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HomeMy WebLinkAboutSDP202100068 Plan - Submittal (First) 2021-08-13CONTACT INFORMATION PROPERTY OWNER: COUNTY OF ALBEMARLE CONTACT: LANCE STEWART TELEPHONE NO: 434-296-5816 x3409 EMAIL ADDRESS: LSTEWART@ALBEMARLE.ORG DEVELOPER: RIVANNA SOLID WASTE AUTHORITY CONTACT: PHILLIP MCKALIPS ADDRESS: 695 MOORES CREEK LANE CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-977-2970 EMAIL ADDRESS: PMCKALIPS@RIVANNA.ORG ENGINEER: DRAPER ADEN ASSOCIATES CONTACT: E. CAMPBELL BOLTON, P.E. ADDRESS: 110 AVON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: CBOLTON@DAA.COM SOURCE OF SURVEY: DRAPER ADEN ASSOCIATES CONTACT: CHERYL STOCKTON, L.S. ADDRESS: 110 AVON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: CSTOCKTON@DAA.COM PROPERTY INFORMATION PARCEL ID: TOTAL ACRES: ADDRESS: OWNER: ZONING: OVERLAY DISTRICTS: MAGISTERIAL DISTRICT: WATER/SEWER: FRONT SETBACK: SIDE SETBACK: CURRENT USE: PROPOSED USE: SITE INFORMATION TOTAL DISTURBED AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA BASE BID: BID -ALTERNATE: DEDICATED FOREST/OPEN SPACE AREA: REQUIRED PARKING: BID -ALTERNATE: PARKING PROVIDED: BASE BID: BID -ALTERNATE: 12100-00-00-082A2 7.0 ACRES N/A ALBEMARLE COUNTY RURALAREAS ENTRANCE CORRIDOR SAMUEL MILLER PUBLIC (ALBEMARLE COUNTY SERVICE AUTHORITY) 75 FEET 25 FEET VACANT CONVENIENCE CENTER 1.45 ACRES 0.0 ACRES 0.67 ACRES 0.93 ACRES 3.5 ACRES 1 SPACE PER CONTAINER' & 1 EMPLOYEE SPACE `MUNICIPAL SOLID WASTE COMPACTORS NOT COUNTED 12 SPACES 19 SPACES 13 SPACES 23 SPACES RESPONSIBLE LAND DISTURBER (RLD) I HEREBY CERTIFY THAT I AM THE RESPONSIBLE LAND DISTURBER FOR THIS PROJECT AND THAT I HAVE A VALID CERTIFICATION FROM THE STATE OF VIRGINIA SIGNATURE CERTIFICATION # NAME (PRINT) DATE NOTE: CONTRACTOR TO PROVIDE THE RLD NAME AND CERTIFICATION NUMBER OF THE INDIVIDUAL OF RESPONSIBLE CHARGE PRIOR TO CONSTRUCTION. INITIAL SITE PLAN SUBMITTAL F��A SOUTHERN ALBEMARLE CONVENIENCE CENTER ALBEMARLE COUNTY, VIRGINIA VICINITY MAP ALBEMARLE COUNTY, VIRGINIA 1" = 500' PROJECT DESCRIPTION THIS PROJECT PROPOSES TO CONSTRUCT A CONVENIENCE CENTER IN SOUTHERN ALBEMARLE NEAR KEENE. SITE WORK WILL INCLUDE CLEARING OF TREES, GRADING, A COMMERCIAL ENTRANCE, AN ASPHALT PARKING LOT, CONCRETE PADS FOR RECYCLING CONTAINERS AND COMPACTORS, AND AN ATTENDANT SHELTER. THE ONLY UTILITY ON -SITE WILL BE ELECTRIC FOR THE COMPACTORS AND ATTENDANT SHELTER. A BID ALTERNATE IS INCLUDED WITHIN THE PLANS FOR A LARGER FOOTPRINT OF THE FACILITY FOR FUTURE GROWTH. � Q � An,% NOTE: CONTRACTOR TO CONTACT VA811.COM, DIAL "811" OR 1-800-552-7001, AT LEAST 3 WORKING DAYS IN ADVANCE OF PLANNED WORK. ORIGINAL DATE OF PLANS J U N E 10, 2021 DAA PROJECT NO.: 2100656-03 These documents, including drawings and specifications, were prepared by Draper Aden Associates, Consulting Engineers, pursuant to a contract by and between Draper Aden Associates and Rivanna Solid Waste Authority with respect to the project described in said contract. Any reuse or modification of said documents (whether hard copy or electronic) without written verification or adaptation by Draper Aden Associates for the specific purpose intended will be at the sole risk of the individual or entity utilizing said documents, drawings and specifications and such use is without the authorization of Draper Aden Associates. Draper Aden Associates, Consulting Engineers, shall have no legal liability resulting from any and all claims, damages, losses, and expenses, including attorney's fees arising out of the unauthorized use of these documents, drawings, specifications, reports, and studies prepared as a result of the aforesaid contract. Sheet List Table Number Title C0.0 COVER SHEET C0.1 GENERAL NOTES C1.0 TOPOGRAPHIC SURVEY C2.0 SITE PLAN C2.1 SITE PLAN - BID ALTERNATIVE C2.2 ENTRANCE SIGHT DISTANCE C3.0 GRADING PLAN C3.1 GRADING - BID ALTERNATIVE GENERAL LEGEND PROPOSED Limits of Disturbance 5' Contour 540 1' Contour 542 Concrete Curb Bollard C Sign Handicapped Striping Underground Conduit UGE Electrical Handhole 0 Concrete Asphalt Building Conserved Open Space 0 0 0 0 0 THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: KAITLYN M. BARGER, E.I.T. aid PROJECT DESIGNER E. CAMPBELL BOLTON, P.E. C 10TAW 6110121 NAME: PRINTED SIGNATURE DATE PROJECT MANAGER 1 KELLEN M. JOHNSON, P.E. 6110/2-1 NAME: PRINTED SIGNATURE DATE QUALITY REVIEWER U c t Z m Z m' m L (a y �' •� T L Q: O 0_L � Z R` Ice)N J > O W C C a E Y E o � o N N • m m N Fi N � O Y i f1 X � j j lL 'mp o w o w o0 to v M LLJ 1— Z L L] U L L1 U Z L L1 Z L L1 Z O U Z O L L] c) J Lu W L L1 °JJ m Q J Lu LLJ Q W LU Z Y C/) LJJ Q 2 � LU Z O O 2 U Cl) w REVISIONS DESIGNED BY: DAA DRAWN BY: KMB CHECKED BY: ECB SCALE: N/A DATE: JUNE 10, 2021 PROJECT NUMBER: 2100656-03 CO.O i GENERAL NOTES 1. DIMENSIONS AND RADII ARE TO FACE OF CURB AND TO OUTSIDE FACE OF BUILDINGS, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. 2. THE OWNER SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL OR STATE AGENCIES AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 3. THE CONTRACTOR SHALL NOTIFY RIVANNA SOLID WASTE AUTHORITY AND ALBEMARLE COUNTY AT LEAST ONE WEEK PRIOR TO STARTING WORK ON THIS PROJECT. 4. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS. 5. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 6. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 7. PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. DO NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 8. ALL GROUND COVER AND LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. DEAD PLANT MATERIALS SHALL BE REMOVED IN A REASONABLE TIME AND REPLACED DURING THE NORMAL PLANTING SEASON. 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED TO THE SATISFACTION OF THE OWNER. 10. FIRE LANE DESIGNATION AND MARKING TO BE DETERMINED BY THE ALBEMARLE COUNTY FIRE DEPARTMENT PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 11. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. EARTHWORK NOTES 1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR KEENE CONVENIENCE CENTER PREPARED BY DRAPER ADEN ASSOCIATES DATED JUNE 1, 2021 FOR ADDITIONAL ANALYSIS AND RECOMMENDATIONS. 2. PRIOR TO CONSTRUCTION OPERATIONS, ALL TOPSOIL, ROOTS, UNSUITABLE FILL, OR OTHER DELETERIOUS NON -SOIL MATERIAL SHOULD BE STRIPPED WITHINALL PAVEMENT AREAS. 3. SOIL FILL BELOW STRUCTURE AND PAVEMENT SHOULD BE PLACED IN A MAXIMUM OF AN 8-INCH-THINK LOOSE FIT, COMPACTED TO A MINIMUM OF 98% OF ITS RESPECTIVE MAXIMUM DRY UNIT WEIGHT AND WITHIN t2% OF ITS OPTIMUM MOISTURE CONTENT. 4. ON -SITE SOILS CLASSIFIED AS SM MAY BE SUITABLE TO USE AS FILL MATERIAL UNDER STRUCTURES AND PAVEMENTS AS LONG AS THE MOISTURE CONTENT IS WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 5. ALL FILL MATERIAL SHALL MEET THE REQUIREMENTS INDICATED IN TABLE 2 OF THE GEOTECHINICAL ENGINEERING REPORT. IF OFF -SITE FILL IS REQUIRED, THE CONTRACTOR SHALL IDENTIFY BORROW MATERIAL AND SUBMIT REPRESENTATIVE SAMPLES FOR ENGINEERING TESTING AND REVIEW. TESTING SHOULD CONSIST OF SOILS CLASSIFICATION (ASTM D-2487) AND A STANDARD PROCTOR DENSITY TEST (ASTM D-698) FOR EACH TYPE OF BORROW SOIL. PAVEMENT AND DRAINAGE STANDARD NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S, LATEST EDITION, EXCEPT WHERE ALBEMARLE COUNTY STANDARDS ARE APPLICABLE. 2. 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). 3. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION. 5. ALL CURB AND GUTTER SHALL BE VDOT STANDARD, EXCEPT AS NOTED. 6. THE PAVEMENT DESIGN IS SUBJECT TO CHANGE DUE TO SOIL CONDITIONS AT THE TIME OF CONSTRUCTION, AS DETERMINED BY THE INSPECTORS FOR THE OWNER. 7. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS AND DISPOSED OF PROPERLY AT AN APPROVED LOCATION. 8. ANY NECESSARY PAVEMENT WIDENING BETWEEN THE EXISTING PAVEMENT AND PROPOSED IMPROVEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO SUB -GRADE. 10. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE -NEW CONDITION. 11. IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICANS WITH DISABILITY ACT ACCESSIBILITY GUIDELINES (ADAAG), ALL APPLICABLE CODES AND REQUIREMENTS FOR ACCESSIBILITY SHALL BE STRICTLY COMPLIED WITH. UTILITY NOTES 1. THE LOCATION OF EXISTING UTILITY LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN MAY ONLY BE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS TO PERMIT REVISIONS IF NECESSARY. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "MISS UTILITY", 811. 2. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT SHOWN ON THESE PLANS. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE -CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. 3. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL OF THESE UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORILY PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. 4. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD) VOLTAGE LINES SAFETY ACT. ALBEMARLE COUNTY PLAN GENERAL NOTES 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 UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL 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 PLANS 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 9VAC25-840 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 RAINFALL 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 THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 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/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVED 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/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO 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 WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. 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REVISIONS DESIGNED BY: DAA DRAWN BY: KMB CHECKED BY: ECB SCALE: N/A DATE: JUNE 10, 2021 PROJECT NUMBER: 2100656-03 C0.1 Q Z D O U Lu J Q W m J Q W Z W W Y 0 Z O U7 W i TMP 121-82A1 HANEY, JEFFREY ALLEN DB 1024-535 2011) / S72 Rod Found � Hlgh�0�T�Y'-i�� nce S07°23'00"E 200.00' \ t x �'00"E 465.5 �r—�—� \ / ' ' / ` ' / I ' I ` \ 3.5' HI h Wire Fence _X ' ,' ,' /' /' / /' / / \ \ I I I / / 1 \-dry / / / / / / / / / i � I I I / I 1 I I X� TT T \y/ X� I I 1 I \ \ \ \ II 1 , /ry I \ \ \ \ 1 1 1 I I I I 1 \ \ \ \ 1 / / / // / / / / / / / / / / / / / / / / / / I 1 / I I Rod (Found) \ \\ \ \ \ \ \ \ 1 1 1 I I I 1 \ \ \ \ I l y'/'/ /' / / / /,',/ / ,/ / / / i / / / / / ,/ ,' / / / / ' / // — — I I I / / / / / 1 I / \ I\ \ \ \ \ 1 I I 1 1 1 1 1 1 1 I \ —�—_ '/// // tWf,� \ \ \ \ \ \ \ \ \ 1 1 1 1 \ \ \ \ \ / /' , / /' P' / /' / \ \ \ \ \ \ \ \ \ \ \ \ \ \ /' / / // / / / // // / / "I / / / / \ \ \ ' / / / / / / 5 / \. / / �/ / �/ / 11 /'11 �. . / 11 ,' / / COUNTY OF IALBB MARLS \ \ \ �' /' /' / /' / / / / / / / DB 1088-6004. \ \ \ \ \ \ \ ♦ // / / /' /' //' S"/ \ \ TMP 121-94 \ \ \ \ \ \ \ / / —� / / WEST, HAROLD R III & \ \ 0 \ \ \ \ \ `\ \ \\ \\ \ � /' /' /' '' / '' /'� .' /' / '" �' '" � � / \ / / / // / / / / / / // � / � / / / / ,' BARBARA L ` \ \ \ `\ `\ ` \ \ \ \ / .' / / .' /' /' •' / / / / / / / / / / / / / / / / ' DB 1433-463 Cn 55, \ r \� \`\ `\ `\ \ _ //' i- / / ice'" __----_----/'� / `� / l / / / /' /' ' / (p / / / / / / \\\\\\ \ ___/�/ ,,i /// `\` / `\ h ,' by/ r / Electric Transformer \ \ \ TMP 121-90 \ IN \ _ -- - \�� /,/ , / o/ MAWYER, SAMANTHA E �\ I \ \� \� \� - '' // '' ---- DB 456-245 �B-06 \ / \\_ -------- ; 1 / / / o LEGEND r- Xb Well _---------'-- ,-' / `. 1 / ' / / /' - - Property Line O Rod Found �f Electric Box \ - i560 T / ' ' /' / / P Y 9 ELM--- - ii -/ ❑ \ _ 15 DOUBLE ELM J 11 EJ_M \ ` I / / / / /� 1000 - - - Contour Monument Found Guy Pole __- ,'/.4j \ - 13 ELM 21 DOUBLE-- 19 ELU / - - \ / \ I I I I 1 / / / / i // / / / ,/ / / / / �j // --_ \\ \ s Gas Line 0 Telephone Pedestal ® Electric Marker 12 OAK — i/ ,', %aD \ \ 1 I I / / / / ' / / / / / / chv Overhead Power Q Telephone Manhole QE Electrical Manhole — 17 ELM _ — �--- B-02 /��O `\ \ 11 II '� I 11 ,' // // / //" ---� - _ -- - .t \ \ I / ®/ / 55 55 Sanitary Sewer and Manhole ® Telephone Box �S Utility Pole NOTE: INDIVIDUAL TREES OVER / _ 14 ELM 6-INCH CALIPER SHOWN WITHIN - - - - 15 ELM - - --- -APPROXIMATE 75 FEET OF ROAD. I I Well I / i i / � = Storm Line and Manhole � Fire Hydrant �E Electric Transformer 14 ELM_--- / \ I t / _ ----- _----------------- \ 1 I ohp 9 ELM ELM / \ \ o II II i / �1 /' /' / // i / � = Storm Line and Inlet ® Water Valve tX Ground Light 14 ELM --�- �0 1 1 IB-04/ 9 / 0/2 ��- 15 ELM_ 23 ELM / \\ \ \ I 1 I I I i / i / / i i /' / / /' ,' // // ratty Underground Cable TV Water Meter -O- Light Pole ,Rod (Foun ----- _--_ / / , / / / 9 Underground Electric O Well m Fiber Optic Pedestal \ 15 _ ELM- - / \ \ \ \ I I / , / , / , / / / ' , / / ugt Underground Telephone * Benchmark ❑F Fiber Optic Handhole c— 9 ELM ohA — / ♦\ \ - \ 9 MAPLE .\ I i I / / ' // % fo Underground Fiber Optic ► Bollard Gas Vent �40• - - �_ \. \ O 1 OAK / / \ B-03 q. \ \ I I I I / � / / / / / fo \ �� / \ 12 ELM \ 1 I I 1 / / / / unk 1 \ \ - - 5-- I I I I I / / / , Unknown Utility Sign (1-post) O Gas Valve Soo //e \ \ ♦ \ \ oh \ O\ O' \ 42 TRIPL ELM a �\ S'9 \ A C,. \ \ \ I 1 I I I I I I / / / / / w w Waterline oa �\ /I,\s\ \emu Ode -01 / / \ \ \ 1 1 I I I I I I I I I 1 / / l , / / / / Sign (2-post) 0 Gas Meter i I i I i / i i I Asphalt + 1561.3 Spot Elevation O Sewer Clean Out 0F 14 ELM \ \'a \ oh 9 MAPLE 15 ELM \ I I I I I I I I I I I j I I I Buildinga Deciduous Tree ® Wood Post J p / I �� 2O \\\ \ I I I 1 I I I I 1 1 I I I I I i I I i i / TMP 121-91 kS11 \\ \ I I I I 1 I I 1 / MURRAY, JAMES B JR & 3o Srgs�O \ \\ \ \ \ i I j j I j j j I it l /i / x x DAVID W KUDRAVETZ TRS p,. F NJ. � \ \ \ 1 I I I I Fence (as noted) Evergreen Tree ® Metal Post DB 3929-648 PSc�O(/90 \ \ \ \ 9 ELM \ I I I i 1 1 1 I ' i I 1 / i / / i i i Stream Shrub Gravel rpf/ .qO \ \ \ m I I I 0 I10 N I I 1 I / / / v / / / Ro \ \�\ / i I l j Treeline ° Concrete � \\ � I i l l //� � / — — — — /j/ \ \ I Guy Wire \%p NOTES: TMP 121-93 F` \�\ / / i I I 11 1 / 1.) Source of Meridian: NAD83(CORS2011), based on GPS observation performed by Draper Aden Associates. KEENE LAND TRUST O qh i I DB 5071-108 X2\\ J 'O i / i I I 1 1 1 I I I 1 i 1 / 2.) Vertical datum: NAVD88, based on GPS observation performed by Draper Aden Associates. `\\ /' \ i \ I / 3.) This survey was prepared without the benefit of a title commitment or title report and all easements and encumbrances that might be disclosed in o P / I I I I I I 1 1 \I 1 I / \ a title search may not be shown. 11 4.) Utilities shown are based upon: Telephone \\ ohp % 201.73' i _ ;_ i I _ _ ' SUE Quality Level D, ASCE 38-02 -compiled records only \ Pedestal 29.27 /_ N06°22'00"W 231.00' (TOTAL) Pipe (Found) SUE Quality Level C, ASCE 38-02 - visible evidence in conjunction with compiled records. \ \/Pipe i / i X Visible above -ground structures and Miss Utility, Ticket # A331000535. No utilities were marked on the ground although there is clear evidence of Found \ I underground utilities. ) underground SUE Quality Level A, ASCE 38-02 test pits at locations shown hereon performed by (DAA; Other) in conjunction with field designation of \ % 1 I underground utilities performed by (DAA; Miss Utility, Ticket # Other), visible evidence and compiled records. 1 No SUE was performed or requested for this survey. Utilities shown hereon are based on field observation only. NN' \ - \ TMP OLD R 5.) This topographic survey was completed under the direct and responsible charge of Cheryl A. Stockton from an actual Ground survey made under my \ WEST, HAROLD R III & \. BARBARA L supervision; that the imagery and/or original data was obtained on December 3, 2013 and that this plat and/or map meets minimum accuracy standards \ \ DB 1433-463 unless otherwise noted. \ ` 6.) Contour interval: 1'. 1 \ \ 7.) This survey was prepared for Albemarle County, Virginia. Draper Aden Associates assumes no liability for reuse or modification of this document. \ 7� GRAPHIC SCALE 8.) Property lines shown hereon are compiled from record information in conjunction with field evidence. \ BENCHMARK: \ 0 5 ao co reference arto Aden xistingAssociates cond tionsprovides only. benchmarks use spotor the eleovationstlon of the fini h floor) elevations, ltelevations onthese manhoplans. les, elevAll ationsronexisting su ey nails,ons are f sur survey hubs, or ROD &CAP SET \\. \ ELEV.=563.64' (IN FEET) \ `\ control points (horizontal points provided) or any other points for construction other than the provided benchmarks. Failure to utilize and verify the � \ 1 inch= So1 provided benchmarks could result in damages and additional cost that are the contractors responsibility. 1 41iio UJ X 0 0 I — Er W z U LU U W w z 0 LU J Q w m Ir I D 0 N O N N O LO C1 O N d Q * E N' V C d X R '5 LL �2S O r 0 2 L N M REVISIONS DESIGNED BY: DAA DRAWN BY: CAS CHECKED BY: ARS SCALE: 1"=30' DATE: JUNE 10, 2021 PROJECT NUMBER: 2100656-03 C1.0 Z 0 LLJ W m J W Z W Lu Y Z O C0 W 06 \ \ 0 \ °h A TMP 121-90 MAWYER, SAMANTHA E DB 456-245 / PRESENT USE: SINGLE FAMILY / ZONING: RURAL AREAS \ 06 \ °ho 0 �\ o \ \ \ Nj 'p0 \ \ \ °o, i 00,E °°, CE CORR/ TMP 121-91 Vo. \ \ °\ ° o °°�� °o, _ 007 DOR S \ MURRAY, JAMES B JR & DAVID W KUDRAVETZ TRS ---ET DB 3929-648 °oRESENT USE: VETERINARY HOSPITALi°pT ZONING: RURAL AREAS 5'x10'MONUMENT SIGN; SAME / � � STUB UGE FOR FUTURE COMPACTOR SPECIFICATIONS AS MCINTIRE f (IF BID -ALTERNATE ISN'T ACCEPTED) \ �.. ri". All DAVC•ACKIT •AADVIKV( 1 IAICQ / ° o ° 0 11 IN 500' SETBACK FROM ROUTE 20 (SCOTTSVILLE ROAD). THERE IS NO DISTURBANCE WITHIN THE SETBACK AND THE PROPERTY DOES NOT ABUT ROUTE 20, SO ENTRANCE CORRIDOR GUIDELINES DO NOT APPLY. TMP 121-93 I / 1 U° U°E ``��de ��' � o SANTUCCI, ROBERT & VIRGINIA 1 0 I ` Y �� \ �)(� �� VADB3205-413X-� IX RECYCLING CONTAINERS' PRESENT USE: RESIDENTIAL VACANT Q ZONING: RURAL AREAS CONNECTION TO EXISTING POWER POCOORDINATE CONNECTION WITH UTILPROVIDER. SINGLE PHASE POWERCOMPACTORS AND ATTENDANT SHI I � 75.0' FRONT SETBACK y 3 0 I I I I ° I I SUPPLEMENTAL STREET SCREENING TREES; GROUPS OF EVERGREEN WITHIN LOD \ VERGREEN SCREENING TREES AROUND BINS TO SUPPLEMENT EXISTING TREES TO REMAIN. REFER TO LEGEND (TYP) - o \ LEGEND V \ ' 8' PERIMETER CHAIN LINK FENCE �j�/� / Q\ ® (8) STANDARD CONTAINERS (22 X8) (2) COMPACTORS (36.5'X8') (2) 80 CUBIC YARD CONTAINERS (42'X12') ATTENDANT STATION (8'X8') AND VJ PORTABLE RESTROOM (4'X4') a CONCRETE EQUIPMENT PAD h ti ASPHALT PAVEMENT LANDSCAPE VJI EXISTING WOODS TO REMAIN O w NOTES:. 1. QUEUING LANE FOR MUNICIPAL SOLID WASTE �JI/ (MSW) COMPACTOR. RECYCLING CUSTOMERS CAN USE THE BYPASS LANE IF THEY WANT TO EXIT WITHOUT STOPPING AT THE COMPACTOR. \ 2. DIRECTIONAL SIGN SHALL SHOW THE DESIRED • FLOW OF TRAFFIC. 3. EXTENT OF HARDSCAPE FOR THE BID ALTERNATE LAYOUT. REFER TO SHEET C2.1. 4✓ y 4. TOTAL ASPHALT PAVEMENT, INCLUDING BID -ALTERNATE AND ENTRANCE IS+1� APPROXIMATELY 29,500 SQUARE FEET. e V w REQUIRED INTERIOR PARKING LANDSCAPE IS 1•� 5% OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREAS. THEREFORE, 1,475 Ifs SQUARE FEET ARE REQUIRED AND 1,950 SQUARE FEET ARE PROVIDED. LANDSCAPE AREA WILL CONTAIN THREE (3) SHADE TREES _ AND SHRUBS. SPECIES WILL BE SELECTED WITH THE FINAL SITE PLAN SUBMITTAL. 5. THERE WILL BE NO WATER OR SEWER USAGE ON -SITE AND THERE IS NO PROPOSED SITE LIGHTING. / 00a / TMP 121 82A2 COUNTY OF LBEMi B 108 —600 PRESENT US--: VAC ESIDE TIAL ZONI G: RU AL AR 1� V L Z of c+ Z"> � � m mrt.� m w m o R' LL Z > •i >o or 0 c c a E Y a cLi m E rc m x 0 N N 06 mm N v Q M p C d K � °> � Ii m o::c o^ 3 m Lo N U� C.) rr LLl z Lu U U z LL] z LLB z O z U 0 LLl v J w rr 75 w LLI ° j m Q I Q LL w z w Y z r Q Lu Q Lu z 2 /�� V J �0 V) U_j REVISIONS DESIGNED BY: DAA DRAWN BY: KMB CHECKED BY: ECB _ SCALE: 1"=20' � GRAPHIC SCALEDATE:JUNE 10, 2021 m o to �eo PROJECT NUMBER: _ — 211000//6''��56-03 �� (IN FEET) 1 _ L/ . 0 1 inch = 20fl. °hp \ °h'o \ °h A TMP 121-90 MAWYER, SAMANTHA E DB 456-245 PRESENT USE: SINGLE FAMILY ZONING: RURAL AREAS \ 06 \ 060 o \ \ J o \ 0 o \ 0 \ / ° ° \ qPp NL . i O O- l °`'. I i' = h l I I I I I I I �° ,^ � n,_I I I I I I 0 \ TMP 121-91 MURRAY, JAMES B JR & DAVID W KUDRAVETZ TRS DB 3929-648 \PRESENT ZON ZONING: VETERINARY HOSPITAL AREAS \ 1 'I r64p Pedestal TMP 121-93 WORN ROBE—ROBERT & VIRGINIAPRESENT USE: RESIDENTIAL a - . VACANT RURAL . AREAS a P Ic I I I I I I I I I 0 I I 3 I I \ y 3 0 5 a LOD LEGEND 8' PERIMETER CHAIN LINK FENCE © (14) STANDARD CONTAINERS (22'X8') (3) COMPACTORS (36.5'X8') (3) 80 CUBIC YARD CONTAINERS (42'X12') ATTENDANT STATION (8'X8') AND PORTABLE RESTROOM (4'X4') CONCRETE EQUIPMENT PAD ASPHALT PAVEMENT LANDSCAPE EXISTING WOODS TO REMAIN / 00 / TMP 121 82A2 COUNTY OF LBEMi B 108 -600 PRESENT US--: VAC ESIDE TIAL ZONI G: RU AL AR 1� a 6S�fl V L Z of c+ U ti m Z m Ort.c m o m m o R' LL Z > O n or c 7 c a E Y a cLi m m rc m x N O N N 06 Oa Oa C.4 Cm N 444E N' e V C d K m '� IL o::c o^ 3 � L N U4 a LLJ z LLI Lu U z Lu z L LJ > Lu z > > O 12 z U o Q LL] Z J w ol� Er rr LLl Q a 5 Q W 0o a 0 LL m Q w z Q Lu Q 0 J = wiz O 2 C/) U) w REVISIONS DESIGNED BY: DAA DRAWN BY: KMB CHECKED BY: _ ECB _ SCALE: 1"=20' � DATE: _ - GRAPHIC SCALE JUNE 10, 2021 zo o io a PROJECT NUMBER: _ - 211000 656-03 (IN FEET) C2.1 1 inch = 201 11 I I I ti A CD a m a N2 2 I 'D 0 — _D �TUQ n M'0 ani�duosa� _ 4`08 O S3 1 r k dyo dy dyo —� \\ anuP Idnojo \\ \ L \� J_ N 2 '� \01. �m�o \ / /\\ a� a / r J i as °R- .. / i < Con to / rn 2 p oos of 30' PRESCRIPTIVE R.O.W LINE o pooh all!^SJ} / (OFFSET FROM PROPERTY LINES) o ------------- Nm / m m ayma �N 14, /n a 9 m GRAPHIC SCALE 15 3C 6o A/ tr Wu 56 — _ 65 HEIGHT OF EYE = 3.5' 56 --------- _ 60 HEIGHT OF OBJECT = 3.5' 55 s;r 55 rn 0+00 0+50 SDL - Scale: H: 1 "=20', V: 4.00:1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75 (IN FEET) 1 inch= 30fl. [K.] TRAFFIC DATA: • VDOT AADT FOR ESMONT ROAD: 1,400 TRIPS/DAY •• ASSUMING THE TRIPS ARE EQUALLY DIVIDED FOR EACH DIRECTION AND SUBSTANTIALLY TAKE PLACE OVER EIGHT HOURS, THIS WOULD EQUATE TO -90 TRIPS/HOUR IN EACH DIRECTION. • ANTICIPATED MAXIMUM DAILY TRIPS TO FACILITY: 125 TRIPS/DAY FOR WEEKDAYS AND 250 TRIPS/DAY ON SATURDAY (BASED ON TRAFFIC COUNTS AT SIMILAR ) ASSUMING ATURDAY es ALL TRIPS FROM ROUTE 20 (SOUTH), AND EQUAL TRIPS OVER EIGHT HOURS OF OPERATION, THIS WOULD EQUATE TO -30 VEHICLES TURNING LEFT PER HOUR. • THE TOTAL VOLUME OF TRAFFIC ALONG ESMONT ROAD WOULD BE -120 WITH THIS FACILITY (30+90). VEHICLES MAKING LEFT TURNS WOULD BE APPROXIMATELY 25% OF THE VOLUME (30/120). • USING FIGURE 3-8 OF APPENDIX F OF THE ROAD DESIGN MANUAL, NO LEFT TURN LANE IS WARRANTED. VDOT REQUIREMENTS FOR 40 MPH: SDR = 445' REQ; SDL = 445' REQ A1V Wu 56 ----- — 65 HEIGHT OF EYE 3.5' — — — — — — — — -- — — 56 ` — 60 HEIGHT OF OBJECT = 3.5' 55 55 rRn rrn W z w U w U z w z LU z w O U U z LJJ Q J Er U) Q 0 w != m V Q w z U � z LL1 Q I f z O w (n REVISIONS DESIGNED BY: DAA DRAWN BY: KMB CHECKED BY: ECB SCALE: 1"=20' DATE: JUNE 10, 2021 PROJECT NUMBER: 2100656-03 Q Z D O W J tY W m J Q W Z W W Y 0 0 IY Z 2 W 0+00 0+50 SDR - Scale: H: 1 "=20', V: 4.00:1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25 C2.2 "�— I _______________ \\_ — _ ------ _ _ - - - - - - --------------------- ---" �" /\' TMP 121-90 I I ` \ /I I ' I I I I I I I I \-------------_____ -------------- — — Z� �_� V I\ I I I I I I II II I\ 1 \-------- ------ — -----_-5-3J-------------- MAWYER, SAMANTHA E DB 456-245 '--------------------------_------------- ---- "-�'\ ' "—" "/ `V PRESENT USE: SINGLE FAMILY / Lb� I i i I \ \\ ___-------- `----------------------------------------------- ZONING: RURAL AREAS 1/ 1 I i 1\ \ - ---- - - - - - - - ------------------------------------------------------;,'' ------------------------' _------------------------------------------------' -- _ — — — — — — — — — -------- -------- l \ _ hA \ \�\ \ \ \ �\ --__ —___------- -- ------------- ---- ---------------- ------ VJ -------------------------- ----------------- - -_-- ------ /P°a p� 3 \ \ \\\ \ \ -&i\ ---------------- -� ------ OOl ��� \ --- ` C `� \ GOI�� —GOI —___ \—� — -- ---___ \�` G07— --_ N \ TMP 121-91 - - - --------- ------------------ ` o, Qai S MURRAY, JAMES B JR & DAVID W \ \`\ \ \ \ 0. \ °`` Tgq ck eo KUDRAVETZ TRS E DB 3929-648 \ \ \ _ \PRESENT USE: VETERINARY HOSPITAL Goi — ZONING: RURAL AREAS B 558.20 -558.30 \ \ � 562.10 —` x x 11 11 I 1 .. \ `x L v 1 1 \�. \. .. \ 1. �0 z 1 1 .. .. .. \ 6 \ STORMWATER MEASURE- REFER TO O Z W I 1 1 / ./ I i . /' FIG1 FOR PRELIMINARY STORMWATER U \ \ ; 2S% .. I h i /' / MANAGEMENT ANALYSIS O \ COI .. i h .. I // // // UJ U D m L ` \ ... 1 MAx 2% SLOPE IN ALL yj ... / W n \�7IO 11 \ 5 pa I L. DIRECTIONS FOR ADA /. i ' i // O -j QI-1 I . \... o y PARKING SPACE 0 IVI- / / Q i � m m O 1.1 .. 1 W ..(1>. a : - 559.10 / LU -1 ( O L�. ( \ o a ° 56175 % a r / °O Q W P I\ . I I OBI 9 I / - w / a ./ ° Telephone l.I. 1 / Lu Pedestal °h I a C)' P W ° / c / _ h Q 1 a ,' TMP 121-93 U° ° /Q x Q /��cf z SANTUCCI, ROBERT & VIRGINIA 1 a 1 / 558.75 / DB 3205-413 1 ~ ~ / x °. 558.75 0 ' / z PRESENT USE: RESIDENTIAL VACANT Q / 558.75 / ° / ° Q ,y o ZONING: RURAL AREAS 561.75 / r� '�^/•�Lu Lod REVISIONS 555 L LO 3:1 TIE IN SLOPES DESIGNED BY: II DRAWN BY: DAA CHECKED BY: SCALE: 1"=20' GRAf44IC SCALE DATE: / / ,TUNE 10, 2021 PROJECT NUMBER: 0 2100656-03 (IN FEET - - - C3 0 1 1nch = 20fl. .11 "�- I _______________ \\_ - _ ------ _ _ - - - - - - --------------------- -- �" /\' TMP 121-90 I I ` \ /I I ' I I I I I I I I \-------------_____ -------------- - — Z� �_� V I\ I I I I I I II I\ I\ 1 \-------- ------ - -----_-5-3J-------------- MAWYER, SAMANTHA E { I I I \ ------ ----------_ ---- \ ` DB 456-245 '--------------------------_------------- ---- _-� \' °/ `.�// PRESENT USE: SINGLE FAMILY / Lb� I i i I \ \\ ___-------- `----------------------------------------------- U\V ZONING: RURAL AREAS 1/ 1 I i t\ \ - ---— — — — — — — — ------------------------------------------------------;,'' ------------------------- rA \� --- ---- _ ----- --___------ ------ _ \ `\ \ \ \ \ ` — _------------------------------------------------' -- _ — — — — — — — — — If -------- -------- l \ _ hA \ \�\ \ \ �� --__ —___------- -- ------------- ---- ---------------- ------ VJ -------------------------- ----------------- - -_-- ------ /1°a p� 3 \ \ \\\ \ .`\ --------------- `--� ------ ` OOI(101 7 OOl - \ \ -�j�-________________________________ \- S ------ TMP 121-91 - -------- ------ ---------------- MURRAY, ORRN \ JAMES B JR & DAVID W gCKUDRAVETZ TRS , DB 3929-648 I'. R . - X --- \ PRESENT USE: VETERINARY HOSPITAL 1 \ \ o X .. 55 --_ \ \ ------ ` ----- ZONING: RURAL AREAS � � x \ 7.65 \ \ \ + �.......�...... .......... ..... X o " \ \ \\ ° \... .............. \ .... ...... ........ .. ..... o. \ 557.30 \4iio / \ _ 1 0� ° 1. / �. .. / \ . `. .. / \ m> C) E t Z of c+ Z ti > m m m � LL0 o m R' Z > > •i > Is o a C6 0' 0 7 0 a E Y a .22 m x 0 N N 06 Im O N Q M 0 N v C d X vV,6 � •� Ii LO L N v 11 .. .. ... I .... z 1 \\ I / I \ / ' 557.10 ` \ I � / d STORMWATER MEASURE -REFER TO \ Lu O Z p \ ^jl F' . . J. h I. 558.42i , / ' X-X / MANAGEMENT FIG1 FOR LANALYSISIMINARY TORMWATER /// /� w O r y / x / Q U , / W 13 / W cc 1Lu > m ' , /JLuWTelephone Pedestal m Yz 1 a Q W TMP 121-93 ' z TT SANTUCCI, ROBERT & VIRGINIAE- DB 3205-413 1 X ' /00 Z PRESENT USE: RESIDENTIAL VACANT Q Q O ZONING: RURAL AREAS \ O '^ /,✓/ , / —558 ®/ // ///' —'' V VJ W Lod / 00 �j , / REVISIONS L z DESIGNED BY: DRAWN BY: DAA CHECKED BY: ECB SCALE: 1" = 20' DATE: GRAf44IC SCALE / DUNE 10, 2021 PROJECT NUMBER: 2100656-03 (IN FEET - - - C31 1 Inch = 201111. 11�>Q) I / l\�,(\ I i i I l i i STORMWATER MANAGEMENT \\ \`� THIS SHEET SHOWS THE GENERAL STORMWATER MANAGEMENT APPROACH \� \ FOR THE SITE. A FULL PLAN AND REPORT WILL BE PROVIDED AND SUBMITTED UNDER THE WATER PROTECTION ORDINANCE (WPO) PROCESS AFTER APPROVAL OF INITIAL SITE PLANS. WATER QUANTITY - QUANTITY REQUIREMENTS ARE ANTICIPATED TO BE MET /o/� / //' //' / F THROUGH RETURNING THE RUNOFF TO SHEET FLOW AND ANALYZING THE r/1 / / e� IMPACT TO DOWNSTREAM SLOPES. VI V S 00 ^� z of Lc+ \X,- THROUGHWATER QUALITY -QUALITY REQUIREMENTS ARE ANTICIPATED TO BE MET �J/////CONSERVATION OF OPEN SPACE ON THE PROPERTY. '}� z = pmp LC%� CURRENTLY APPROXIMATELY 3.5 ACRES ARE SHOWN WITHIN AN EASEMENT. \ l / / / i / / / / F" ti t > m \ \ cI ADDITIONAL ON -SITE OR OFF -SITE MEASURES MAY BE REQUIRED IF THE ' t •� REQUIREMENT CANNOT BE MET THROUGH CONSERVATION OF OPEN SPACE m o X LL Z > ALONE. THE CURRENT CALCULATIONS SHOW IT WILL BE CLOSE. l� . • • Telephone\\ I I ` Pedestalo\\ I I I /i/ �j > o I / i / / / / / / / / ( \ \ `` `� Q�y c 0 \\\ \ I I I I I'�✓ l✓�l / �/ �/ // / / i l I �i/ i I l\ _--_q-4-5 �i��' E Y � 0111 / o _____ - -_ CONSERVED OPEN SPACE ------ -- -- -- -'� • m Lo TMP 121-90 I i i I \ _ (HATCHED AREAS) TO BE - --- -- C , \ MAWYER, SAMANTHA E I 1 I I \ II to I I I \ \ _o _ _ _ `/ ----- - !�1 ` ¢ 4 E � - PLACED WITHIN AN EASEMENT _ _ A E o DB 456 245 I I I I X I j I I I I I \�I,y\ \ - _- _ _ - -- _ \ hA PRESENT USE: SINGLE FAMILY 1 I I I tiY \ _ _ _ _ _ _ \ ZONING: RURAL AREAS I \ I\ 1 j `�', li \ 1 \ 1 I I I I ` \\ \ \\~ -o _ - -- _ _ - ��o N 2 x v - i N C d 1 \ \ \ \ \ \ \ \ \ \ \-__--- __ __ �,o-_-------- _ _o \\\\ \ ohA,20 \I I \\ \\\ `\\ \` \ __��j\l.�o= - o _ -------------- uw --- ----- -- - - -- ---------- ---- Pc y q� \ -- -- _-- _ __ _ o � o r G r1_ \� F<�\ `\ / \��`\ ---_ \lI��QQ;----------- ----- - - rryy5qq \ T^ '-------------------------- ------------ -� LU TMP 121-91 \ \\ \ MURRAY, JAMES B JR & DAVID W \ `\ \\` \\9� \� \ SCR SET \ KUDRAVETZ TRS \�\ \ . \\ \ `\ /S - p0-j BCK----------- DB 3929-648 . \ \ \RESENT USE: VETERINARY HOSPITAL '' \ / ' ... .........._..... ..... ZONING: RURAL AREAS \o \! . ... �............................. «am......�...;,... X Nil LLJ _ U ::. s / z ` - _ _ - Q _. NEW w \ 1 \ \\ o �.. \ \ \. oa \ / / \� CE - { / �I •/ \G \: \ a > \. .. \ Z > 1 1 _ 2 _\ \ .. ... \ \` \.._.. \. ....\ \\ \. ` \ TMP 121-82A2 \ Z O Z I 1 9 \ COUNTY OF ALBEMARLE \ 1 \ x / \ / DB 1088-600 /' w V -_ : I :: / PRESENT USE: VACANT / / // O .......... ... 1 \\ ZONING R '// / �'\ ::: \Jf I .. .\\ // RESIDENTIAL ' /� w / W RE / ,/ k J -\ ... !.-/.. I .. l I./ �i-X / '' / /' / / ' T''/ z LL. / STORMWATER MANAGEMENT SWALES:33 ° O o w / / x / / > / / ' / AND/OR FLOW DISSIPATERS TO COMPLY // o '' o/'o '' WITH WATER QUANTITY REQUIREMENTS. / / �' �// / / / / / / / / / J W / /� / / W LLI LL Telephone Pedestal TMP 121-93 GE E SANTUCCI, ROBERT & VIRGINIA DB 3205-413 PRESENT USE: RESIDENTIAL VACANT .I ` fl / / f / / / �� i o /o / / /,/ /,/o / /,' / / z ZONING: RURAL AREAS�/ �''/ o/'// o/ / // '/o///// LLI s D CO NSERVED OPEN SPACE I // (HATCHED AREAS) TO BE 'o �o /moo REVISIONS PLACED WITHIN AN EASEMENT 1-01 AFL C' 0/reo ' t / )/' ,/ /'' , moo/ F/ DESIGNED BY: DAA o,/ DRAWN BY: TMP 121-94 CHECKED BY: KMB / // I ,' // WEST, HAROLD R III & BARBARA L ECB DB 1433-463 SCALE: GRAPHIC SCALE PRESENT USE: RESIDENTIAL VACANT ZONING: RURAL AREAS 1" - 20 Fiber Opti TMP 121-94 ' '' A• so o is ao co izo DATE: Pedestal TMP 121-1 SEA RIDGE LLC DB 1992-23 I I III I I / I WEST, HAROLD R III & BARBARA L :OP DB 1433-463 PRESENT USE: RESIDENTIAL VACANT �oG ZONING:RURAL AREAS '�OJ (IN FEET) 1 inch= 30fl. JUNE 10, 2021 PROJECT NUMBER: 2100656-03 FIG 1