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HomeMy WebLinkAboutSDP202100095 Action Letter 2022-02-16401 McIntire Road, North Wing f� COUriiy Of Albemarle Charlottesville, VA22902-4579 Telephone:434-296-5832 COMMUNITY DEVELOPMENT DEPARTMENT WWW,ALBEMARLE.ORG Memorandum February 16, 2022 Kevin Pennock 4805 Lake Brook Dr. Suite 200 Glen Allen, VA 23060 kpennock@dewbeny.com RE: SDP202100095 — ACSA Avon Maintenance Yard Initial Site Plan - Site Review Committee Action Letter To Whom It May Concern: The Agent for the Board of Supervisors hereby grants conditional administrative approval to the above referenced site plan. All comments contained in the attached comment letter dated February 8, 2022 last revised February 16, 2022 must be addressed prior to final site plan approval. This approval shall be valid for a period of five (5) years from the date of this letter, provided that the developer submits a final site plan for all or a portion of the site within one (1) year after the date of this letter as provided in section 32.4.3.1 of Chapter 18 of the Code of the County of Albemarle, and thereafter diligently pursues approval of the final site plan. In accordance with Chapter 18 Section 32.4.2.8 Early or Mass Grading may be permitted after the following approvals are received: 1. Engineering approval of a VSMP plan meeting the requirements of Chapter 17 of the Code of the County of Albemarle. 2. Approval of all easements for facilities for stormwater management and drainage control. The final site plan will not be considered to have been officially submitted until the following items are received: 1. A final site plan that satisfies all of the requirements of section 32.6 of Chapter 18 of the Code. 2. Applicable fee. Please submit a digital final site plan application on our website here. The assigned Lead Reviewer will then distribute the plans to all reviewing agencies. Once you receive the first set of comments on the final site plan, please work with each reviewer individually to satisfy their requirements. The Department of Community Development shall not accept submittal of the final site plan for signature until tentative approvals for the attached conditions from the following agencies/reviewers have been obtained: SRC Members: Albemarle County Planning Services (Planner) Albemarle County Engineering Services (Engineer) Albemarle County Architectural Review Board (ARB) Albemarle County Information Services (E911) Albemarle County Building Inspections Albemarle County Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Rivanna Water and Sewer Authority Virginia Department of Health (VDH) Please contact Kevin McCollum at the Department of Community Development at kmccollumkalbemarle.org or 296-5832 eat. 3141 for further information. Sincerely, Xel-tl# Kevin McCollum Senior Planner I 401 McIntire Road, North Wing f� COUriiy Of Albemarle Charlottesville, VA22902-4579 Telephone:434-296-5832 COMMUNITY DEVELOPMENT DEPARTMENT WWW,ALBEMARLE.ORG Memorandum February 8, 2022 Revised February 16, 2022 Kevin Pennock 4805 Lake Brook Dr. Suite 200 Glen Allen, VA 23060 kpennock@dewberry.com RE: SDP202100095 —ACSA Avon Maintenance Yard — Initial Site Plan SRC Review Comments Dear Mr. Pennock: The Site Review Committee has reviewed the development proposal referenced above. Initial comments from the following divisions of the Department of Community Development and other agencies, as applicable, are attached: Albemarle County Planning Services (Planner) Albemarle County Engineering Services (Engineer) Albemarle County Architectural Review Board (ARB) Albemarle County Information Services (E911) Albemarle County Building Inspections Albemarle County Department of Fire Rescue Albemarle County Service Authority (ACSA) Virginia Department of Transportation (VDOT) Rivanna Water and Sewer Authority (RWSA) Virginia Department of Health (VDH) Comments reflect information available at the time the development proposal was reviewed and should not be considered fmal. However, the Site Review Committee has attempted to identify all issues that will be required to be resolved prior to approval of the initial site plan. Please contact me at your earliest convenience if you have questions or require additional information. Sincerely, A* /���'' , fG Kevin McCollum Senior Planner I Albemarle County Planning Services (Planner) —Kevin McCollum, kmccollum@albemarle.org —Required changes: Comments to be addressed prior to initial site plan approval: 1. 132.4.2.1 (f)] County records show that the required $448.00 notification fee has not yet been paid. This fee will need to be paid prior to Friday, February 25, 2022 in order for the initial site plan to be approved. Comment addressed. Comments to be addressed prior to final site plan approval: I. [32.5.2(a)] Please include a reference to the Initial Site Plan Number: SDP202100095 and include a place holder for the Final Site Plan Number. Clarify that SDP202100063 is the Pre -Application Plan Number. 2. [32.5.2(a)] Please provide the total number of sheets at the bottom of the Drawing Index (sheet table) on the Cover Sheet. 3. [General Comment] Add a date of revision. 4. [32.5.2(a)] For any adjacent parcels visible on the drawings, please show the property lines and include a label stating the owner's name, TMP number, zoning districts, and present uses. a. It appears everything but present use has been provided. 5. [32.5.2 0)(k)(1), 32.6.2(g)] Show all existing and any proposed easements. Any new easements required for water, sewer, drainage facilities, or any proposed utilities will need to be reviewed, approved, and recorded prior to final site plan approval. Please submit an easement plat application the County for review. The final site plan will need to be updated so that all easements are shown and labeled identifying easement type, whether it's public or private, a width dimension, and the recorded instrument with deed book and page number. 6. [General Comment] Please copy the Proposed Use table on Sheet C0.07 over to the Cover Sheet. a. Please correct the maximum permitted height which is 35' not 40'. b. [4.121 The Zoning Administrator will need to confirm the proposed number of parking spaces prior to Final Site Plan approval. 7. [Section 321 Final site plan must comply with all applicable requirements of Section 32.6, 32.7 and 32.8 of the Zoning Ordinance prior to final approval. 8. [32.6.20)] Provide a landscape plan that complies with Section 32.7.9. 9. [32.7.8 and 4.17] If any outdoor lighting is proposed, please provide a lighting plan will need to be included with the final site plan submission that complies with all applicable regulations specified in Section 4.17 of the Zoning Ordinance. This includes: a. Provide footcandle measurements within the property and along all property lines. Use a light loss factor of 1.0 to determine footcandles on site. b. [4.17.4 (a)] Provide manufacturer cut -sheets for all proposed outdoor luminaires. c. [4.17.4 (a)] All proposed outdoor luminaries exceeding 3,000lumens must be full -cutoff fixtures. Please provide documentation from the manufacturers that all fixtures will be full -cutoff. d. Please state the pole height of all outdoor luminaires. e. [4.17.4 (b)] Please add a note to which states "Each outdoor luminaire equipped with a lamp that emits 3,000 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 adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half footcandle." 10. [32.7.9.7 (a)(3)] Please provide a construction detail in plan and profile view of the proposed dumpster enclosure. The detail should identify materials to be used, color, dimensions, etc. Please contact Kevin McCollum at the Department of Community Development at kmccollumkalbemarle.org or 296- 5832 ext. 3141 for further information. Comments From Other Reviewers: Albemarle County Engineering Services (Engineer) — John Anderson, janderson2(ae albemarle.org — Requested changes, see attached. Albemarle County Architectural Review Board (ARB) — Margaret Maliszewski, mmaliszewski@albemarle.org — No objection. Albemarle County Building Inspections — Betty Slough, bslou hg�ii albemarle.org—Requested changes, see below. Add the following note to the general notes page: Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 2. Add the following to the general notes page: All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 3. Add the following note to the general notes page: All water, sewer and fire lines require NEW inspection and testing procedures. The ACSA performs any testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe and the sprinkler lead-in connection. The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual inspection and testing of all utilities not covered by the ACSA or ACBID. This includes building sewers, water and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. Albemarle County Information Services (E911) — Elise Kiewra, ekiewra@albemarle.org — No objection. Albemarle County Department of Fire Rescue — Howard Lagomarsino, hlagomarsinogalbemarle.org — Requested changes, see below. During construction, the following fire prevention steps are required, so please note them on the plan: a. Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a hazard and these areas shall be designated with no smoking signs per Virginia Statewide Fire Prevention Code. b. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. c. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. d. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code e. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. f. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code g. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special; hazards, such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code h. Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office Albemarle County Service Authority — Richard Nelson, melson2serviceauthority.org — No objection. Virginia Department of Transportation — Doug McAvoy Jr., douelas.mcavoy@vdot.vir ig nia.gov — Requested changes, see attached. Rivanna Water and Sewer Authority —Victoria Fort and Dyon Vega, vfort@rivanna.org and dvega@rinavvan.org — Requested changes, see below and attached. General: 1. Please include RWSA general water and sewer notes (attached). 2. A booster station would be suggested considering the elevation and distance from the tank. Sheet C1.02 : 1. Please show 6" drain line coming from RWSA Water Tank (attached). 2. Please show the tank drainage path. This would follow the elevation lines from the drain line and rip -rap. Virginia Department of Health— Alan Mazurowski, alan.mazurowski@vdh.vir iginia.goy—No objection. �q of ntg 401 McIntire Road, North Wing County of Albemarle Charlottesville, VA 22902-4579 Telephone: 434-296-5832 COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG Initial Site Plan review Project title: Albemarle County Service Authority Avon Maintenance Yard Project file number: SDP2021-00095 Plan preparer: Kevin Pennock, PE, knennockkdewberry.com Dewberry Engineers, 4805 Lake Brook Drive Suite 200, Glen Allen, VA 23060 Owner or rep.: Alexander Morrison, PE, amorrison(a),serviceauthoritv.org Albemarle County Service Authority 168 Spotnap Road, Charlottesville, VA 22911 Plan received date: 29 Dec 2021 Date of comments: 28 Jan 2022 Review Coordinator: Kevin McCollum Reviewer: John Anderson, PE Engineering review comments (for Final Site Plan approval): 1. G0.01 a. Please remove SWM-related sheets C6.06-C6.07 (include with WPO202100071). b. Please revise Civil sheet Drawing Index: strikethrough ESC /SWM-related sheets not included with SDP202100095. 2. C3.01 a. Please submit retaining wall design, when available, at earliest convenience. Wall ht.>4-ft. requires sealed non -generic retaining wall design. Wall ht.>3-ft. requires building permit, and safety railing. C5.01 typical for CMIJ block retaining wall is generic. Provide specific design, including geosynthetic length of anchoring embedment, plan/profile with wall stationing, etc. b. Provide retaining wall handrail labels, ref. C5.01 detail. c. Provide CG-6 for 14 parking spaces on west side of parking west of building, or CG-2 if flow line is designed into the paved surface near rear wheels of parked vehicles. C3.03 indicates 2.0% paved grade away from west side of building, and provision should be made for storm runoff capture and conveyance. If flow line in pavement, provide surface storm runoff capture at south end of parking on west side of building. Runoff may not exit pavement to an unpaved verge, though runoff may exit to a hard surface surrounding a grate inlet (set in a concrete frame, for example). 3. C3.04 a. Provide outfall design (recommend MIT) to redirect flow (SWM facility discharge) such that it aligns with riprap. Design provided does not include element/s sufficient to redirect discharge at outfall. We anticipate discharge may skip over and escape riprap, and cause erosion downslope. A physical structure, preferably MH, is needed to redirect flow so it aligns with riprap. b. Ensure proper ditch lining on south side of site access. Ditch extends —1,140 LF with vertical fall of — 80' (elev.: 608' - 526% and likely requires blanket matting, or riprap armor. Provide velocity calculations as well as lining type. Provide typ. sections for different sections of ditch. 4. 5. Engineering Review Comments Page 2 of 2 C4.05: Recommend sanitary sewer profile Note /label requiring 95% compaction for fill beneath Str. C05 and pipes to either side since installed in substantial fill section. C4.06 a. STMI, STM2, and pipe between: recommend storm sewer profile note Aabel requiring 95% compaction. b. Although 0.50% is acceptable as minimum pipe grade, length of pipes (168' 212') at Min, grade leaves no room for error during construction. As -built pipe slope < 0.50% requires hydraulic calculations to ensure self-cleaning velocity is maintained throughout reach of pipe. Slopes < 0.50% may require post -installation remedy /expense. It appears that pipe slope between STM 1 and STM2 and between STM2 and STM3 may be increased slightly. Engineering recommends increase pipe slope slightly, to 0.60% or more (0.38' vertical, if an additional 0.1% over 380'). c. Provide VDOT SL-1 label on profile (safety slab) for MH STM3, STM4, STM7. d. Provide VDOT SL-1 detail on the plans. 6. C4.07 a. Provide 95% compaction labels /notes for fill sections at STM15 (and pipes to either side), entirety of STM 19 to STM 21 profile, and STM 17 outfall, and pipe at outfall. 7. C4.08: Revise LD-347 table to include IS-1 (inlet shaping) for MHs with change indirection of flow: STM3, STM6, STM 15, for example. Table lists IS-1 for MHs 7, 5, 4, only. Thank you. Please call if any questions — tel. 434.296-5832-x3069, or email janderson2(a)albemarle.org. SDP202100095_ACSA Avon Maint Yard 012822 (Z) COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION Stephen C. Brich, P.E. 1401 East Broad Street (804) 786-2701 Commissioner Richmond, Virginia 23219 Fax: (804) 786-2940 January 6, 2022 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Kevin McCollum Re: ACSA Avon Maintenance Yard — Initial Site Plan SDP-2021-00095 Review #1 Dear Mr. McCollum: The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced plan as prepared by Dewberry Engineers, Inc, dated 3 December 2021, and offers the following comments: 1. What is the design vehicle (type and length)? 2. Please review the entrance radii with respect to the Design Vehicle and ensure they conform to Table 4-3 of Appendix F of the Road Design Manual. 3. At the Founder's Place entrance, ensure there is enough space between the gate and the back -edge of the sidewalk for the design vehicle to sit while the gate opens. 4. Provide turn -lane warrants. 5. Ensure the entrances are appropriately spaced from other entrances and intersections according to the Road Design Manual. If not, they will require an Access Management Exception. 6. Provide sight -distance triangle and profiles along the sight -distance lines for both entrances and ensure they conform with Table 2-5, Appendix F of the Road Design Manual. 7. Show the location of the card reader for the automatic gates. 8. Note that the final plan must show conformance with the VDOT Road Design Manual Appendices 13(1) and F, as well as any other applicable standards, regulations or other requirements. Please provide a digital copy in PDF format of the revised plan along with a comment response letter. If further information is desired, please contact Doug McAvoy Jr. at (540) 718-6113. VirginiaDOT.org WE KEEP VIRGINIA MOVING January 6, 2022 Ann: Kevin McCollum A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the Charlottesville Residency Transportation and Land Use Section at (434) 422-9399 for information pertaining to this process. Sincerely, Doug McAvoy Jr., P.E. Area Land Use Engineer Charlottesville Residency Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards — Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfrlled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. FAA �2--C" ACCURACY L ND77FI RO�2T SW WItHdL9tMdliYt fd �( DEPARTMENT b�' �� 1Rti STATEMENT Ar ($D4) 29r,-566r FOR a PREi�(STRL, nail L�77AlG AND AN W6 SURVEY EXCEEDS THE ACCURACY ON SITE WSiT ONE WEEI( PRl44 7D THE BEGIN" OF CGWSZRUCIIAN REQUIRED BY THE FAA FOR III 2 L sma a T FENCE AS PER PLANS \,� �Q t �J ACCURACY TOLERAWS OF 50 FEET# 3 ROUGH GRtD/NG OF BU1tONG AND FENCED AREA AND p HOIRIZONTAL AND 20 FEET# VER17CAL VICINITY MAP 1" = 2000' 1 Z"AL lobs" IPTION SITUATED IN SCOTTSOLLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA Commencing at the intersection of the southern right-of-way line of U.S.- Route 64 and the easterly ri�•n t-of-way line of Route 742 thence with aa/d easterly rig7nt-of-way line of Route 742 a distance of 3771 to o point, said point b the Westerly corner of Parcel 18 as des, noted on a of entitled 'isLAT SHOWING BOUNDARY OF 11,799 AC, COMPOSED OF PARCELS 1, 1A, 1B & 1E TAX MAP 91 AS SH(iM ON A PLAT IN D.B. 360 p. 191 LOCATED ON STATE RQUTE 742 AVON STREET EXTENI ALBEMARLE COUNTY, WRGIN1A , being the westerly corner oTf sold Parcel 1B, and being the northerly corner of L7 50' right-of-wa y, thence with the southerly lane of said Parcel TB South 49 degrees 23 minutes 50 seconds East a distance of 240.54 feet to a found rod, said rod being the westerly corner of Parcel t thence with the southerly line of sold Parcel 1 South 4� degrees 23 minutes 50 seconds East a distance of T$9.57 to the intersection of the centerline of a proposed 20 access easement and the southerly line of Parcel 1; thence along the centerline of the 20' access easement North 40 degrees 36 minutes 10 seconds East a distance of 33.51 feet to a point Ivincl on the southerly /ease line; thence with the Sauther]y (ease line North 61 de es 49 minutes 32 seconds West a distance of 10.24 feet to a set rod, said rod being the southwesterly corner of the lease area and the true point an place of BCGiNNING: thence the following 4 courses: 1) thence North 28 degrees 10 min�rtes 28 seconds East a distance 4f 70.00 feet to a set rod; {2. thence South 61 degrees 49 minyt 32 seconds Cost o Is once of 60.00 feet to a Set rod; {3�thence South 28 degrees 10 minutes R8 seconds West a istance of 70.00 feet to a set rod; 4) thence North 61 degrees 49 minutes 32 seconds West a distance of 60.00 feet to a set rod, said rod being the true point and place of BEGINNING and containing 4,200 square feet or 0.096 acres, more or less. PARCEL 1 owned by Albamalte County Service Authority I. MAXIMUM NUMBER EMPLOYEES 2 EMPLOYEES AND 1 TRUCK 2 MA)MAN AMOUT MIPERVIOUS COVERAGE - 5,547 SQUARE FEET 3. EXISTING ZONING iS RA -RURAL AWAI £C-ETN RANGE CORRIDOR AND AIA- AIRPORT IMPACT AREA 4. ZCWM Of A0J4fA::NF PARCELS IS RA -RURAL AREAS 5. THE USE 15 FOR CET.LULAR TOWER ALLOWED BY Sri-96-04 6. THIS SITE MUST COMPLY W7H THE SUPPLEMENTAL ft- "170N OF OF SECTION 53./2 7. MAJOMUM RE141kT = 1017' NO IMFRDVLEMENZS To THE EVSI rMIRAMCE KILL BE MALE 9. BUILDING-HElGi!•Ti49' 10. POWER W a NE UNRERGRDUW FROM POLE -4 PRDPOSM CEN7EM NE OF TOWER DATA TONER HEIGHT = 100' (MONOPOLE) LA777UDE = 37 5952.3' (NAD 83)) LOW7UDE s 7829'52.9" fNAD 83) L>>MWD ELEVA 77 Nat = 460J O (NA MD 88) M •4:'I `t.'6.F �r�i xt a �• `� X m^ o r A o r rr PROD MONOPOLE R-4; D=8' i(SEE DATA) DETAIL Ti3R3 PROPgSEl1 1 IX2()' 7' WE GATES LEA ARC'A(4.200 $0LIAiBE FEET) • E7NWE LE14SEA.RVA 10 BE CLEARED, 43RD AND GRAVELLED. RODS TO BE SET AT ALL LEASE AREA CORNERS 9 s> LEGEND: IROD P - POWER P.O.B.- POINT OF BEGINNINGT - TELEPHONE � / FOUND p�. PAW,9Z 1B PP jAN190 OVERHEAD POWER, JELEPHONE,, AND CAN -o EROSION AND SEDIMENT CONTROL REGlLAZIO 2. THE PLAN AWRONNG AUTHORITY MUST BE NOWIED ONE WEE( PRIOR 70 THE \ \ PRECONSTRUC770m CONFERENCE, DAM' NEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING AC71WTY, AND ONE MM( PRIOR 70 FINAL INSPECAON. \ J ALL EROSION AND SEM49NT CO NT I MEASURES ARE TO PLACED PRIOR 70 OR \ \ AS THE FIRST SIEP IN CLEARING \ 4. A COPY OF 7HE APPROVED EROSION AND SEDIMENT (:owm PLAN SHALL BE \ \ MAINTAIED ON Rif 9IF A Ni 77AAm 5. IRE CMMACTOR 6 RESPONSME FOR INSTALLAIM OF ANY ADN AWAL EROS'ON \ CONTROL MEASURES NECESSARY TO PRE'VE'Nr EROSION AND SEUIMENTAIION AS DETERMINED BY NNE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR SI /NSPE'Cr Art Exwx Gamma MiA"ES PER/ODM.ALLY AND AFTER EACH RUNOFF-PROWONO RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFEC77MIESS OF THE EROSION CONTROL DEICES SHALL BE MADE IMMEDIATELY. MINIMUM drAEUM 1. PERMANENT OR TEMPORARY SOIL STASILIZAT MN SHALL BE APPLIED TO DENUDED AREAS W INN SEVEN DA YS AFTER FINAL GRADE 1S REACHED ON ANY POR17ON OF THE SI7E. TEMP- ORARY SOIL STABILiZA77ON SHALL BE APPLIED WTIM SEVEN DAYS 110 DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WLL REMAIN D*?A1ANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABIUZA77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2 SEDIMENT BASINS AND TRAPS; POWEE7R AKFSS� SEDIMENT BARRIERS AND OTHER MEASURES INIEWDED TO REAP SELMMENT SHALL BE CONSIMUCTED AS A FIRST STEP IN ANY LAND-OS7URBlNG GRAPHIC SCALE A077WTY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE` TAKES PLACE so 3. STABIUZAT7QN MEASURES SHALL BE APPLIED To EAR7HEN STRUCTURES SUCH AS DAM$ JI I 'a 30 DIKES AND DIVERS70NS IMMEDIATELY AFTER INSrALLI 4. WfERE CONSTRUC770H VEHICLE ACCM ROUTES INTERSECT PAVED PUBLIC ROADS; PROWS10NS SHALL BE MADE TD MiNiMik THE TRANSPORT OF SWIMENT BY (VEHICLE) IRACKNNG ONTO THE ( IN FEET 1 PAVED SURFACE. WERE SEDIMENT IS IRDISPORTED ON TC7 PUBLIC ROAD SURFACE, 7HE ROAD 1 inch = 90 M SHALL BE CLEANED THOROUGHLY AT V E END OF EACH DAY. SEDIMENT SHAII BE REMOVE?, FROM 771E ROADS BY SHOVE7JNG OR S'M£EPW AND TRANSPORTW TO A SELVMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AI SEWSVT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBL IVI LOTS AS WELL AS TO LARGER LAND- Dl$n#WNG AC77WTTES S. ALL TET,lPORARY EROSION AND SEDIMENT CONMM MEASURES SMALL BE REiOV'ED W7MN 30 DAYS AFTER FINAL SITE STABILLZA77ON OR AFTER III T&WPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWSE AUTHORIZED BY THE LOCAL PROGRAM ADM/NiSITRATOR TRAPPED SETIIME7NT AND THE LYSIURBED SOIL AREAS RESULTING FROM THE D0P0WACN OF TEMPORARY MEASURES SHALL BE PERMANENTLY STA&UZED TO PREVENT FURTHER EROSION AND A. SEEDING SCHEDULE: DISTURBED AREAS WILL BE SEEDED K IN 30 DAYS � IN ACCORDANCE WIN BELOW (1) r 4AR ESTABLISHMENT GROUND LIMESTONE OR EQ(#VAaNr NO SAS. A c)(\ l�rD e (2) 20 POUNDS OF 10-10-t0 FER7TLIZFR OR EWVAL04T PER 1,000 SQ FT. (3) VARIE77E'S TO BE SEEDED: (a) SLIMMER SI wa- MAY 1Sr - AUGUST 1ST, RED FESiE.YI£ 4 POUNDS PER c ,� (6) AU 2bWV SEMM r 1$T - NOYEM6dER 1579 ACEN7LICR'Y 31 TALL FESi~UE 1,G00 so FT \ (c) SPRING SEW/NC•E MARCH 1ST - APRI. WIN, S"" OAT 25 POUNIIS F+EF (d) MULCH: 100 POUNDS OF STRAW PER 1,000 SO. FT.. ALL SEW" iS TO A. SEEDING SONEDULE.' DISTURBED AREAS WILL BE SEEDED WTHIN 30 DAYS A: rwr GKAI IN ACCORDANCE WIN BELOW.' CONSTRUCTION OF ACGMS ROAD. JK 4. INSTALL DRAINAGE DI" AND a EW DAMS 5 BEGN BEMAM AND TOWER CGWSMUGROW. 6. PLACE BASE STONE ON DRIVE AREAS O� 7. SEW DENUDED AREAS AS SOON AS POS5T&E AND MULON ALL OSnhWO AREAS �PAVcAIFnlr �� LL ND EROSON CONTROL DEW%E' SHALL BE REMOVED UN M AN Q ADEOUATE STAND OF GRASS HAS BEEN OBTAINED. D Ln, F9AAKL / GHT DISTANCE 1. UNLESS OTHERWISE INDICATED, ALL VEGETABLE AND SMUCIIARAL EROSION AND W'+ iN EACH SEDIMENT CONTROL PRACTICES KILL BE ONSTRU07ED AND MAINTAINED ACCORDING 'RECTION TO MINIMUM STANDARDS AND SPECIRCA77ONNS OF THE V7RG/NLA ;ROSYON ? =MfNT CONTROL HANDBOOK AND WRGINIA REGULATIONS V9R 625-02-00 LiNE BEARING DISTANCE L 1 N 40 36'10" E 33.51 ' L2 N 287028" E 70.00' L3 S 61 4932` E 60.00' L4 S 2870 28" W 70.00' L5 N 61-1 W 60.00' PAhCL'L a \ ALBAAfARZX COUNTY STRY1CB AZ1rhVRTY L1 \ \ PB. 1089, Iw e7% 4) / B f�EX. WATER LINE AS SHOWN ON ALBEMARLE ' SA / COUNTY SERVICE AUTHORITY G'bk PLAN -A VON STREETa LINES LOCATEDT TAPPING SLEEVE / ( VALID Q, f (APPI IOMIAZE LOGt7K)N) yo rah \ 8 x9D' WIN THRUST BLOCK \ W 9 7 1 LINE PROPOSM 6" PW TANK (4it* HIGH) EASEII D1 ROAD METER POLE',,,PIP 0 714 { f tm \ \ 3 CNMARK \ � \ J k: j EX FENCE � l \ `r.'T IN P%WF? \ �c� A ` `4ri ' ;..: t`C o \ \� \ - \ EX FEAILLF ,; r, r PROPOSED FENCE NG GRAVEL ROAD � � FM HWRANT � • � ,,,, - s , ,ii CS i. 8YAt1 .S 'aU@Nj (SIM OETAAV TAX $YAJ 91-1'�$ '�w ` ... �"' f I I NOW OR AI;Y � PARjVAdf allS'TAMTIOA � � � fir': z� `a `.. n$iiTE . Ems? 0D12 j oB .�4sr . ass { lr TO nE IN (1) lO0 POUNDS PER t,OOO $4 FT. GROUND LAWSTOW OR EQUIVALENT: NO SOIL TEST 6 REQUIRW FOR INITIAL ESTABLISHMENT. BROKEN BRICK (1/2 N01E: USE RETAINER GLANDS (2) 14 POUNDS OF 10-20-1a FERTILIM? OR Et7TIVALENT PER 1,000 SO. FT. CU. YD.) ON GA GGA�TE VALVE (3) VAR/ETfE3 1Z7 Of (�i SEEDED: lf� ]'-jLl P P�•'"" + (a) SYMfiMER SEEI�I+IG` MAY EST - AI/GUST 1ST,. NRiMAN MNLtEP: 50 LBFa PER ACRE .€` :L 0) AUILMN SMW42 AUGUST 1ST - FMUARY 28114 $01650 MIX ANNUAL. RYEGRASS & WNW? R7E 50 In PER ACRE (c) VRING SEEDING: MARCH IST - AI 30R4 ANNUAL R*WASS: 60 WS: PER ACRE. (d) MULCH: 100 POUNDS OF S7RAW PER 1,000 Sa FT., ALL SEEDING IS TO BE MULCHED. OX"JUL WAT8R d7 SWIN 0010MOM 1. HORK SHALL BE S1UBJi'CT TO INS7OZO70V BY A4,804ARLE COUNTY SERVICE AUTHORITY INSPECT I THE CONTRACTOR KILL IH LIRE RE5I•'ONSfi�' FOR NOTiF??NG THE PROPER SERVICE AU7liORi)Y OFFRGALS AT THE START OF THE WAG PAD ATFiVCN M71 Li IN KE MIL. SUPPORT No SC" SARmNtE ERLIWON AND SERA III a*VU)L KkN860L K, iO3. 3t10 EI PLATE: '3.05-2 Z INE LOC.A77ON OF DOSING U71U7TES ACROSS ZHE LINE OF "X PROPOSED WT7RK ARE NOT NECESSARILY SHOW ON INE PLANS AND WHEZRE SHOWN, ARE ONLY AP rA�DIkWIUY CORRECT. IkE COMM40TO2 SHALL ON FIS OIW ##17AVW LOCATE ALL UNDERGROUND LA'S AND STRUCILI AS NE'CESSARY. 3 ALL MAIERIALS AND CONSIRUCIION "I COMPLY KITH GETNWAL WATER AND SEII OWSMUC774NN SFE10904770NS-A9 ADOPIW BY THE ALOEAURLE COUNTY SE1RWCE- AUTHORITY ON ,IaHUARY 20, 1984 A 0000FO ALLY 1, I&M 4 DATUM FOR AU ELEVAROW SHOWN IN NATIONAL GEOUERC SURVEY. f1 .'r�r `•f t` f 8. :Y` •k.7. T i l '. t f z`. z r. , 4a a «x y is a •.a A ..$ • $ ',a`8 $ LILT J:S' $.. • t t6 A COAM h^,. P t•_ I .i" . .7� .Y.-�.P."A $ $.',tR «f�4isi�Ayr��, etea�iA`?naR,g� '48?�a�iwADywtllbg4. �'*.r<s+Na'1�`.n�.nr�;9�8s,�i+.��m,w',,�n,8�������Yiy�b�a�.dho-�� •,e a3r .a.� aa' �.. ,a , ;,q' ...7... IF AhIr / ! � ' Fes' MW (524 SOVAREA� AC44 w 4ce( � ROD A • Cf# } � 1 HOftZON)AL DATUM IS BASED ON NAD 93 AND WE WA77CAL DAMM IS BASED ON NAVD 68 SURVEY LS 94SM OW PLAT RECORDED WITH OM WOK 1009 AT PALLS em PLAT ENTITLED `IPLA7 SHOMM 6OWNDARY OF 11.70 A.C. COMPOSED OF PARCELS \\\ 1. IA, III .s 1E TAX MAP 91 AS SHOD N ON A PLAT IN LOa 36O P. 191 LOCATED ON SL41E ROUTE 742 AWN S7IREET E'tfTI AAl7ED" BY ROLVABUSH, GALE & Assm, IPG. / w L. r 21-8 STOOVE StIAD,E 1 6' tL'74^LIL7 M!t�trfi ilrttp' « Come* 10 R" WAVY L0CA7&Il t"« D' NO iIAt dF' ALL.E 1#4 SWAWAW S IUr" t �F` ILtPN7NCx4L (ON t tlffTALLY AND WMW.Aa* TO START ar Throe Avon Street Water Storage Tank AVT - 002 Flat File 445 iL jLT�gpN No. 24701 b, " �� 6 t L'L LJ Z Z O U Ilf U) Z © 7z Fi L4 L 11l t I.NI V/ Z il� U V) LJ {fIj {71 � A II BATE < 1-22-M mum Or EJLAL ( wwa BY f = DAA CL Q BY o EAA y AS. SWPM 151 --- ---� 35' I 4' VARIES STRUCTURAL NOTES � 4AR l 4F� BY O�Hf45 �� CiMIiyF ' WORK Uiti, E 1. CLASSIFICATION OF CONSTRUCTION - TYPE-2C, IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (SECTION 401.0/BOCA 1984). 2. VALVE VAULT TOP SLAB DESIGN LIVE LOAD IS 300 PSF. 3. MATERIALS: CONCRETE -CLASS A f' = 4000 PSI REINFORCING BARS c ASTM A 615 GRADE 60, DEFORMED FY = 60 K$I ALLOWABLE BEARING CONCRETE - 1400 PSI FOUNDATION BEARING CAPACITY - 5000 PSF 4. NO FOUNDATION CONCRETE SHALL BE INSTALLED UNTIL ALL FOUNDATION WORK HAS BEEN COORDINATED WITH 1 \ 1 $ UNDERGROUND UTILITIES. t00 5. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED 3 D PLACED IN ACCORDANCE WITH ACI 315-80 UNLESS z � � AND \\ \ \ OTHERWISE SHOWN. MINIMUM SPLICE LENGTHS AND SEE GENE L OT 4 I EMBEDMENT LENGTHS SHALL BE AS TABULATED THEREIN. q, R i&l TE \ I It52, 123'.R . ` fit(S \ �,//\PLC �I I� I V 5 9.7 �r l I+$2 ' 32' 6. UNLESS OTHERWISE SHOWN, I `� REINFORCEMENT AT WALL CORNERS AND INTERSECTIONS SHALL BE DETAILED 0 I V G \ \ AS SHOWN ON FIGURE 11 OF ACI 315-80. CORNER \ I L� �` \ \ 2 REINF SHALL BE DETAILED AS SHOWN FOR OUTSIDE \ 24 -- -W R LOADED CORNERS. INTERSECTIONS SHALL BE DETAILED Lu 6 WITHOUT DIAGONAL REINF. ALL LAP SPLICES SHALL i`7, R x BE CLASS C. ? Z�IIXIb` 1 I VGO � D \\ TE MINATE VA �T DRAIN VVE R DUCER � , M\ \ r x AL ' 0 T TO.E, 0 51 0 E 7. MAJOR CONSTRUCTION JOINTS ARE SHOWN ON THE 1 ►- i VA U oz w� \ 57.5'� V DRAWINGS. CONSTRUCTION JOINTS MAY BE ADDED, W 4 I \ P l K RELOCATED IF PROPERLY DETAILED ON a. Q \ �, \ - G W�E RI RAf� 8 THIC OMITTED OR °co ` L- G 1'2,3/4"C \ L ID IN\CCORbAN SHOP DRAWINGS AND APPROVED BY THE ENGINEER. , XW H H S T RO D AD 0 ELE N TES 10 _ Ca ON \I I 5R 10 G E.N 5TANONZO5,Iab YP A; NOT GROUTED. I I _ ,� 1 � I I t0_� 3 m 9 0 \ TA K �'LA,h1 ( LIM OF A 1 I ORK 1NE G HIGH �n q ` ELECTRICAL SYMBOLS CHAIN LINK FENCE t 1 I' RIGN I \ -- CONDUIT RUN EXPOSED HATCHED LINES DENOTE NUMBER v OF CONDUCTORS WHEN OTHER THAN TWO. T HOME RUN, NUMBER OF ARROWS DENOTE NUMBER OF CIRCUITS UiI; \ \ LETTERS AND NUMBERS DESIGNATE PANEL AND CIRCUITS. X 0- INCANDESCENT LIGHTING FIXTURE, WALL MOUNTED MH 5'4" UNLESS INDICATED OTHERWISE. ELEC \ + S NOT EI MH 4'-0". 1 �,Q\ IO13 SINGLE POLE SWITCH' k � � 23 ' R E \ +04 UCP ' I&I WID AT E P Y' 3" \ \ DUPLEX RECEPTACLE MH 4'-0". O � T �E, HU � C \. � \ DISCONNECT SWITCH. SE ICE pR0 X x � O I I PANELBOARD MH 6'-0" TO TOP. TE2. 14'R O UC P UNDERGROUND CONDUIT AND WIRING, POWER. qt8 _ _ \ EXISTING -i � i 01 R % -' _ '\ r UCT UNDERGROUND CONDUIT, EMPTY, TELEPHONE. r GAr _ `\ i I, 1 \ \ E OA ,� - \ 19 'R _ _ o o� GREENSTON 1 -A - _ `ov OUTCROPPING w MARK` TWO C2) PK NDRIVE uj POWER N 10�0 VEPcO \ GENERAL NOTES I, R P N0, CF 4-t END OF \ ELEV, EXIST ROAO co h \-� 1. SURVEY*JNFORMATION WAS PROVIDED BY THE OWNER, SITE PLAN t E AND PREPARED BY ROUDABUSH GREENE AND GALE AGGR GATE , , , SCALE I"=20' 0 CoI WECT NE� �� PAVEMENT INC. OF CHARLOTTESVILLE, VIRGINIA ON MARCH \9 AGGREGATE PV`MT 20, 1987 AND MAY 189 1987. RED- BROWN CLAY DECOMP05ED TO FRACTURED GREENS TONE FIN GQ--1 E1lST GR OILED- SAND COSH tON - 2 3'•O'' Z_ 1`" MIN) SELECT PROVIDE i2" MIN SELECT GRAQULAR FILL GRANULAR FILL UNDER RINGWALL FOUNDATION TYPICAL SECTION SNOWING NC SCALE �op1'0 la0i3O (�OI,Q 18" RIPRAP \ -TYPICAL SECTION 3,2 SCALE: 1 51 3 18" THICK RWRAP TO EXST AGGREGATE ROAD 2. SURVEY DATUM USED IS 0.12' HIGHER THAN USGS TANKR a< DATUM. DATUM 15 NOT CONFIRMED U w 3. INSECT SCREENS SI-IALL BE PLACED ON THE V w TANK DRAIN, VALVE VAULT DRAIN; TANK OVERFLOW, Q p G. AND TANK VENT AND SHALL CONSIST OF STAINLE55 Ij STEEL SCREEN W ITN A 4 MESH OPENING, O u J w \9-Q 4. CAP END OF 24" WATERMAIN FOR FUTURE CONNECTION PR POSED 0. x 3 BY OTHERS, 0 Q v GR u N - 1 , 0 SELECT GRANULAR EXST GR' FILL FIN GR a. `( OTHERS I 1411 REMOVE ALL CLAY AND REPLACE AS SNOwN 5gq,�p 0 ON EL, 595 o O 0 TANK 5U5GRADE PREPARATION VALVE VAU LT G0 ©, 50 WATER MAIN PROFILE SCALE: I"= 20' HO'+R Il II'= 5' VERT (4I-OII G. Co 9 D GY,G W19Y.W?,9 WWF RENFORCEMEW7 SEC.T101�1 3.1 NO SCALE 3 8. CONTINUOUS REINFORCING IN WALLS AND SLABS MAY BE SPLICED, AS REQUIRED, PROVIDING BARS ARE - OF THE LONGEST PRACTICABLE LENGTH AND ALL SPLICES ARE SHOWN ON REINFORCING SHOP DRAWINGS. WHEREVER POSSIBLE, SPLICES SHALL BE STAGGERED. FIELD CUTTING OF REINFORCEMENT WILL NOT BE PERMITTED. 9. UNLESS OTHERWISE NOTED, PROVIDE CONCRETE PRO- TECTION FOR ALL REINFORCING IN ACCORDANCE WITH PARAGRAPH 7.7 OF BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-83). 10. PROVIDE DOWELS TO MATCH REINFORCEMENT IN ALL WALLS, SLABS, AND BEAMS. 11. SPREAD REINFORCEMENT AT OPENINGS AND SLEEVES UNLESS OTHERWISE SHOWN. DO NOT CUT REINFORCEMENT. 12. CONCRETE WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE AND OTHER FORCES UNTIL 70P SLABS ARE IN PLACE AND HAVE ATTAINED REQUIRED STRENGTHS. 13. PROVIDE WATERSTOPS IN ALL CONSTRUCTION JOINTS. 14. THE CONTRACTOR SHALL VERIFY THE SIZE AND' LOCATION OF ALL OPENINGS, SLEEVES, INSERTS, ETC., WITH SHOP DRAWINGS OF THE EQUIPMENT TO BE INSTALLED, AND, NdTIFY THE ENGINEER OF ANY CONFLICTS, I5, THE TANK SHALL CONFORM TO AWWA D00.84� EXCEPT A5 OTHERWISE SPECIFIED OR INC r ELECTRICAL NOTES 1. METER BASE AND NONFUSIBLE 100A DISCONNECT SWITCH IN NEMA 3R ENCLOSURE SHALL BE MOUNTED ON 25' CLASS 6 POLE. METER BASE SHALL BE FURNISHED BY VEPCO AND INSTALLED BY THE CONTRACTOR. DISCONNECT SWITCH AND POLE SHALL BE PROVIDED BY CONTRACTOR. 2. EMPTY 3" CONDUIT FOR FUTURE TELEPHONE SHALL BE STUBBED UP 12" ABOVE GRADE AND CAPPED AT VEPCO POLE. CONDUIT SHALL BE STUBBED OUT 6" IN51C;E WALL AND CAPPED WHERE IT ENTERS VALVE VAULT. 3. PAD -MOUNTED RECTIFIER FOR CATHODIC PROTECTION SYSTEM. CATHODIC PROTECTION SYSTEM TO BE PROVIDED AS SPECIFIED. 4. PROVIDE NONFUSIBLE 30A DISCONNECT SWITCH IN NEMA 3R ENCLOSURE FOR HEAT TRACE CABLE IN VALVE VAULT. 5. THE EQUIPMENT PAD SHALL BE A 4'x4' CONCRETE PAD, 6" THICK, WITH 6x6-W2.9xW2.9WWF REINFORCEMENT. PANEL L A VOLTAGE-, 240/120 V I - 5 \nI1RE 100 AMP 5U5 100 AMP MAIN BRKR CKT BR►(R COMO CKT DESCRIPTION LOAD-KVA ICK7 51RVR COND CKT, DESCRIPTION LOAD- KVA 401 P AMP N0, SIZE A B C 30 NO. P AMPNO.ISIE A B C 50 1 1 20 2 12 VAULT LTG 0.4 2 1 20 2 12 VAULT RCPT 0,2 3 1 0 2 4 RECTIFIER G.5 4 1 20 2 12 HEAT TRACE 0.1 5 1 20 SPARE G I CO SPARE 7 1 20 SPARE B 1 20 SPARE 9 SPACE IO SPACE 1 I SPACE 12 SPAC E TOTALS 0.4 10.2 0.1 TOTAL CONNECTED LOAD 7.2 KVA zi Io�JO'H� IKQVIJG 171CH IIV VCN1.. C�C, MVVRG1.7N IV-- ICV�L LL.• ETE REVISIONI DATE I LDESCRIPTION I BY APP DESIGNED OMH AVON STREET WATER IMPROVEMENTS PROJECT NO, 81-2 DRAWN JLJ ALE'EMARL£ COUNZY SERVICE AU-THORITY y CHECKED t� ALBEIMARL.E COUNTY, VIRGINIA AAL APPROVED " -SITE PLAN; NOTES AND DETAILS SUBMITTED WAIZ 1978 HAYES, SEAY. MATTERN AI MATTERN SCALE COMM. 1asBld�r ARCHITECTS - ENGINEERS - PLANNERS5 SHOWN N0. (= ROANOKE, VIRGINIA DATESHEET