 3-5 STEM ONLY 397 SF 1,985 SF QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 1.5 - 1.75" CAL, B&B SINGLE STEM 370 SF 2,590 SF SHRUBS QTY I BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING ILE COM 17 1 ILEX CRENATA'COMPACTA' DWARF JAPANESE HOLLY 24" HT/SPRD I CONTAINER IT OC GROUND COVERS QTY I BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT I SPACING HYP CAL 151 HYPERICUM CALYCINUM 'BRIGGADOON' CREEPING ST. JOHN'S WORT 1 GAL CONTAINER 18" OC PR CRE 836 1 LIRIOPE SPICATA CREEPING LILY TURF 1 GAL CONTAINER 12" OC TOTAL 7,751 SF a 4 Fi ' \ \ 7 T, 0000 go 0000 r (ter_ ''1.. E004% ow n�u igo 00 00 too •" to go 00 41, e � - All u , a HIT L r _._ �sy _ tv � � '•., ._ �. �'• „ ... . .. C. ,' 1, tiaf r. ov f — fir' �F BOARD � t. I3 30VARLr r OLLAP )` BUILDI r NG T 8 wG A i , v , i ON TREE PROTECTION - TYP. P, 5 a U' z 9 a ct iViii NPR S�' SCALE V=30' 0 30' 60, YMAC PARTNERS, L L C DB, 3234, PG. 20 ZCWv D, G 1 COMMERCIAL i AX 4AP PARCE-L 45-3'1A C: URRE;^,17- USE: OrF-JCE 8011 DING 8 1 9 1 10 G F E ANCNITICTI I ■NCIN■BNB I PLANNIRI 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295,8200 F 434.295,8601 a r/� NEAL P. B LicgN0.1628c ARCHITECT NAME REGISTRATION # 3/27/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2.16-00-101 IFS #2014-05011.41 D DRAWN: J. SHOWALTER & N. BEASLEY CHECKED: N.SEASLEY SCALE: 02012 SHW Group A ISSUE: RESUBMISSION 04/30/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER COMMENTS 03/25/2015 SHEET TITLE; PLANTING PLAN SHW Pmjact Ll mO 3113.008.00 1 2 3 4 5 N 7 8 N 10 GENERAL NOTES • 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. H 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 G 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 F 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. CBI 8 f_ County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. The fullowinii items -shall lie Shown art the LM Trees to be saved; Limits of clearing (outside dripline of trees to be saved); 00 Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2, Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. - onstruon Conference; Tree presectirvation and protection measures shall be reviewed with the contractor on site. 4. ntent O ratCal IA. and Storage. Ncavy equipment, vehicular iral'tic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. Soil Erosion and St r r 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. 1. o ie Materials: To materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protectve F�bcr Trcas toued within 40 feet of a prdposed building or grading activity shall be protected by fencing. Fencing in place and shall be inspected and approved by a County Inspector prior to grading or construction. n; When the ground level moat be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 30. e W 0s: 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. I1. "r o hi an 'Ilmnciing; When trenching is required within the limits of clearing, it shall be done as faraway 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, cite up: Protective fencing shall be the last items removed during the final cleanup. 13. Qatnaged 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 o cnr,ro z•rn nwmo CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page i of 1 MIN. 36" AMENDED CLEAN/ TOPSOIL 1- 9'+ PARKING LOT ISLAND (TYP) PARKING LOT ISLAND MOUNDING � � t NPp 63 SCALE V=75' 0 30' 80' 1LCH LAYER 1 SLOPE MAX IRB (TYP) RKING LOT (TYP) GENERAL NOTES: • CONTRACTOR TO REMOVE ALL SPOILS, GRAVEL AND DEBRIS LEFTOVER FROM CURB POUR PRIOR TO INSTALLATION OF AMENDED PLANTING SOILS. ENSURE THAT INTEGRITY OF AGGREGATE BASE FOR CURB IS RETAINED • COORDINATE ELEVATIONS OF ANY LIGHT POLE BASES 8, GRADING - 15'+ PARKING LOT ISLAND (TYP) � �l INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 OF BALL SHRUB PLANTING DETAIL 1 LlAT ww A. NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES, REMOVE TAGS, LABELS, AND PLASTIC SLEEVING, DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y 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 ADD AMENDED/ CLEAN TOPSOIL TO ACHIEVE FINISHED GRADE OF 12"-18" ABOVE BACK OF CURB ELEVATION MULCH LAYER 4:1 SLOPE MAX CURB (TYP) PARKING LOT (TYP) REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS EW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE WITH RUBBER HOSE, 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 4-8" 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 "SHWGROUP ARCNITICTI I INOINIIR• I PLANNIRI 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA22902 P 434.295.8200 F 434.295.8601 ,�V Nu Ttl tJ�,,77 (?4NEALP. /ICIB G Lic.No.1628 M(N1PP. AR 1�\ F 1= ARCHITECT NAME REGISTRATION # 3/27/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00.101 IFB #2014-05011-41 D DRAWN: J. SHOWALTER & N. BEASLEY CHECKED: N.SEASLEY SCALE: 02012 SHW Group C B A ISSUE: RESUBMISSION 04/30/2014 REVISED PER COMMENTS 03/27/20 COMMENTS SHEET TITLE: LANDSCAPE NOTES AND DETAILS 0__RECIDUOUS TREE CANOPY EXHIBIT TREE -STAKING SPECIFIED NOT TO SCALE 1 2 3 4 5 6 7 8 9 LIO 10 SHW Project: 3113.008.00 1 1 2 0 4 5 6 1 7 I 8 1 9 10 t:1 G' F E �•7 C S A D-Series Size 2 LED Area Luminaire ^ 1.. Introduction d"series The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessiy with its Specifications environment. EPA. 2.0 fe The D-Series distills the benefits of the latest in (4.19w') WI LED technology into a high performance, high Length: a a - efficacy, long -life luminaire. The outstanding fi0i photometric performance results in sites with Width: (38.15� L excellent uniformity, greater pole spacing and 7-1/2" lower power density. The Size 2 is ideal for Height: -_ N . replacing 400-100M metal halide in area lighting Weight 391ba applications with energy savings of up to 80% (Mae): o77kg) and expected service life of over 100,000 hours. ' I T � ° Mla EXAMPLE: DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD DSX2 LED D5X2 LED530 53OmA 30K 3000K T1S Type i Short sill Sh(ppedinduded Shipped(nstaWd Skipped Installed DDBXO Dark700 7100cloo 700mA 40K 40WIP T2S Type11Short 1203 SPA Square pole PER NEMAtwist-lack HS Hose -side bronze 1000 1001 SOK 5000X T2M T Il Medlum 208a mounting receptacle only(no ronBds)WT8 shield" DBUXD Black i7 wl T35 T�III Shan 2403 RPA Round pale DMG 0-10V dimming driver Utlilty rermiral Nock" DNA%D Natural aluminum T3M Typelil ,memting 277 WBA Wall (no controh) SF Single fuse DWHXD White LEDs (four Medlum T4M 1ypeIV 3474 bracket D01 Dimmable and comrd- table via ROAd-i1s; (120, 277, DD1= Textured engines) Medium 4801 xvmm Squarepole controls) I 347V)Is darkbarrl2e RotatedOF universal DS Dual DouNefuse 081.10 Textured OPW TFTM Forward Throw Medium mounding ado tors MAP Motion sensor, 15-30' (208,240, 48OV) " black BBC mourning heigN" DNATXD Textured (four T5VS TypeV%y RINUMBA Round Not BW TLS Tod-less011 bigger latch '6 natural engiras) Short unhassai dirmMns 30%du,i g' aluminum T55 TypeVShort mounting adaptor' BLED 81-Ie+NswitchedPD L90 Leh rotated optics' DWHGXD Textured 75M TypeVMedlum dimming, 50%' A90 Right rotated wiate TSW TypeVOthe optics' __.•__ - - NOTES -----„'-_ - Template#8 Ta of Pole DSX2 shares a unique tldXingpattern Wth rile AERIB"2famh' Bpaffy ft 1 Available wRh BO LENMOC option) only tlrMrgiutam when JPe6d7alp note, per the table below. 2 Canappuu Wth4DIDW40x)waidatheInterest leadtimes. Coaultrwtory I. 3 WOK (30q and SWO Oosh load bma. ege-a 0.563" INAINS Single 04 911128118 tat elr4 3 MVOLTdrhwapereta Sawny 8ne vclaga horn IM27N(50/60 Mon. Sp.* 120, 8M28A6 28t 1a0° OM30AS 3at or 208,240 of 2" opboa only when orckfiy with fusing OF, OFopdanO 1.325' 2.650" (3 PLC5) DM4us 4of or OM32AS 3at 12r 4 N/A DMG,BL30,BUK,WTS er T.S. AU., N/A 100(enAwkh 05 or OCR. 5 Aw.Wossanswsawmbnafibo 4na.,y PUMBA(Arou . faamP21: SSA 204C BA11BA8 DOHXD b PhoacelloMndand ShKoad a eeeperoe the temfro,nAculty Brand, Canada. Sasaesaorka Namiabkwith D5op11w. 7 Na aalleble with 347 or 48DV. Visit uMOnia �ghnngY '::' roses wnvndeaskcnen of 8 Spodfin a ROAMO..Had lumin. te Moth 0.1OV doorml gupabuty; PER Zoo Controls & Shields aria, 9ccessoas adaducefaal tools, 'Roulydpok top munha 32a°O.O.mMimum. required. Not available with 100e11A 347Va IODDmA4aMditional hewa% aM aM<a regvirvd fa ROAMO dspkymaD mat W purchased eepparaWyy. Cell N4/27i 1C Phls& SLhiel117P271w" •'FwwunApdemounbng (RPN onIF L8064886795 oremail:,de,eroamseMaeat.Na evukbtewkh PIRN, O5, BL30, OLSO, or TLS. DLU01.501JU Phot"-SSL MDMoftD47y1" 9 Prowd.e SD/SO lumkaln opf bin bravo hidepaldent driver, on two sepvaa oLL4a0P15(UIJU Pearson- SR MM40A Neral" Onvla. N/A with PER OCR, 4I tr WfB.NiAt00LmA, 347Vor IOW.A48P/. S(u she"Ingap9 DSx3 WINK NdaealdesAld6fae8t81olt we Tenon Mounting Slipfitter /0 Requlre,aneddNand aMNhed Nna. 11 Spedwadw:;,� ', Dimming drivarstarldad. NotaaN rash OCR, OS,TLSaWre. • 09DNS100CU NaaMldeshN10M100teaR y PIIMg,L00Bx0U' Squaremdroun6 .. i, .,..., .. yr 12 Dimming driver sanded.III only, Not avelese, whit OCR TLS or won. p. pokunheasdlwunnnp pg E318. pg,Pp.l90 A3140i9G NIP N/A N/A NIA 13 ArmawlabNee a soperaa acoaory; Die Aasaorae lnformadon, brakt OpolPnbh) 14 WtB not.41.1alewRh BL30, BLS0, OS, or PROM, WA 347Y or Onto. 3 Ai/B• AM5190 AMINO N/A WWII N/A NIA 15 NnRle one OF) nqulwe 120,277 or 347 vdag, Son.. Da&a fua(OP)r4quio, 2� 2•0ar4BOvottge Fo,mae connol opllonY War`: mdr.¢. anima. N95 4` AIN A513520 A6f3645) AST35320 41353M AST83iBfl option. ib WUh TL5 0, the lumineire Is no longer IP65,rod. Not"table with 8130,$00, OCR or PIRN. N/A 347v ar48Uv. 17 ReopoalumMela to be epe6fi4d Mth PER Non, Ordered adsh1,Pedesa ,eparoq pna tam aam AwryBr-6 cantnl5 For 100kM M7v or48M PER, must =9P cedar DLL127F 15 4U - SSL twiasbd (120.277N a the "Peace b woad fA,,41r 4aVV1A One Uthonis Way a Conyers, Georgia 3OD12 a Phone: 800.279.BD41 a Fax: 770 9181209 a -. • . t1A5PHr VA7 0 2011.2013 Acuity '4,a! Brands Lighting, Inc, All rights reserved. Khristopher Taggart, Digital Signature Approved Plan January 6, 2022 EXISTING RELOCATED ALL NEW (F) pROUNE Z w ¢a QW 8' x 10' FRAME SHED (2) MOBILE CLASSROOMS (23.5' x 36= to Do to to b.0 no to to to to D.0 to no to D.0 to to to to t0 t3 b., t0 t0 to to to to no to 0.0 D., W 0.1 al t, ti to D.0 to to A D.o a0 Oe Q1 D.I AI b.t b.f It WOODBURN ROAD STATE RTE, 659 b,R a3 0.2 b.1 to D.0 50' R/W no be 0.2 Q bs Us Oz IS IRqN D.0) D.1 4, 4 0.5 AS b b.l b., AI to U1 Al b3 .5 or or as D.+ b.3 0., n1 to 9a o2 U2 US B 9.7 9. It.. .2 MOBI, (F410 US 4S 5 11 1.4 113 2 0 V. be .2 0., W to 0-0 f-EXISTING LIGHTS TO REMAIN-TYP. 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P 1.7 ] 2..1R.91 R.]) R.} R14 �., 4 r 1.31D., 25 2 D. aye B .5 ,'c, 4 29 93 1 19 A D2 D3 QR�PER\ Proposed Location of new s , , By D" 9 . �.] �. t.] t7 1., I's Lv] .7D' O D'%1 10 M9 45 t0 %7 20 t5 to 1.8 IS 24 22 2.3 14 1.3 ,0 1.0 2.4 or 2A IS 12.7 R.7 1A S.0 .9. .8 A2 Oemergency generator. 4 a .5 2 0 T R0 t4 RS 17 1 117 OB 1.1 16 2, t2 L4 t4 3 1S t4 4.7 4Ailaq7 t2 38 13 14 49 t2 40 2z to 17 16 19 16 14 15 10 20 R1 20 22 25 17 S2 4 1 bs b. 28 13 to 2J 1.8 1.3 D.7 0.7 1.2 1.7 2.3 1.6 13 27 A t1 1,5 4.3 1,56119 1] 1. 2 A he I'S 1.3 .o to to 19 11 1.0 1.0 0. D.4 - Tim �i1 11 3 A 2A 24 Y.0 1.8 I. b. ] .1 L9 1.8 4,4 2.6 2, 1 23 D.S 18� ®.o US S. 1. 4 .1 .9 A 1.9 n b,] a Us 1.1 .a to US ya0SD.1 2. 2a ns SE 8 L2 29 2.7 27 1.5 28 R9 IS 1. a7 DA 42 US D.2 b.3 a3 b. US III 0.1 to to tt.o 0.1 bye U.S .o eel De 0. be to 1 .0 1.3 IS 7.5 T. .0 1.0 21 1.9 1 2.6 .6 I a US A2 b., U, b., III III D.3 W b., 2.1 1.9 .a 11 1.7 1.4 be 0.4 bA b. .1 0.1 Ut �+ }�J 1.1 .0 A7 a8 t9 b, tt rat W or ea BRICK a SIGN a ti."u1 VE 2ia1� a� Sfi' say TYAeYt W e e e 0 0 a LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts Area Luminoire, 10OW ONE 100-WATT CLEAR E- ❑ B 4 KAD 100M R4 HS MH, R4 Reflector, Full -17 METAL HALIDE, KAD_100M_R4 8500 1.00 140 D Cutoff, Houseside Shield HORIZONTAL POSITION. -HS.ies MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA DSX2 LED 100C DSX2 LED W/2LARGE & 11 D 8 700 50K TFTM 2 MEDIUM LIGHT LED DSX2-LED-10 Absolute 1.00 218 D MVOLT HS ENGINES, (2) 700mA OC_700_50K_T 50K DRIVERS, 5000K LED, FTM_MV TYPE TFTM OPTICS, HS.ies WITH HOUSE SIDE SHIELD DSX2 LED 100C DSX2 LED W/2LARGE & 11 E 9 700 50K TFTM 2 MEDIUM LIGHT LED DSX2-LED-10 Absolute 1.00 218 D MVOLT ENGINES, (2) 700mA OC-700-50K-T ,DRIVERS, 5000K LED, FTM_MVOLTJ TYPE TFTM OPTICS es DSX2 LED 100C DSX2 LED W/2LARGE & 11 J 3 700 50K T3M 2 MEDIUM LIGHT LED DSX2-LED-10 Absolute 1.00 218 0 MVOLT ENGINES, (2) 700mA OC-700-50K-T ,DRIVERS, 5000K LED, 3M-MVOLT.ie TYPE T3M OPTICS IS AS SITE LIGHTING PLAN At EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min BUS DRIVEWAY + 0.7 fc 4.3 fc 0.0 to N / A N / A BUSLOOP + 1.8 to 6.7 fc O,0 to N / A N / A SIDE + 1.2 fc 5.3 fc 0.0 to N / A N / A FRONT + 1.6 fC 5.8 fc 0.0 fc N / A N / A PLAYGROUND + 0.6 to 6.5 fc 0.0 fc N / A N / A o O p O ' I I I I cc O r SCALE: 1 /16" = 1 a-0" � M 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295,8200 F 434.295.8601 G SIMMONS, ROCKECHARLIE & PRINCE INC. Mechanical and Electrical Engineers 8416 Glazebrook Avenue Richmond, VA 23228 phone: (804)262-7323 fax: (804)262-0021 website: www.srpeng.com JOB NO: 13061 F ALBEMARLE COUNTY PUBLIC SCHOOLS 0 AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VOOE #2-16-00-101 IFB #2014-05011-41 D DRAWN: TAR/DKN CHECKED: TAR/DKN SCALE: As Indicated ® 2014 SHW Group ISSUE: COUNTY COMMENTS 04/15/14 100% DESIGN DEVELOPMENT 01/20/2014 90% CD REVIEW 03/14/2014 95% CD REVIEW 03/27/2014 C B -KEY PLAN (NITS) SHEET TITLE: SITE PHOTOMETRIC PLAN A SHW Project E402 3113.008.00 1 2 I 3 4 I 5 6 7 8 9 1 10 a ly �,. Nn�oynarTeegaq Dq�l Srenotum -1 MP — Plan January e'2MSHWGROUP m_oEn ....ems zY U. m T� Y m r T Y r x "IN run t 000■o S�! M to �..tsrtin. Y n ELENENTARxsN PDN RENWANJD TbNE 3201 eeMmarome CNSIWeeM�, VA3�f A902