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HomeMy WebLinkAbout21-03 North Park Plaza - Stonewall - Backfile (2)VOOT GENERAL NOTES SELECT MINIMUM STANDARDS VDOT General Notes SELECT MINIMUM STANDARDS EROSION AND SEDIMENT CONTROL NARRATIVE V1. All work on this project shall conform to the latest editions of the Virginia Department of Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after U a 7 1 ocsnm Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within -.� � a a tat� nd" p*d oarless the corwhe oe of ►lava Pali Pin% a g center and the aaoaat"e uffim stomata. Control Regulations and any other state, federal or "ocal regulations applicable. In the event of seven days to denuded areas that may not be at final grade but will remain dormant for longer o co co mana�'n"'l'°` °' have been �'d°d for this project by eager cieve4ment conflict between any of these standards, specifications or plans, the most stringent shall govern. than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for p.� W t MIN srtz CONWIM V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and more that one year. rn "' of t "'° era that l" awrtwhly cwm°° wfnh Fwd mae ""°" This nee is arrahty Health Administration and VOSH Rules and Regulations. �; h V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected - Ln ADM7W axr in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic with sediment trapping measures. The applicant is responsible for the telrtporary protection and •P•t w z 7hs am Is tea"hd"d by Narinebaaq tb to Noraawe"t. pate Orafer Orlye to the ttortaewt, CSJt Ratlwoa and Fort P (� Caner M"Pak to the southeast. woare'e Lumber ace a reddedtal pace On to Lae "°fawns. control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge permanent stabilization of all soil stockpiles on site as well as borrow arec:, and soil intentionally � ® g � N � CDSpecifications, Section 104.04-C. transported from the project site. RTE 37 Q CD owtlrx EROM AWS V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including �- Z N Al crew on "ei i14e will be oondderad a ar0elon crew and 00 be nmft W `*. % dts w' be milt rd traffic signal ales, unction boxes, controllers, etc. owned b VDOT or mate utility company. It is Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap � � g �e 00 otrueft to awn owes" .,�„ is rot � piece' The ,md V k bad/ W per,, * their 9 P 1 Y P � P Y' sediment shall be constructed as a first step to an land disturbing activit and shall be made � �� � o W � � � I, tree a�ee e n the sole responsibility of the developer to locate and identify utility facilities or items which may be in functional before u slo a land disturbance takes lace. g 1 �t ' w conflict with the proposed construction activity. VDOT approval of these plans does not relieve the P P P •c? :� a `� mum M smildw ow aa. r s developer of this responsibility. (` "�,�•�;,� ' Cd � � � o � tr,rew "aaawt"e ndwted, m wgetaare and etrh *sd avelm and se6w omdrd practices " be coastmated and V5. Design features relating to field construction, regulations, and control or safety of traffic may be Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions �Z �� , b mantetaed a000rdag to Term° smmeatls awl epeatRoottP of to regktf m nee mmmm deader°' of the vac" immediate) after installation. ddt be odhaed to raless onaawtse waved or approved by a rer{aroe. subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any Y f ,}� field revision will be the responsibility of the developer.. % �� ��-' IH � U' A amdructm entrahoe shalt be omh"bucted In the location dhmn on the pima to cam In the V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT Underground utility lines shall be installed in accordance with the following standards in addition to r-t ® mww of "e*rw* deposes from coosavotM traffic p6w to erdertag the phbse rw-of-.ar• land use permits for any work on VDOT right -of way. other applicable criteria: �' oD g sednaad Bailee: we be ow*ucfea a" Bah" on t1e plam V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged -No more than 500 linear feet of trench may be opened at one time. X� and held by the engineer and/or developer with the attendance of the contractor, various County -Excavated material shall be placed on the uphill side of the trench. Slit Feaoe; N9 be taddted a dream m the plaro. agencies, utility companies and VDOT prior to initiation of worm. -Flow from dewatering operations shall be filtered or passed through an Outlet Pictsm Will be oormtructed as shown on the p� to v sooWng and devoMen dmn dope of v� V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for approved sediment trapping divide or both, and discharged in a manner thatcluft any undetermined length of time. VDOT will also re gttire 48 hours notice for any inspection. does not adversely affect flowing streams or off -site property. �il��® VICINITY MAP l et tvetecnom wn be r"W at shom on t" � V9. The contractor will be responsible for maintaining o equate access to the project from the -Material used for back filling trenches shall be properly compacted in order its= 200' VEMMIN PPAcficrs adjacent public roadway through construction and maintenance of a construction entrance in to minimize erosion and promote stabilization. Top Soft Topeon %a be "tip* free the die are stcdoea In as am detemdmd in the net°• upon the accordance with the Virginia Erosion and Sedimeri..Q l]trol Handbook, Section 3.02. Furthermore,-Restabilization shall be accomplished in accordance with the regulations. o �� cc ,OeW of are proJKt topecp w� be placed on m &b W leas at a mtr mm depth of 4 trdhee access to other properties affected by this project shall be maintained through construction. The -Applicable safety regulations shall be complied with. Tarapaay sewing: d dmWW lee" left domhard for more tear 30 days Ad be seeded vela° a fat gamtadl+l Developer shall have, within the limits of the proproject shall ll employee certified by the Department of Where construction vehicles access routed intersect paved or public roads, provisions shall be made wgebotlon appropriate to the time of yea. see Table 33t-e -Acceptable Temporary seedig )'lad Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment control devices and measures for proper installation and deficiencies immediately after each rainfall, is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at t�cEMINT at least daily sty weet:l� wthe end of each day. Sediment shall be removed from the roads by shoveling or sweeping and Owatruction of al sedtmad trope, "edlment bane, sedi od barter. dim me. and eedmaht aatrapmaab shall be tee during prolonged rainfall, and when no rainfall event occurs. frd dep before ay upaep" land drtaba,ae can been, cad shall be faaaamrat prepay. &Mm *ucb w must be V10. Contractor shall ensure adequate drainage i:a achieved and maintained on the site during and at transported to a sediment control disposal area. Street washing shall be allowed only after sediment stabilized oft seed cad mulch henemet* upm aomploton. 0matruatlm wN be se*wmd so tad grakp opmaacn' the end of construction. is removed in this manner. This provision shall apply to individual development lots as well as to will be* and ax as won as po"& fie contractor "raw' the option to oantnxd bn aosccnb°l msaaur"" mash g law er land -disturbing activities. � r� a amass arc Ow iD wit In that am Do The oahho*r doe" rid have to oamtruct exam oaaaet V11. All water and sewer lines within existing oil• proposed VDOT right-of-way are to have minimum g meanies tar t" °dire dt" at the of the lam) 36" cover and when possible shall be installed undttr roadway drainage facilities at conflict points. Aft aehbrnq odo*Kb steeractaa, In On opWm of nee load aaa, ta etcr, the cpany evaam and see#aad V12. Any unusual subsurface conditions encountere4•" during the course of construction shall be All temporary erosion and sediment control measures shall be removed within 30 days after final) site ca,lrel, dim to rea,oved am ,at, cave® afie6erbed &ft +fit, procees dhm be etebllind. A, stabilization after measures are no longer needed, unless otherwise authorized by immediately brought to the attention of the engine. r and VDOT. Work shall cease in that vicinity until station or the temporary PROJECT DATA: I0RNAl1iNr sD1elAAnotl an adequate design can be determined by the engineer and approved by VDOT. the local program authority. Trapped sediment and the disturbed soil areas resulting from the PROJECT: Al crew dtdurbed by emebucum, rat otlhawieed sb ftW 4 covered by "tructues or phi Bat be storages V13. All fill areas, borrow material and undercut crecYs shall be inspected an approved by VDOT disposition of temporary measures shall be permanently stabilized to prevent further erosion and TOTAL AREA OF SITE: 8.455 ACRES oft pamewd seaing kw"* fok*q *M gradng. ssedng dal be done In aecerdarm with the VM &M ,., sedimentation. ft aftastma rrm ids deaamet drat be approved by the local we"cwhd � see Taw, sr.representative prior to placement and fill. Where 4.811 testing is required, a VDOT representative shall CURRENT ZONING: B3 speatic seering MM"ee fa Ippalodht 0cantara Area. be present to insure the sample obtained is representative of the location. When soil samples are PROPOSED ZONING: B2 & B3 NORT PARK y.W rw way94" submitted to private laboratories for testing, the samples shall be clearly identified and labeled as PROPOSED B2 AREA: 6.7970 ACRES Room .der maaagaraad raelRler have been pmMW for this elm by prvto,ue deriopmaat The Imdo m we be belonging to a project which will be accepted by VDOT and that testing shall be conducted according GENERAL NOTES PROPOSED B3 AREA: 1.6577 ACRES deaa 'esmteft for the edrm of the dorm *a*mo,aogemad taaiRy. to all applicable VDOT standards. CURRENT USE: VACANT V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION PROPOSED USE: RETAIL SPACE PLA A All "'Ora' owl s"dim ambr ao" "� be chedad Mt' acl afoer soda dgn mkddt � ad be IN A PUBLIC RIGHT OF WAY. BUILDING HEIGHT ALLOWED: 35' MAX. for adermiag, ciftlaottm, moaon and depo I r,aotaa A ddtcla Iles w11 be arrested nhmedetey. compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method ." m t W wB be wee an the ate In a mmw wn"re tit In cot sear to cods In the, Mm. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BUILDING HEIGHT PROPOSED: 24' HIGH CANOPY � SITE INFORMATION: ri ht-of-w At the direction of VDOT Inspector, densi tests performed b a independent BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. F.A.R.: 1.0 ADDRESS: 1276 MARTINSBURG PIKE Aa eeedee to will be reeeed"d, mulched and %rW ad m needed to obtata as adequate darhd of qrm" g aY• P P Y qualifiedill agency shall be conducted as required in the VDOT Road and Brid e S ecifications. A co of all 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE 9 Y 9 P PY BUILDING SETBACK REQUIREMENT B2 63 TM #54A - ((1)) - A tests shall be submitted to VDOT prior to final VDOT approval. PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND P PP . FRONT: 50 50 V15. VDOT Standard CD and LID under -drains shall be installed where indicated on these plans and LEAVING THE SITE. LEFT: 0 15' ZONED: B-3 qqcU Cy further where determined necessaryb VDOT Inspector. 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS DEED BOOK 948 PG 247 f"' E- Y P RIGHT: 0 15' r V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE REAR: 0 15' �"°� C FIRE MARSHALL GENERAL NOTES THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED meet VDOT minimum design standards and is the responsibility of the developer. TO ORIGINAL CONDITIONS. BUILDING SETBACKS PROPOSED r > E_- 1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH FRONT: 51.1' OWNER/DEVELOPER: WHERE CURBING MUST BE PAINTED YELLOW. z Q markings must be installed by the developer or of w'O0. s discretion, by VDOT on an account THE 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION LEFT: 63.6 = receivable basis. Stop signs shall be 'shirty (30) inches tall with high intensity sheeting. The bottom RONNIE SIM KHOVITCH 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION RIGHT: 52.7' " of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a v vt 2. NO PARKING -FIRE LANE SIGNS WILL BE PLACED ON THE SITE minimum of four 4 feet from the edge of .:a°n,t ai. Sin posts shall be of a found on OF THE PROJECT. REAR: 50.0 2929 VALLEY AVENUE Ly � H AT THE FIRE MARSHALLS DISCRETION. O g '' g P � 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE (NO BUILDINGS PROPOSED IN B3 ZONING) 22601 LU H �-, VDOT s approved list. A copy of this list may be obtained from the District Material Section. Contact OF THIS SITE. WINCHESTER, VA �n 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION the local VDOT residency office with any question® ►edarding sign material and placement. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND GREEN SPACE CALCULATIONS (540) 662-0909 Q LU V18. The developer must provide to the local `,';"_ ` � 4ice a list of all material sources prior to DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. "- LU � � Z AS DETERMINED BY THE FIRE MARSHALL ci ® 3::) construction. Copies of all invoices for materi:: ; ''phi;; any dedicated street right of way must be 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND B215% REQUIRED (6.7970 * 0.15 =) 1.0196 AC. LU U_ H w provided to the local VDOT residency office prior to :acceptance of the work. Unit and total prices GUIDELINES SET FORTH BY OSHA AND VOSH. 27% PROVIDED (1.8496/6.7970) 1.8496 AC. : Z may be obscured. SEAL AND SIGNATURE TRIP GENERATION DATA Y 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) v Z Z LLJ V19. Aggregate bases and sub••• bows shall be placed on the sub -grade by means of a mechanical 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND B325% REQUIRED (1.6577 * 0.25 =) 0.4144 AC. l--1 zH C PHASE 1 TRAILER PARKING LTH OF O SEE S03ERATE TRAFFIC STUDY REPORT spreader. Density will be determined using tl�e density control strip as specifued in VDOT s "Road and EXISTING SITE CONDITIONS. Bridge Specifications"(Section 304) and VTM-10. A certified compaction technician shall perform these 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY 26% PROVIDED (0.4356/1.6577) 0.4356 AC. o���'A �' Q[ �w PHASE 3 CONVERSION TO CAR PARKING )- tests. A certified copy of the test results shall be provided to the Residency Office. In addition to UTILITIES REQUIRED BY THIS SITE PLAN. (•L cY checking stone depths, A VDOT representative shall be notified and given the opportunity to be present 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE 29% PROVIDED (0.4782/1.6577) 0.4782 AC. Al ® � cL during the construction and testing of the density control strip. PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. LOADING SPACE CALCULATIONS MICHAEL M. ARTZ36 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT°s "Road 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% REQ 1/FIRST 10 000 SF BUILDING No. 1513 ® � and Bridge Specifications"(Section 315). Density will be determined using the density control strip as DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, ac specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER THEN 1/30,000 ADDITIONAL SF REQUIRED �y � 0 '� 0 certified co of the test results shall be provided to the ResidencyOffice. A VDOT representative BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND shall be noted and given the opportunity to by p1 :see; during thconstruction and testing of the APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL TOTAL 00 = 1 SF PROPOSED BUILDINGS SURV00 _S control strip. gg g SUPERSEDES THIS NOTE IF PROVIDED. 53,1000 0 1 i 53,100/30,000 = 1.77 1.77 V21. Approval of these plans shall expire three (3 ears from the date of the approval letter. 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY LSE PLANS ARE IN CONFORMANCE WITH COUNTY APP P P ) Y PP TOTAL REQUIRED 2.77 PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE TOTAL PROVIDED 3 OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR PARKING CALCULATIONS OR CHANGE IN THESE PLANS SHALL BE APPROVED BY REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND PHASE 1 REQUIRED THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. EROSION AND SEDIMENT CONTROL NOTES SPECIFICATIONS SET BY THE CITY OF WINCHESTER DEPARTMENT OF PUBLIC 2500 SF RESTAURANT @ 1/100 25 GENERAL EROSION AND SEDIMENT CONTROL NOTES WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND 7500 SF MOTORCYCLE SHOWROOM @ 1/400 18.75 COORDINATE THE WORK WITH PUBLIC WORKS. 4572 SF OUTSIDE DISPLAY @1/3000 1.52 FREDERICK COUNTY PUBLIC WORKS APPROVAL ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. 7500 SF RETAIL @ 1/200 37.50 constructed and maintained according to minimum standards and specifications of the Virginia Erosion and THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF TOTAL PHASE 1 82.77 = 83 SURVEY NOTES Virginia Regulations EACH WORK DAY. Sediment Control Handbook and Yr lnta R ulations VR 5.25-02-00 Erosion and Sediment Control 83 PROVIDED Regulations. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE PHASE 2 CONSTRUCTION PROCESS. 10500 SF RETAIL @ 1/200 52.5 (� - 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A ES-2: The plan approving authority must be noted cne week prior to the preconstruction conference, one 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO TOTAL PHASE 2 52.5 = 53 d: DIRECTOR DATE FIELD RUN SURVEY PERFORMED BY OTHERS. week prior to the commencement of land disturbing activity, and one week prior to the final inspection. EXCAVATION WITHIN EASEMENTS. 72 PROVIDED 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT PHASE 3 ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing. WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. 1500 SF RESTAURANT @ 1/100 15 FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL 2. THE PROJECT BENCHMARK IS THE EXISTING FINISH FLOOR OF 759.00' 10500 SF RETAIL @ 1/200 52.5 ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all TOTAL PHASE 2 67.5 = 68 times. 87 PROVIDED ' S V) PHASE 4 ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans, (including, 3000 SF RESTAURANT @ 1/100 30 p /I� CONTACT NUMBERS , LA RE�r °EWER D TE � but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion 20100 SF RETAIL @ 1/200 100.5 4' Z NORTH PARK PLAZA: control plan to the owner for review and approval by the plan approving authority. TOTAL PHASE 3 130.5 - 1310E ,�.» •�� � = RONNIE SIMKHOVITCH (540) 662-0909 140 PROVIDED ;' FREDERICK COUNTY ZONING APPROVAL ES-6: The contractor is responsible for instaAation of arty additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. TOTAL REQUIRED PARKING FOR ALL PHASES 335 ENGINEERING FIRM: TOTAL PROVIDED PARKING FOR ALL PHASES 382 v ARTZ & ASSOCIATES, PLC 540 667-3233 TOTAL REQUIRED ADA SPACES 8 ( ) ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS, Q g g disturbing activities and during site development until final stabilization is achieved. TOTAL PROVIDED ADA SPACES 8 f� ��11510 8 8 ZONING ENFORCEMENT. STEEP SLOPES, WOODLANDS, OR ANY ENVIRONMENTAL LANDSCAPING CALCULATIONS DEPARTMENT OF PLANNING (540) 665-5651 ES-8: During dewatering operations, water will be pumped into approved filtering device. FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENT BUFFER SETBACKS SPACES � 2,011ING ADMINISTRATOR DATE � SITE INSPECTIONS: ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing INACTIVE 25' DEPARTMENT OF INSPECTIONS (540) 665-5650 ha all�made my necessary repairs or cleanup to maintain the effectiveness of the erosion control devices (OTHER THAN LIMESTONE OF COURSE) ACTIVE 25'50' THIS SITE PLAN IS VALID FOR (5) FIVE a. EROSION AND SEDIMENT CONTROLPARKING PHASE 1 & 2 PARKING LOT PARKING LOT PERIMETER YEARS FROM THIS DATE OF APPROVAL w DEPARTMENT OF PUBLIC WORKS = 2853' F- Mao ( ) 665-5643 REQUIRED 1/40' = 71.3 = 71 TREES z PHASE 3 PARKING LOT = 1622' SANITARY SEWER AND WATER: REQUIRED 1-40' = 40.55 = 41 TREES CITY OF WINCHESTER (540) 667-1815 STREET TREES - TER PUBLIC WORKS APPROVAL ROAD BOUNDARY = 1094.7' CITY OF WINCHES CHECKED BY: MMA TELEPHONE: VERIZON (301) 954-6282 REQUIRED 1/40 = 27.4 27 TREES EXISTING = 9 MARCH 6, 2003 ELECTRIC: ALLEGHENY POWER (800) 654-3317 PROPOSED 18 INTERIOR PARKING LOT LANDSCAPING _. GAS: SHENANDOAH GAS COMPANY (540) 869-1111 PHASE 1 & 2 PARKING LOT I "ITY ENGINEER DATE PROJECT #20351 244 PARKING SPACES @ 1/10 = 24.4 24 TREES PHASE 3 PARKING ,_ MISS UTILITY: 1-800-257-7777 !01' SHEET 1 OF 10 170 PARKING SPACES @ 1/10 = 17 17 TREES LINE BEARING DISTANCE LINE BEARING DISTANCE L1 S 30' 19'48" W 14.75' L53 N 30' 19'48" E 1.00' L2 N 30"9'48" E 14.75' L54 S 59'40'12" E 15.50' L3 N 59*40'12" W 162.00' L55 N 30'19'48" E 155.00' L4 S 30' 19'48" W 188.22' L56 N 59'40'12" W 15.50' L5 N 59*40'12" W 30.18' L57 S 59'40'12" E 101.50' L6 N 38' 13'58" E 59.87' L58 S 30' 19'48" W 17.00' L7 N 39'34'34" E 77.49' L59 N 30'19'48" E 15.50' L8 N 42*01'01" E 53.58' L60 N 59*40'12" W 97.00' L9 N 45'27'50" E 7.13' L61 N 30'19'48" E 6.00' L10 N 30'19'48" E 14.75' L62 N 59*40'12" W 7.00' L11 N 59'40'12" W 11.94' L63 S 59'40'12" E 7.00' L12 N 30'19'48" E 15.50' L64 S 59*40'12" E 31.00' L13 S 30'19'48" W 15.50' L65 N 59'40' 12" W 31.00' L14 N 59*40'12" W 132.00' L66 S 30'19'48" W 14.75' L15 N 30' 19'48" E 15.50' L67 N 30' 19'48" E 14.75' L16 N 59'40'12" W 0.56' L68 S 59'40'12" E 132.00' L17 S 30'19'48" W 15.50' L69 S 30'19'48" W 127.00' L18 N 59'40'12" W 42.00' L70 S 59'40'12" E 44.08' L19 N 30'19'48" E 26.00' L71 N 59*40'12" W 7.63' L20 N 59'40'12" W 35.24' L72 S 30'19'48" W 30.40' L21 S 30'19'48" W 109.00' L73 N 44'24'48" E 31.34' L22 S 30'19'48" W 15.00' L74 N 59*40'12" W 5.18' L23 S 30"9'48" W 25.00' L75 S 30'19'48" W 30.77' L24 S 59*40'12" E 702.16' L76 N 44'24'48" E 31.41' L25 N 44'24'48" E 246.32' L77 N 59'40'12" W 11.73' L26 N 59'40'12" W 186.40' L78 S 30'19'48" W 26.53' L27 N 25'01'35" E 0,35' L79 N 44'24'48" E 27.98' L28 N 31'45'52" E 99.05' L80 N 59'40' 12" W 9.29' L29 N 31'50'45" E 40.85'. L81 S 30'19'48" W 28.93' L30 N 34-34'20" E 23.58' L82 N 44'24'48" E 30.07' L31 S 59*40'12" E 44.41' L83 S 59*40'12" E 31.00' L32 S 30'19'48" W 0.78' L84 N 59*40'12" W 31.00' L33 N 59*40'12" W 15.50' L85 S 59*40'12" E 31.00' L34 S 59'40' 12" E 31.00' L86 N 59'40' 12" W 31.00' L35 N 30' 19'48" E 1.00' L87 S 59'40'12" E 31.00' L36 N 59-40.12" W 31.00' L88 N 59*40'12" W 31.00' L37 S 30' 19'48" W 1.00' L89 N 59'40' 12" W 247.50' L38 S 59'40'12" E 31.00' L90 S 30'19'48" W 13.00' L39 N 30'19'48" E 1.00' L91 S 59'40'12" E 6.76' L40 N 59'40' 12" W 31 .00' L92 N 30' 19'48" E 47.61 ' L41 S 30'19'48" W 1.00' L93 N 59*40'12" W 47.70' L42 S 59'40'12" E 31.00' L94 S 30' 19'48" W 132.00' L43 N 30'19'48" E 1.00' L95 N 59'40'12" W 133.00' L44 N 59*40'12" W 31.00' L96 N 30* 19'48" E 14.75' L45 S 30' 19'48" W 1.00' L97 S 30'19'48" W 14,75' L46 S 59'40'12" E 31.00' L98 S 43'33'32" W 1.83' L47 N 30' 19'48" E 1.00' L99 S 30' 19'48" W 169.56' L48 N 59'40'12" W 31.00' L100 S 59'40'12" E 9.00' L49 S 30' 19'48" W 1.00' L101 N 30' 19'48" E 208.44' L50 S 59'40'12" E 8.81' L102 S 30'19'48" W 21.50' L51 S 30-19'48" W 156.50' L103 N 30'19'48" E 17.00' L52 N 59'40'12" W 17.31' L104 S 59*40'12" E 4.50' L105 S 08'02'51 " E 1.50' CURVE TABLE IS BASED UPON FACE OF CURB WHERE APPLICABLE CURVE RADIUS ARC LENGTH C1 5.25' 16,49' C2 25.00' 39.27' C3 35.00' 59.81' C4 5.25' 8.25' C5 4.50' 14.14' C6 4.50' 7.07' C7 4.50' 7.07' C8 5.00' 7.85' C9 25.00' 45.41' C10 25.00' 36.96' C11 35.00' 52,39' C12 4.50' 7.07' C 13 4.50' 7.07' C14 4.50' 7.07' C 15 4.50' 7.07' C16 4.50' 7.07' C17 4.50' 7.07' C18 4.50' 7.07' C 19 4.50' 7.07' C20 4.50' 7.07' C21 4.50' 7.07' C22 4.50' 7.07' C23 4.50' 7.07' C24 4.50' 7.07' C25 4.50' 7.07' C26 4.50' 7.07' C27 4.50' 7.07' C28 4.50' 7.07' C29 4.50' 7.07' C30 13.00' 20.42' C31 4.50' 7.07' C32 4.50' 7,07' C33 4,50' 7.07' C34 4.50' 14.14' C35 4.50' 7.07' C36 4.50' 14.14' C37 5.00' 7.85' C38 5.00' 7.85' C39 4.50' 14.14' C40 4,50' 14.14' C41 5.25' 16.49' C42 15.00' 23.56' C43 5.00' 7.85' C44 5.00' 14.48' C45 5,00' 9.08' C46 5.00' 7.85' C47 3.75' 10.86' C48 5.00' 9.08' C49 5.00' 9.08' C50 5.00' 7.85' C51 7.50' 21,72' C52 5.00' 7.85' C53 6.00' 17.37' C54 5.00' 9,08' C55 4.50' 14.14' C56 4.50' 14.14' C57 4.50' 14.14' C58 4.50' 14.14' C59 4.50' 14.14' C60 4.50' 14.14' C61 5.00' 7.85' C62 5.00' 7.85' C63 10.00' 15.71' C64 5.25' 16,49' C65 25.00' 35.49' C66 100.00' 23.09' C67 12.50' 19.63' C68 12.50' 19.63' C69 5.00' 7.46' C70 4.50' 14.14' C71 4,50' 7.07' VDOT STD CG-11 ENTRANCE FLOW LINE 17' FROM EX EOP 2" HOT ASPHALTIC CONCRETE BASE IM-19.0 1 /4":1' 1.5: HOT ASPHALTIC CONCRETE SM-12.5D w z 1 /2":1' VDOT STD ''' CG-7 EX LANES 14.0' VARIABLE 4" HOT ASPHALTIC 6" CRUSHED STONE CONCRETE BASE AGGREGATE SUB -BASE BM-25.0 TYPE 21-B TURNING LANE (ROUTE 11) TYPICAL SECTION I 3 3 EX. VDOT CG-7 3 l I I O I ,LAJ' 3 I O i ; I ' i 1 a I� UJI (�/�p I 01 FH 2" FORCE I N I SEWER 3 __ f i 110 v . m I 3 Lo I100 S' zof H 3 AG-7 OP. 0 LO SIGN 1 ;I R35.0 VDOT STD Q 3 CG-7 Q Z O z W 4 p - T w z J X w I N.T.S. 43-A-35 A,ARON ZUCKERMAN ZONED M2 PARK CENTER DRIVE t 1 Notes: 1. 21-B Crushed Aggregate, Base Type 1, shall be compacted to 95% of the Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. INTERIOR LOT HEAVY DUTY PAVEMENT SECTION (shaded areas) N.T.S. I4,400 AADT YEAR 1999 '.. 6,q�------ 6Ag----"_ 6A3- 6Ag-- 6A3--- 6A9--- 6A4-- 6Ag---- p -- S 58'49'12" E 529.65 &Aq._._ 6,A,g 6A5---- (5A5 bi49-- 6A5--- bAg f--_-.-- - EXISTING STORMWATER ^ � I DETENTION- FACILITYLU 52. k QQ T, -- ._ BLDG. QUARLES PETROLEUM / 1N 54-A-1-B / i3 ZONED B-3 / C / ;� I EXIST. PVMT 1 ' S 5847 09 E,: 451.39' - - r N 54.32 LF 15" ADS J 02.17% L26 j STR #6 �� I i l �,1 22.0' N RE C 6 I lye) 20 ' 18 i i 22.0' / G CDN i ri 8 _ n% N J 22.0 ' 24.0' I ' 00 l - _- -- - _ N 59'40'12" W 726.00' MOORE' S LUMB RE & BUILDING SUPPLIES 54A-1-31A I MOORE' S LUMBER &BUILDING SUPPLIES 5 ZOONEDNEDB2 _PAINT 4" WHITE ZONED RP I STRIPE FOR TAPER DONALD PACKARD, SR. 54A-1-31 100.0' 12' WIDE PAVEMENT ZONED RP NOTE: SEE SHEET 4 OF 10 NO TAPER FOR DRAINAGE FLOW PATTERN 54-A-36H FORT COLLIER GROUP ZONED M1 a N U) U as a- a� a 00 w co �. o rn a) ��o .Cd fr" ZCnC�O�� Uw Z TN Oar:o o Z CV w O wc~iwi�� ,.d w co CD zoo cd M_ ' J N •Q ui 0 � Z r_P�S H OF MICHAEL M. ARTZ a No. 1513 SURVO(P =w H O Z H H V H H LY ey- L� t"- W H Fw- Z SQJ Z ��� Z "LU Z� O 3�:OW _V)'o L.1.J aL O �► �" Q DC LLJ :* ZDC o L1._ _l :T' �AL w N N f- M m Q W }. M CHECKED BY: MMA MARCH 6, 2003 SCALE 1 " = 40' SHEET 2 OF 10 3 I 3� 0 : 3 40 I INSTALL 3 14H ASSEMBLY ' t� If I - � uj + I O; c a I ! r� V) FH 2" FORCE —� Lo SEWER ; I 1 " TYPE "K'" COPPER WATER SERVICE (TYPICAL FOR ALL WATER SERVICES) I C I " I� I z� H I r., 3 0 INSTALL (JACK AND BORE) 60 LF OF 15" STEEL PIPE ENCASEMENT AND 8" CARRIER PIPE ON CASING SPACERS. CONNECT NEW 8" WATERLINE TO EX 12" MAIN WITH 12"x8" TAPPING SLEEVE & VALVE 14H ASSEMBLY u I . I I � 53.3' 43-A-35 AARON ZUCKERMAN ZONED M2 1 I PARK CENTER DRIV 4,400 AADT YEAR 1999 6A9- `6�— `yam- 6A5-- 6A6--- &AS-- 6ASr -- 6A9-- 6AS-- 6A5-- 6A5--- - S 58' 49' 12" E 529.65' 6A5---- 6A-S 6A9--- &A8` &AS — — Q' 6A9 bang 6 - 6A5— &A3---- &A5' — i �— -- O / S2. 7' — ,+'� W v J �-- I � I � I PROP, BLDGI I I cn 23,100 SF UARLES PETROLEUM 54-A-1-B / N / ' 3 i3 ZONED B-3 / 14 H / 54-A-36H FORT COLLIER GROUP I'I ZONED MI I;INSTALL� 2 1 A 'vO 1-8"x6" TEE 1-6 / GATE VALVE r 4 f , �1-FH ASSEMBLY I 0 I 1 LOADING SPACE _ 16X40` r a i l� -- ) 8-47-09" E 251.39' — — � 20.01 NE EASEMENT — 1 INSTALL 15 15 1 1 1-8" GATE VALVE o r� -- 1 20LF 8" DI CLASS 52 1& DEAD 20 1 3 ByPUM �+ J �` cn It XL . PLAN INST _ Q " MH#2 g� MH 3 OQI 20 cOSS 8 ! .,-"-.. VALYE 220 22. 22.0' PRL O gJ,,,D I — 12,000 SF 77— l ATER LINE r 1 $ (MIN CTiON 11 �0 18 �. - - ANGLE=5' X 1 2 0 W 10' oL 1 ' 3 N (Ty' 14 `'' IRi 1 �+ 20.0' WATER f "i UNE EASEMENT 00 M I a- 3 PROF, BLDG, I I PROP. BLDG, I 10, 00 SFI N I 13 15 01 401 80l 120' 17,500 SF 14H ASSEMBLY I I I I I h 1I Il 1 LOADING 15 ' I 1SPACE n � ----- r' --- _ _ _ --- — — ----- — N 59'40'1 6.00' w z uwi S LUMBER &BUILDING SUPPLIES I f o I MOORE' 54A-1-31A MOORE' S LUMBER & BUILDING SUPPLIES L ZONED RP I 54-A-85 �Q ZONED B2 uj 1. PUMP STATION AND ON -SITE SEWER WILL N DONALD PACKARD, SR. BE PRIVATELY OWNED AND MAINTAINED. 54A-1-31 w ZONED RP 2. THE PUMP STATION MUST HAVE A CHECK VALVE INSTALLED ON THE CITY SIDE FOR MAINTENANCE PURPOSES. aan an a -_j co W Op o ^. o a � �� � bf (D 'Vw zN�o� TN Z I �o Cd CD I W �' Z N � W C� Z_DO co ~ z LLLJ Y 4-) •� F PLS H OF MICHAEL M. ARTZ v No. 1513 -7 Op- �� SURVO w H o Z a 7 H H i>H(JID � H QC w vJ wH� 0 w O W V') -.i .- ln LL_ H = O (� Z H w Q p zkj CY =�io LL_ io w o� Q w Zo Q w J =1= w § 1 Mm Q W y_ 7 � CHECKED BY: MMA MARCH 6, 2003 SCALE 1" = 40' SHEET 3 OF 10 1 T� MU NOTE: ALL DENUDED AREAS TO HAVE TOPSOIL APPLIED, PERMANENTLY SEEDED AND MULCHED PER V.E.S.C.H. /3 3 � ; 09 q o 3 V cl U '0 �0 a � I 0a 1 (62 0 a FH - 2" FORCE-----� � 4) I N I 1 SEWERco 00 4 v I;�� Z V f � WWh I� I Z, ooW N Na N D � O, 4 W m W w z J INV OUT = 687.91 EXIST DI /GAS LINE TOP = 693.69 INV OUT = 689.54 24" RCP @ .67- 43-A-35 AARON ZUCKERMAN ZONED M2 PARK CENTER OP-TVE 4,400 AADT YEAR 1999 I �Stormm Structure Schedule �I ISTP,# I De5crirtion I' op I Inv. In I Inv. Out I Notes I DI-7 G97.48 G93.48 2 DI-7 G9G.48 G92.48 G91.98 3 ES-2 G91 .00 41 DI-7 G98.08 G94.08 5 1 E5-2 G91.04 G 1 DI-7 700.30 G94.20 tin _ .. - GAS GAS GAS G 8 GAS GAS GAS GAS GAS GAS GAS WS S 58.49'12" E 529.65' —. GAS --^--:_,GAS . GAS — GAS ____-- GAS ---` , GAS GAS — GAS G ..._ GAS GAS GAS ® © z w ----- 98 — — — — — — — — - ------ 696 --- �._--- _ __ IN pal n' _zo l © FF= �T/6$ 699.3 3I T/0� PROP T/C6.UOI ( ` i 699.223,1 9.47 698.50 969.15 T/C.T/C- 6913� 696.92 .A 698.28 T0C= 62TAd rT/S= _ R97-QR 900 9R — — —.--- —N 59'40'12" W 726.00' &BUILDING SUPPLIES Lu U r/ Q % 03 QUARLES PETROLEUM l 54-A-1-B / f3 ZONED B-3 r k 54-A-36H ! FORT COLLIER GROUP ilh i` ZONED M1 1 � a i x S 58'47'09" E 251.39' — U i \ f1 STR# ` 700 J 20 CO N co 20 r 18 ! r r 1 �I 70 ! x 18 �fJl '1 I x� MOORE S LUMB 4A-1-31A MOORE' S LUMBER & BUILDING SUPPLIES ZONED RP 54-A-85 ZONED B2 DONALD PACKARD, SR. 54A-1-31 ZONED RP NOTE: SPOT SHOTS SHOWN ARE AT LIP OF GUTTER WHERE APPLICABLE 15 I 03 ' ;� 0' 40' 80' 120' r � 15 EROSION SEDIMENT CONTROL LEGEND 3.08 CULVERT INLET PROTECTION C I P 3.31 TEMPORARY SEEDING T S 3.32 PERMANENT SEEDING P S 3.35 MULCHING 9 �a w a-__j 00 W 00 m -�-� w w U z _' N x 0 n �cl 0 OQ���d 00 s o•`-'>� D�U�I)1 4. O b w n W ^ �` ^ CD Z cd C N �> J � ,a Q, o z t° P""T H OF I. MICHAEL M. ARTZ q No. 1513 l --7 [9[b3 �� SURV't'(dR W Lu d CY W Lungm I--- 93� O LL- Icy- 0 Q H V) 9 9 C) C) E5 f w � C4 V u-i � Lu O 'T Z Q H H Z nf W � LU r— Z H Z =-co Z H7 0 w w FO � W Q W Z o LL- CHECKED BY: MMA MARCH 6, 2003 SCALE 1$$ = 40' SHEET 4 OF 10 - - �\v INSTALL TEMPORARY 6" CONCRETE BUMPERS ALONG �� r� PHASE 3 IMPROVEMENTS: ,1 r PHASE 1 IMPROVEMENTS: � - CONSTRUCT NEW ENTRANCE AND ALL VDOT IMPROVEMENTS ALONG MARTINSBURG PIKE. �1 PERIMETER OF PARKING AND TRAVELWAYS WHERE, NO CURB !' & GUTTER. IF AFTER 5 YEARS FROM CERTIFICATE OF f %` - CONSTRUCT REQUIRED 68 PARKING SPACES AND ASSOCIATED TRAVELWAYS AND SIDEWALKS Z - CONSTRUCT SIGN (SEPARATE PERMIT REQUIRED) if ;' OCCUPANCY FOR PHASE 1 BUILDING, OTHER PHASES HAVE - PLANT ADDITIONAL REQUIRED 'i TREES (PARKING LOT PERIMETER AND INTERIOR PARKING LOT TREES) PER IANDSdAPE PLAN. , ri a '"� a" � a- - CONSTRUCT REQUIRED 83 PARKING SPACES AND ASSOCIATED TRAVELWAYS II f ' NOT BEGUN CONSTRUCTION, THEN ALL THESE AREAS WITH - CONSTRUCT AND INSTALL ALL r' NECESSARY UTILITIES AS REQUIRED i I �! a . -j 00 - CONSTRUCT INTERIM TRAILER PARKING FACILITY (SEE SHEET 10 FOR DETAILS) 1 I CONCRETE BUMPERS SHALL BE REPLACED WITH CURB & � I � w `° r r - PLANT PROFFERED LANDSCAPE STRIPS "A" & "B" AND REQUIRED B3/B2 BUFFER "C" ' I GUTTER AND SHALL PROVIDED POSITIVE DRAINAGE, J1 II ` I Uj C) o - PLANT ALL PROFFERED AND REQUIRED STREET TREES ALONG MARTINSBURG PIKE AND PARK CENTER DRIVE r,` STORMWATER FACILITIES AND STRUCTURES - PLANT ADDITIONAL REQUIRED TREES (PARKING LOT PERIMETER AND INTERIOR PARKING LOT TREES) PER LANDSCAPE PLANS J i' ' _ 1 INS ALL TEMPORARY 6" CONCRETE BUMPERS ALONG C) °' ~` '- - CONSTRUCT AND INSTALL ALL NECESSARY UTILITIES AS - PLANT PROFFERED TREES & LANDSCAPE STRIPS AND REQUIRED i REQUIRED BUFFERS D & E PER LANDSCAPE PLAN ( -- _ --~~� �:! \ ;� i PERIM ER OF PARKING AND TRAVELWAYS_ WHERE NO CURB _ _ & 1fT ER. -'IF AFTER 5 YEARS FRO�A"CERTiFf�AT ,OF i 0111, Z � � �,d Z TN ¢ o r r• I f OCCU ANCY FOR PHASE 3 BUILDING, OTHER PHASES HAVE. -N, O : o o �'i lj,, � �, ( NOT BEGUN CONSTRUCTION, -THEN ALL THESE AREAS WITH COt�CREiE BUMPERS SHALL BE REPLACED o .� Z WITH CURB & GUTTER AND SHALL PROVIDED POSITIVE DRAINAGE, ` r > cV W n i' 1 LOAD l,l STQRMWATER FACILITIES. �1L1i1__STRUGUREF--J" -- --� .�` o 'd w � _ co C o LOU L —_ CONSTRUCT TEMPORARY PAVED ACCESS ROAD y ---{---" J �- I y ji i 1 H 1` ---- -----� PST OF \� *� I I -�-- --- _.. _ t7� ►--� H N J Ol1 771 og �- �_ -�'' �- --i 1�" I-_i - , MICHAEL M. ARTZ No. 151 READ - B3 TO *'I L2' ------.� -_ I' ,� 1 �\ C7 �- O -- l �' ! 1 i ( I B2 BUFFER 3'� TREES PER 10' '+� I LINEAR PLUS 6' p� ��/ 4�` i r71 r~� ( i I�✓� z C!1 "� I -�. ;1 i I ! -� O SiJRVE�O TALL PRIVACY i STYLE FENCE INTERIM ��• ,L__.,_,_,___1� - ---� ____-____ ---- - _-__ I * * TRAILER PARKING-J I 17,500 5F \ BUILDING _ r ,} { ^�I-r---��ADIN1 i ,>, 19cX 45------------ I 1 i Vw!! PHASE 1 PHASE3 w > > Z � v (1b F-L H G1C Z Lu -- "LL- NOTE: Q Z V s V I PHASE 2 IMPROVEMENTS:''. 1 I i 'f � Z H Z v - CONSTRUCT REQUIRED 53 PARKING SPACES AND ASSOCIATED TRAVELWAYS PRIOR TO ANY DEVELOPMENT IN O O - PLANT ADDITIONAL REQUIRED TREES (PARKING LOT PERIMETER I AND INTERIOR PARKING LOT TREES) PER LANDSCAPE '� PLAN. 1 i; 23 100 SF � r � PHASE 4, A REVISED PLAT FOR THE '; L.0 I` Lu [Y � = r - CONSTRUCT AND INSTALL ALL NECESSARY UTILITIES AS REQUIRED j 'LL-BUILDING ; ALTERATION OF THE ACCESS EASEMENT USED BY QUARLES ` Liu > li PETROLEUM WILL NEED TO BE o O INSTA / TEMPORARY 6" CONCRETE BUMPERS ALONG ; PERIMETER OF PARKING AND TRAVELWAYS WHERE NO CURB I !; -�� ------ _ - „�____ _ ----- - - - -- - i_ _ �__ -,I l�r f RECORDED. ; --� ix w t! I II JI j & GUTTER. IF AFTER 5 YEAR S-=-FROk4 CERTIFICATE OF OCCUPANCY FOR PHASE-2�"BUILDING, OTHER'f'HASES HAVE NOT BEGUN CONSTRUCTION THEN ALL THESE AREAS WITH CONCRETE BUMPERS SHALL BE REPLACED WITH CURS & ! _ l r �..!,/,ti ! 1 f 1 4 l I i( �`,_ J` I 1 1 Z Lpi �'- {' !f f i GUTTER AND SHALL PROVIDED POSITIVE DRAINAGE; STORMWATER�.-FACILITIES AND STRUCIURESt'%'� 10iNIG SPACE 6 x 4i EF— x t — ' I IIII \�_._. '- - J i �11 1 11 _� �— 1 1 000o S,. � i I "� cn — r_._ 'I ___._— _____- ,_ � '�---`'--7• r i ____._ \��__� ^� 11 i t 10,500 5 F I 1 � BUILDING i 4 i 1 I 1 I Cu Cad 1 G { I I I I i , / ! i I �— — , I iv I I {= �1 SPACE I 1 r ' I ; 1 I �s I._ ! O I 1 — 5 V -- —..--- _ J LJ PHASE 4 IMPROVEMENTS: CHECKED BY: MMA - CONSTRUCT REQUIRED 131 PARKING SPACES AND ASSOCIATED TRAVELWAYS IN LOCATION OF INTERIM TRAILER PARKING FACILITY MARCH 6 2003 PHASE j - PLANT ADDITIONAL REQUIRED TREES (PARKING LOT PERIMETER AND INTERIOR PARKING LOT TREES) PER LANDSCAPE PLAN. - CONSTRUCT AND INSTALL ALL NECESSARY UTILITIES AS REQUIRED SCALE: 1 " = 60' PHASE 4 SHEET 5 OF 10 01 e KIT CZr"L 1:N1 11 C: 43-A-35 t two I- I I N ' %wo t I li L1 W Lo.11 INV OUT = 687.91 AARON ZUCKERMAN 0SYMBOL QVAj,J T LL i y �viviivtCiv iJAivt� HFiGf T E(��q-I'10N rypE ZONED M2 EXIST DI /GAS L!NE " 51 WHITE PINE 6' TALL BUFFER TREE TOP = 693.69 INV OUT = 689.54 53 BLUE SPRUCE 6 TALL BUFFER TREE 24" RCP 4 r.6% / I _ V A ate: i-. t= 1 `4 ! � � I� �► v •_._ 4,400 AADT YEAR 1999 I D 3 nrn A ui n" nu 1 r I it r% 51 RPu 0c uw'PER 6urrr-li T1"1rr 1m« lc,� ` GAS OAS VS --�^ — GAS G GAS GAS GAS GAS GAS — GAS GAS GASIll82C_ 16 SUGAR MAPLE 2" CALIPER STREET TREE ` 'GAS - G - - _ _ — - GAS-- GAS f GAS _ .GAS G O � GAS GAS .. — _GA5 AS AS vr•w T-f�----- 3 N I.AS GAS f — — — �- .,�v i, Y I I . 15 SWEETGUM 2" CALIPER STREET TREE ," T 7 T PROFFERED - 12 \ An RFn MAPI F 9" rAl IPFR RI (PEER TRFF ; C9 / v Af )ITIONAI TPFEC (ALONG INTERIOR_ OF)— `� t 80 DOGWOOD f CALIPER PARKING LOT TREE nPTPn!T!Onl pOr`ID -- - _ _ - . -- -- - - — — — — -- 7 — 9$' l - - — o / --- x 82 EASTERN REDBUD 2 CALIPER PARKING LOT TREE I 697 33 JAPANESE HOLLY 36" TALL PARKING LOT HEDGE SHRUB I l I Q i ' I ` { t'KUt'/ 13L1)C�1 ( j ?:1;1_n0 SF j e ',yf,/,7� ( t 1 I - ' QUARLES PETROLEUM 2A 1\ll►IT['OPpCC\I OADDCODV 2C" TA 1 11ADV1►1/� LOT 1JC11hC CUD( ID I ��� 54-A-1-B I it IV I'1111IL-1\VI\ll UtU\OLI\I\I JV 1� I-r%i \II\V LVI IILUVL JIII\Von s V) ZONED B-3 .. _ 97- I 10 SHRUBBY CINQUEFOIL 18" TALL LANDSCAPE STRIP SHRUB a , H t l J / ' v 7TI I IVA17. 10 NIPPON SPIREA 36" TALL LANDSCAPE STRIP SHRUB H '�( N f,, ��'91111 �` VIA�, I I I I I I I I I ` ` i I 1 I 4 { v i n _ 54-A-3bM / FORT COLLIER GROUP N/A N/A N/A N/A A'I/A C 2- CONTAINER GROWN SHRUB (2'-3' Saucer "I,bYu►u I ' ' LIJ V/!1 ► I 1 t 17 ' I t ZONZONE[)Ml CYPRFSS SPURGE - LANDSCAPE STRIP GROUND COVER Il116 / AA BEARBERRY LANDSCAPE STRIP GROUND COVER 3 � W.I. ° W i� �. � SPACE :711 jl�j SHORE JUNIPER - LANDSCAPE STRIP GROUND COVER ► `r ~ (' 1 Lt�Au►Nu _ 1 Ul _�; n I r, 1 Ih I I71� 16 X 40 / -_--_ I- L URIOPE - LANDSCAPE STRIP GROUND COVER I""I1');v CWCET Al Vccl fu T a ,kInc/�ADV CTDID rD/\l trm �n_Atloc t I (n i+i < it ti�4l I I F-,— LJII\VJVr"j L JII\II V1%oll'n V �E���I C 1 ''^ ?I �!j%,�'() ( rT�yijj�, ��, / /`, VRLLI ALIJJ Vt�I --i yI` 7Y' 1 �'Li.�I (l /1 ! -. --/'� I I I ;I K* 7 �� IN ►► � ,. , ..• ._ , - -- PROFFERED 10' LANDSCAPE STRIP FVFRGRFFN Wit/ _ HRDG NROWANDOVER Z i I� ' l I I 0 1�/_0� 15GOUA14A I �� k ., i IPER PARKING LOT I I __ TI' 1Prune out any dead or V # I I EEC 1bbroken branches, remove u _...._._.. . JAl / allwires,etc. from plastrings, W (D r _'I I I �I I II I I' I I I I I I I � �I /" 11 Z 1 ( l I ANIMrAPIN TPPPC �1 i l mulch O W I`l` 11 JI I WIM 11 I I I I I 120 ! i { I Ii 46-1 Set to of root ball •T'•ib / . JU equal to or root _ I "'!!lL,��\ I 22.0> 22.0' above grade. 1v a i 1 �.0 22.5 \� I d /�I I I RE D 4 1� /J(��( T new container, urA Q l t I 1 - •'� \`" t / 1'l/ ..... I I I { I I 1 _..{.. _ T I I 1 I\ 't�193'Sr I! 'll . i If Irp bklde to make /�j, AK N L r of ball cuts the "' w ( I / Y%I I /< -__fi t �! rf /fAADi� 1���*� e r i�` _ ' III " I I I ER f y�h of ball and cut a �j X on bottom of s ,. I 9 v 1G i ,?f 7 1 1 E IUI� ffi ff I; loosen compacted I ItS. -r \ f ' � / it��w Iel.. N SC P � li�"I��I� � � � ► 1 X Z i I 14II���� fI I III/rIC� ,� Ih�r Prune out any dead /I I 1 e � rtm branches. I ,4 .. a " ;r3 1111� I 1 I I 114 1 + ' mnuve Jii tugs, 1OW8, broken bro1 `i r (( 4-u plant. a a strings wires, etc, from `� I 702 ti��II I- 411w, �!I I I7001770111 /, 2-3' mulch 5�� Set top of root boll I —equal to or a-2" N grc o.!1 III "Ir0,I0�//rI1 ! 1 II .I rrvc W Il ` I , I I I Inoonc pi nr: U ` I ' J 0` 40" 80' 120' IRomov�rope& burlap 17.500Sc " ' PROFFERED 10 { 701 ` I ` I A A 1 C`!� A r1f- STRIP r'1 3 V J 3 3. �.. I I I I I -- = It+IvDnrE SIRI1- - l /Link dtn of soot ball. SHRUBS ANDI_ / GROUND COVER I I I / 1 SPACE GI I I� IUI A BALL & BURLAP SHRUB } ' 18 X , C`LJO Id nl A KITI�I� nccTA ii 4— %-1111\�L7 F L-M114 1 IIVV VL I !'1IL =— (NOT TO SCALE) REOD - R3 TO B2 Fill aodantn�dt leodele 1 ___ 06 iivi tonril l BUFFER ocp 10' ! n E n TREES z leoder konch tlpe `� J, II MC�ORE' S LUMBER &BUILDING SUPPLIES \ 1 1 LI1 1, „ „ 1-3.1A I MOORE' S LUMBER & BUILDING SUPPLIES PLL US 6' TALL w bronche.«---- ( a ZONED RP ( 54-A-85 PRIVACY Si V/ U r; LI; ; w�I � Y//_ .� i•ms naro. avicil apis. � _ � ow Water "Its �.,1' ' DONALD PACKARD, SR- �- al,"le nroixn talnndlee Pe. top and lobi ,� �. PROFFERED BUFFER 54A-1-31 3 TREE SPECIES PER 01 vl/�i,I I I _ -- -- -- ZONED RP LU' LANDSCAPED T Eiv LINEAR F EETI P ER Prim + I i STRIP - FOUR LANDSCAPE PLAN Out away d _ \ roli TREES PER TEN Way°r f`°�` 6' TALL Fraemaw 4 boetos< -- I Y I LINEAR FEET SIX _\`�-� ./_ I FOOT BERM PRIVACY sa .er t0 OOl"l .OtM FENCE eetlN ball water to �ec1A, Aldeh boold�li Men and •001� hoN, wt �-' Rxnow eanbdller a1d cut �a(talY�q Am ` or voter *ll .- - IAll (�W 6sid'a .d1 10001 x or m much --� P a�tleN-grown LW. ,aid .d ltdi l - do not ::�LI'"r..l -'ell-a ,.-n""r-• ..... Dlg hole 2-3 tMee root bd AM TREE PLANTING DETAIL (NOT TO SCALE) PRVFFERED 1V' LANCSCA°E STRIP DETATI __ NTS SHRUBS AND GROUND COVER ,'is PROFFERED 10' LANDSCAPE STRIP DETAIL NTS 3' TALL GJCRGRFEN HEDGEROW AND GROUND COVER 11) —ill LV VV UL REQ. B3/B2 BUFFER DETAIL NTS TRFFCEES PPP TFnI I INFAP FEET N 2/3 EVERGREEN, 1 /3 DECIDUOUS - 6' TALL PRIVACY FENCE 20' WIDE PROFFERED BUFFER DETAIL PLD NTS nn' InATRIP V2J 1I FOUR Tl' PER TEN LINEAR FEET - SIX FOOT BERM I� w L-j ill r`o ca�~<.D llI zQ I 0. IC) "I o � CL 00 ✓� N .n oW M b � ` Cf � ..I = CO -1' E 1 " I z_80 �- t7 r 3 U-) J tq Fad In S FI of r k MICHAEL M. ARTS No. - 1513 �Ctla'3 SI faVV%(0 woe V V w _ Q is > C) ~ H H Z �►® L 7 > V �h w Lu --� — c-Z..>w � H =Q0 �n ZV c%LU Z z HZ V _ U " � y Uj - LL w ~ w U- ' U LU _fly_ U � n ty- Q LL- k4mi } CHECKED BY: MMA MARCH 6, 2003 SCALE 1 " = 40' SHE II u OF 1 v r 3 3d (# I Lij 3 a I ,' I 3 I �; I 3 OQ I V) f i 10 FH I, 2" FORCE --- SEWER S)SERVICE. 3 I � � I ! �. Z H I m 0 I (; aWW 0I o Wi- � I N N: LL I I I I I >i Q W l� p I � 710 708 00 706 704 702 ^ II co cV M O O 700 O C -- r- 698 �•�^�.� STA 10+06= 696 EX GAS LINE 694 692 690 INSTALL (JACK dt BORE) 60 LF OF 15" STEEL = 688 PIPE ENCASEMENT AND 8" CARRIER PIPE ON CASING SPACERS. CONNECT NEW 686 8" WATER LINE TO EX 12" `` MAIN WITH A 12"x8" DUCTILE IRON TAPPING .5 6 684 SLEEVE & 8" VALVE. 6 rz 682 9 0 680 I' 17 ' 1 LOADING SPACE - 16 X 40 - 17 LF 52 _ I 1 PUM II I C • BY S PLAN 4 INSTAtt MH#2 8"DI � . �- DEfiE (MIN ATER LINE CTION ANGLE-- 3 EI EI I,md 20LOO W N �. WATER PLAN VIEW SCALE: 1" = 40' 10+00 11 +00 12+00 13+00 14+00 15+00 WATER PROFILE SCALE: 1" = 40'H 1" = 4'V DI-3B L-8' -tf)r= .9' INV=69 .4' 710 708 710 706 708 704 706 702 704 700 702 Z 698 700 696 698 694 696 692 694 690 692 688 690 686 688 684 686 682 I u 680 -50.00 16+00 MH#1) FUTURE PUMP STATION BY SEPARATE PLAN 156.23LF 6" PVC, SDR35 O 0.51 % 1 LF 52 C�� 1 LOADING SPACE 16 X 40 ER LINE SEWER PLAN VIEW SCALE: 1" = 40' MH#2 1+50 126.18LF 6" PVC, SDR35 O 0.55% SEWER PROFILE SCALE: 1" = 40'H 1" =4'V 2+50 MH#3 a r IL=� IOP=698.3' PROP, BLDG. NV=691.3? 23,100 SF DI-3B L=8' INV=69 .4' 1 INSTALL J _ 1-8" GAT 20LF 8" 1 & DEAD I I I I I a I I ROP. B1..D 12,000 SF X gst EXISTING GROUND cV 1 il z 11 6" WATER 191.80LF 6" PVC, SDR35 O 0.52% 3+50 MHJ4 a z w a a � a � 00 w co M CD v� (oo co Ln 0>,5o Z—cv� CD,) woI a. to W 4W O f` W W CO "D J CD zoo C� � '- ".q > J cn MICHAEL M. ARTZ r No. 1513 0 �tio svRvlr'�°R o - w LLJ Lij O ~ U- = Y H H 06 cl- i� >VUI H H pC � v J CY H W i0 H L�� w � Q Z Z V Hz� O �o93C W w w Q Cz "_ V) 710 p Z o 708 Q "- J 706 704 p 8 702 O 700 co u— 698 696 694 cn z CD 692 690 688 686 W 4+50 F- �; m Q W � CHECKED BY: MMA MARCH 6, 2003 SCALE: AS SHOWN SHEET 7 OF 10 2EV1SF D 7/01. I 10) T/C= 97.98 I TAP= f 97. 1 i I I j 65 - I! . n Q ,.� v, O i iT- + �' T/C= O ' I i t� I I I I ■ ! UJ ------------ I i i � T/P= � I 697.42 E T C PLAN VIE SCALE: 1" = 25' T/P= J 698.80 T�S CULVERT INLET PROTECTION 3•08-2 CIP CULVERT INLET SEDIMENT TRAP CLASS I RIPRAP �- /- RIPRAP 7/ / HEADWALL VDOT #3, #357, OR #5 COARSE AGGREGATE •' h -1 milliz7 a • 7 - a• a • ti • • '::',�� via M ROCK CHECK DAM 3.20-1 co .*�.I.* 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CL( (OPTIONAL, (DOWNSTREAM WIEW) VDOT # 1 COARSE AI FLOW 2-10 ACRES OF DRAINAGE AREA: FILTER CLI (OPTIONAL 705 705 VDOT #1 CLASS I RIPRAP COARSE A( VDOT #3, #357, OR #5 MAX. SEDIMENT DEPTH FLOW (CLEAN OUT POINT) COARSE AGGREGATE 700 AT 1 /2 VOLUME OF WET STORAGE AREA ELEVATION SCALE: 1" = 25H 1" = 5'V 5" R2.0'/-R1.0* 2"--I 3- 4' " Minimum Curb and Gutter may be cast in place using Class A-3 Coralete. If It Is precast, It stTol have a mWmtjrn of 4000 psi concrete. The bottom of the curb and gutter may be panoN to the earth on which it is placed as long as the mb*rm r depth Is makdairmi VDOT STD. CG-7 CURB AND GUTTER 4 6» 7» +• (min) 13 2' 6" Curb & Gutter may be cast -in -place using class A-3 concrete. If it is precast it shall have a minimum of 4,000 psi concrete. The bottom of the curb & gutter may be parallel to the earth on which it is placed as long as the minimum 7' depth is maintained. VDOT STD. CG-6 N.T.S. 695 FINISHED GRADE ■•/ C�:Ie7 r STOP PLACEMENT OF A �» STOP SIGN 4»--1 I- s" 7" 12 FT. " I�$:. (min) 13 Z .--2' 6»---� Curb & Gutter may be cast -in -place using class A-3 I ---MIN. 12 Fr.concrete. If it is precast it shall have a minimum of 4,000 psi concrete. The bottom of the curb & gutter may be parallel to the earth on which it is placed as long as the minimum 7" depth is maintained. STONE CONSTRUCTION ENTRANCE Dow MOW 7V Nk eI F11ER T] 0tH Ir 1W1. aBIM SIDE ELEVATION Dow QTAW I (�+KJ d HiIIIIIIIIIIIIS "> > L_ 0M Mom 11RAIOF 11MM NO OEIACE • M13T Df1ElD RML WDiH eOF OFOWW o�ss PLAN VIEW 17 t 1. ! a✓tip-� �.`; I� C, d { yc(' r 3" MK _F d i11ER CIORFI SECTION A - A °11_ r� FENFORM CONIUM DM VAM SECTION B - B Mopbd tam 19d5 Ynnlelld St�+derd. for Sei and Va. DW REVERSE CG-6 N.T.S. (DOWNSTREAM ViEW) ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates SQeCies (&S.la fg) Sept. 1 - Feb. 15 50150 Mix of Annual Ryegrass (Lolium multi-florum) 50 - 100 & Cereal (linter) Rye Feb. 16 - Apr. Annual Ryegrass 60 - 100 (Lolium multi-florum� May 1 - Aug. 31 German Millet 50 (Setaria italica) TEMPORARY SEDIMENT TRAP 1' VIIR111BI.E� GROUND ELEV.f---2.5'--} 67 CU. YD./ACRE 4 IVARIABLEI 67 CU. YD./ACRE (EXCAVATED) 4'' FLTER CLOTH OR04AL GROUND ELEV. *SEE PLATE COARSE AGGREGATE1et CLASS I RPRAP 113-1 CROSS SECTION OF OUTLET CLASS I I~ SEE SITE PLAN � 1 IMP l ) COARSE EXCAVATED AREA "COARSE AGGREGATE SHALL BE VDOT A #i7 OR 1.5 OUTLET (PERSPECTIVE VIEW) osrrc PME. 3. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER WIRE CONCRETE BLACK _ .---�'7 %( / - - �GRAVEC FL70 WE SCREEN FLTERED WATER OtiEr�tow--'"� RUNOFF - - WATER WITH SEDIME _ T _ ET 71 TIT 5t M - -, L_Ik -1 l { :. ' WiTH GATE SPECIFIC APPLICATION THM METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLAWS ARE EXPECTED AND WHERE AN O VERI LOW CAPACITY IS HECESSAW TO PREVENT EXCESSIVE PONDNG AROUND THE STRUCTURE. * GRAVEL SHAH- BE VI A #3ti7 OR #5 COARSE AGGREGATE W DW Pu x * STREST APPROACH SAME (RA15M15 111 9E AS SJRFACWM AS u•A•aNE SNUWN dN PLAII ;SOEWAIjt A ., AoraWAY iRA[Mr5 TO BE AS ---------------------f-- -�- SNO" ON PLAMS) QiR%UTAL CGMABNA STD CC42 CURB AM GuTT ................ 6-c Ia, crawl e- �•'� .•LLO•M L■.E (XPanr5lOr JOr+t A - NOTE, WIDTH 8 2••0- CR AS U"ANE ROACWAY SHOWN ON TYPICA& SECTION, PLAN VIEW r I 8� MASS A3 ~ e-.�,. e,'ya• orb' ;7 INESM d.-------- CONMETE r.� SECTION C-C iN CONSTRUCT GRADE CHI VMTR A PARAT %IC C%"VE• CG-Fi iNE EHTPAi M PADICAN1413T ACCIO&MMATE ®WEN TW TURi44C REOtWEtaENTS OF ANTICPATED HEAVY TRUCK TRAFFIC. THE SMO DEPTH FOR EWALK 0 CUR8 q PARABOI RAJAS WITIMN THE t MIS Or 11-E RAflMSFOX0 BE EDCE OF SHOULDER M.ICREAS£D TO �•. CA ILT 11AILN{ ROADWAY - ---- --"-'----------.-•---- INCONJLWTK)N WITH WDOT PROJECCTTS.PILEASE c _ Q NOTE THE F OLLOWW.: 5LOPE CWN" - " - D XX WA*AL E PAVEMENT SR&L 9E CONSTPXTED /O' MIN. FOR T TREET TO TIE R/W LINE (EXCEPT ANY SOBiRACE ST A{iEI♦ZArK]N RECIIJI O FOR IJAILI E O` DESPAME rOft COuu1ERC PAVEktN1 WHICH CAN 8E OUTTED 1N ENTRANa rHE EHrR .i SECTION A - A �1 RADIAL CUAB CA COk"ATMON CA9 v,v A"O MIMI SHALL NOT BE CONSTAI IC0 GUIDIELIHES FOR GRADE C1-IANGE D' p[Yor+o TIE lifW L»E extEpT roA WKAUVENT PVRP'OSES. wFEM USED N COKJI WT*4 VATH STANDAAO CG•3 OR CG•7, THE CM113 FAKE ON THIS ENTRANCE YOl1AlE OESIRA8IE MAX11" STN1pJiRD IS TO 8E ADJUSTED TO BATCH THE NOtJnITAKE CURB COtFQMAT10N. ( r HAIL TennO1 O x 3 z STANDAARD. CWB RAMP oEslc� wow (soo•Is00 VPD) A 3 z 41 o. ei U?SIESIED W1TH T`NS LOW 4ES5 TRAM SOLO vPDI S e i e z h F� KOj$11RE�O EO �v CPPOURVEI DRA"AGE ACR05S THE EHTRM4CE, OPTKNAL FLOnIhE MAY REQJRE WMPIiG OF A PORTION OF QJIIER TO PRECLLGE POWW4 OF WATER, sPfclr►cATan METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS sae AND COMMERCIlk ENTRANCES Yam" DEPARTMENT CT rRA4SPORTAT10N 203.0� TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES MULCHES: RATa- NOTES: Per Acm Per Straw or Hay i -2 tons 70 - 90 fbs FrW from weeds and coarse (Minimum 2 matter. Must be anchored tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover gr during hot; dry per. APp4' as slurry. Com Stalks 4-6 tons 1 - 275 lbs. cut or spread n= Air-dried. Do not use in fine turf areas Apply with mulch blower or by hand. Wood Chips 4-6 tons 186 - 275 lbs. Free of coarse matter. dried. Treat with 12 lus nitrogen per te-n. Do got use in fine tun; areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 1 1-2 cu. Yds. Free of coarse matter. Air - or Yds. dried. Do not use in fine Shredded turf areas. Apply with Bark muk h blower, r:.lrip handler, or by hand. *When fiber muk h is the only available mulch during periods when straw stwid be used, apply at a minimum rote of 2000 lbs./ac. Or 45 lbs./100 sq .ft ES-2 FLARED END -SECTION DIAMETER , FOR 12"-60" CORRUGATED T PIPE CULVERTS, PAY C OF PPE LINE SDE THREADED LLG ROD PAY LINE ALTERNATE CONNECTION C LENGTH DIAL OF PIPE E SKIRT i--yy. v �A PLAN ELEVATION h1 1 REINFORCED EDGE 2O' APPROX. �A, i TOE PLATE TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Cars Lawn Per - commercki or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90- I WX - Improved Perennial Ryegross* 0-10X - Kentucky Bluegrass 0-10X lfigh-Malntf nance Lawn Minimum of throe (3) up to on (5) v+artetiss of bluegrass from approved list for use In Virginia. 125 lbs. General Slone M., or less) - Kentucky 31 Fescue 128 lbs. - Red Top Gros 2 lbs. - Seasonal Nurse Crop** 20 1ba. 150 lbs. Lour -Maintenance Slone (2gAM than 3:1) - Kentucky 31 Fescue 108 Ibe. - Red T Gros - Seasonal Nurse Crop** 20 l bs, - Crown"tch*** 20 Iba. 150 lbs. * Peronnkd Ryegrass wN germinate foster and at lower soil temperodiroa than fescue, thereby pmvi ffng cover and erosion resistance for seedbed ** Uee seasonal nurse crop in accordance with seeding dates as abated below. Mardi, April through May 15th ......................... Annual Rye May 16th through August 15th . ......... Foxtall Affliet August 16th through September, October ......... Annual Rye November through February ................................ *Inter Rye �** if flat pea is wed; Increase to 30 /be./acre. M kgum* seed must be property kwcul"aW WWOV Lowgrlose may also be In iuded in ww slope or low-mofn�ance mbiture durkV wormer seeding period* add 10-20 lbs./acne In mbree. LENGTH OF E PIPE APPROX. 2.5:1 /- SLOPE TYPICAL CROSS-SECTION PIPE SHEET THICKNESS DIMENSKM STEEL A 1'TOt., B MAX. H 1'TOL L 1 IN 2-M C 12' .Ow .060' r r 6' 21" 24 2e 15• Ow Ow r s• 6' 2r 30" 2e 18' .064' .OW* 8' 10' C 31' 38' 24' 21' Ow .0W 10' if 6' W 42" W 24' .OW .Ow IV 13" B' 41' 48' 24' /30 ,OW .075" If Ir r 51' W24' 36' .064' .075' 14' Ig- 9' 60' I 72' 36' 42' .OW Aw Ir 22' 11' ego I Be 36' 48' •084' Aw 18' 2r If 78" W 24' 54' .079' .105' 18' 30' 12" 84' 102' 38' 60• .064 .109' •105 18" 33' If 8r 114'135 36' � a z w a -Ld co I _ o wzvLnLn T O Z c-i 1 Lac ♦� > W o o U Q 00 � cd p•�> � I z N W O w LL J cD Lr U (b J Zoo cd � Ln � co PLi H OF Ile" � c MICHAEL M. ARTZ P No. 1513 `� 1 �' ° SURV`E_'(() w LL H w a V H a Z w > _ Q 0 ~ Q V Z :1Z H L U >v� o>"- LLL tr1 v J w ~ ix w H 1 z ZO o Z =Q0 V) � Z Hz� O 0II 1 =�W Z LL 0 UL -� LU-+ Pon= io w � CA-Q Z OL O LU v J Z Q Z LL 8 TOE PLATE O � g NOTES: 1. TOE PLATE: TO BE PUNCHED TO MATCH HOLD INSKIRT LP. 3/8' GALVANIZED BOLTS TO BE FURNISHED. LENGTH of TOE PLATE IS W+10• FOR 1Y TO 3O' DIAMETER PPE AND r = W+2r FOR M* TO 60" DIAMETER PPE. -' 2. SKTRT SECTION If TO 30' DIAMETER PPE TO BE MADE N ONE PECE 3. SKIRT SECTION FOR W M 54" DiAMEiER PPE MAY BE MADE FROM TWO SHEETS JOINED BY RNEW OR BOLTING ON CENTER Lam, WMAY BE CONSTRUCTED IN 3 PECES. CHECKED BY: M MA 4. CONNECTOR SECTION. CORNER PLATE AND TOE PLATE TO BE SAME %1EET THI ESS AS 5. -SECTION AND Fi IINGs ARE TO BE STEEL FOR USE WITH STEEL. PPE. MARCH 6, 2003 6. EJD-SECTION AND FTTTNGS ARE TO BE ALUMINUM ALLAY FOR USE WH ALUMINU11 ALIM 7. EITHER THE STEEL OR AUIWlIM END -SECTION DEMILED MAY BE USED FOR PLASTIC SCALE: AS SHOWN PPE SIZES SHOWN N ST'D. PC-1 OR AN APPROVED PLASTIC END -SECTION MAY BE USED. & WHERE PPE, EM ASS DO ID 0 BE�COATED OR PAVED. USED WITH ASINALT �� AM PAVED �� SHEET 8 OF 10 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES TYPICAL METER SETTING INCLUDES: 1" METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BAR5 - FORD Y504 CORPORATION STOP - FORD 1" MODEL FB600 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT COVER EXTENSION PING -EXT1 METER BOX - 24"X30" HIGH DENSITY POLYETHYLENE QUARTER BEND-L04-44 1-4/4 BEND 1" TAP TOP OF MAIN 100 WATER MAIN 1" COPPER TUBING 21 _ 611 24" DIA. X 30" HIGH HIGH DENSITY POLYETHYLENE METER BOX V COPPER TUBING V METER VARIES I Ir Ir of of # of of • •• , : METER BOX y0 . �' •t;, ? • METER FRAME AND COVER W Z i • V METER H O '•' .' r O •. AND EXPANSION CONNECTION Ix 0- BRA55 ANGLE METER VALVE 0 WITH COPPER FITTING n- 0 o DOUBLE CHECK VALVE 1" METER YOKE (W1 VALVE INLET, BOTH ENDS COPPER) TYPE "K" TYPE '' K" 1" COPPER TUBING V COPPER TUBING 4" MIN. #57 STONE FIRM UNDISTURBED 1" BRA55 EARTH COUPLING NUT CRIMPED 1" COPPER PIPE OUTLET CORPORATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 9/01 DETAIL NO. WD- 3 SCALE: NONE T minimum _....____. casing pipe or L carrier pipe runnel liner Lspacers (see note) bricked up ends NOTE: L Separation of carrier pipe shall be by manufactured casing spacers with plastic runners. 2. Spacers shall be placed on spigot end within 6 inches of con- nection to bell; then 2 spacers evenly placed on length of pipe. SECTION SIZES REQUIRED Carrier Pipe Casing Pipe Wall Dia. (") Dia. (") Thickness ("L 4 or less ......... 12.......... 250 6............16..........250 8............18..........375 10............20..........375 12............24..........250 14 • , .... • • • • , , 24. , , .......375 Water Service Laterals 15.. , ... • .. • , , 24. , , .......375 a) Casing pipe shall be SCH 40 PVC or SDR 21 16• .. • .. • . • • . • 30..........500 b) 3" diameter pipe for I" service lines 18 . • • ......... 30..........500 c) 6" diameter pipe for 2" service lines 20............ 36..........500 d) No spacers or sand fill to be installed 21............36..........500 24............36..........500 (for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 CITY OF WINCHESTER, VA * METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES *FLANGED ANGLE METER VALVE SHALL HAVE "O" RING TYPE FLANGE METER SUPPORT BRACKETS * 2'' FORD COPPERSETTER MODEL # VBHH77-15BHC-11-77 * BACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CP055 * 1-112 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM AS 2'' WITH ONE PAIR OF 2" x 1-112" * BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS, FORD PART # A67 * METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL * PRECAST VAULT AS MANUFACTURED BY THE CLEAR FLOW COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 51091 2" OR 1 1/2 TYPE "K'' COPPER PIPE (TYP) 24" x 36'' ALUMINUM BALL VALVE CURB STOP WITH 2" ACCESS HATCH GATE VALVE OPERATING NUT ........... HALLIDAY FORD M DEL B44-777 W/ (5IR-2436) QT67 ............ . t• ti / DOUBLE }. CHECK _ VALVE - TAPPING { SADDLE AND CORP STOP s - O 411 T BALL VALVE 1 1/2" OR 2" METER SETTER FORD CUSTOM SETTER 4'' DIAMETER BLOCKOUT SECTION VIEW FOR DRAIN STANDARD 1112 & 2" METER INSTALLATION DATE: 9/01 DETAIL NO. WD- 4 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES VOOT CLASS 21A BACKFILL. PLACE IN 6 INCH LIFTS. COMPACTED TO WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS. DEBRIS 6 STONES " WHERE SUBGRADE 15 UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL " BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND 95% OF MAX IMVM DRY DENSITY/// /////// /////// / / =1 // ///i//// /////// ////// ///// // I I— I I /// ///// ///// ///// —) /// ////// ////// ////// (I /// ///(I— �I / ////// / ///// I VDOT 0.A55 # 57 BEDDING I I //// 0 STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2" MIN. 6" hiAX. 7 CU. FT, MIN. #57 STONE FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY WINCHESTER APPROVED FIRE HYDRANT 18" 5Q - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS SCREW TYPE ADJUSTABLE VALVE BOX e$'oe$o$0000vo$od"eo$ uo°eeveveve°eo GATE VALVE oeeooeeo eeeeo°eeeeo°o°eon ooee000eo eoeee °e°eeeee°e eeeeoo ,.• . O°O°O°OHO°O° eeeee eoe �j o � t • 000°O°O°O°O°O°O°e+'O't0°O 14" N �$j eeeeeee°ee°°eeeeOeO°eeeee e0eoe0000000°OOees°O°O°O°O° CONCRETE L c[ o O°e°O°0°O°e°°°O°O°O°e°O °oeeeeesee°eeeee°e°eee°eee°ee THRUST BLOCK e°ee°ee°e eovovovo�ovovo�o�ovove0000vevovoaoo HYDRANT TEE e 00000000eoeeeeeeeee BOND BREAKER ONE LAYER #15 FELT 18" STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD- 8 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES BACK FILL MAY BE EXCAVATED TRENCH MATERIAL EXCEPT HIGHLY ' WHERE THE TRENCH BOTTOM I5 ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS, DEBRIS d STONES " WHERE SUBGRADE I5 UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY i REPLACE SURFACE IN KIND AND ORGANIC SILTS Q 0.AY5 • ' ' •; ,�� i •{, i • t ' 4 • • '• FREE OF ROOTS, DEBRIS 6 STONES ~ fl *=`�-1'•� 4:•+F 'ifi. ; +; " 4 `,f•' LARGER THAN 3" DIAMETER ''ti 4.'ii�� •tfr•"�,,ry J Y S • • '.''• ��titi• v 11. I I •i''t�{SY.1►G3���N��,�Vt�`i� i_.i rrti.�t:;tC.;• �� is • yti�•+ (( ,- t.1•~• mow, 5 1 r•f ,.{; ,• •• �� - -Dee° • eeee 1. • !......�� eee ieie •.! �°e O.D. • 24'' STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO, OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS - 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES Ga �t1 00 •`' INATE 1W ti.• ,� ',• . �•' • ' r '� ,' « . 18" TYPICAL RESILIENT SEAT VALVE INSTALLATION: VALVE BOX AND BOOT SHALL BE CAST IRON VALVE BOX COVER SHALL BE MARKED "WATER" VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE 18" X 18" CONCRETE PAD SHALL BE PLACED AROUND VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/01 DETAIL NO. SCALE: NONE WD- 9 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES Qt*M TWOWN DOTTGIf-+ Mlte VALV! 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CONCAMtN - ' ?! sTare uoow —� •. - - - to •- - - U L 1"MW lDLrI PM VI:RTICIAL p• - _ u �� ls' aemm SHAIIJ. Jx THC S %e t2. - L2 as AS YOR HORJZONTAIL CCNM W 00 L1 all 1I w W as •D - 20"' 22 Its Its - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL NO. SCALE: NONE WD-12 0.44, CL a�1 00 w 00 a) o 4 0 bf o I " •dW Z"'sr- TN Z Q I o (n a DO Q co CD '� I o- r' z r7 C'Co L'i , LLJ o w V) w r` y cD > J C� ZOO ck� Uj d � �PLi H OF '� MICHAEL M. ARTZ y No. 1513 SUR\4V(�� V W ¢ H LU W = I-4 ~ Y >v D W vJ LUH� W CYQ wtL � W H ��z =Q0 V V W LO (� Z H W z � O ac N w LAJ CZ � I L O Q QC W Z0 0 :T' w N eV 1M 0 .1z W1 > CHECKED BY: MMA MARCH 6, 2003 SCALE: AS SHOWN SHEET 9 OF 10 LEGEND VICINITY MAP 0 o C.� EXISTING FEATURES SCALE 1 "= 2000' EXIT 3' 7 ry ti � Q) EXISTING EDGE OF PAVEMENT _....-.Y_.._..-. _. EX EP — � I� n V) � � EXISTING EDGE OF GRAVEL _ EX EG �— � ROUTE 37 o 0 U pCO EXISTING CURB AND GUTTER F—___.-- EX -- — — — —CG— a EX. INTERMEDIATE CONTOUR 48 SITE fa CD cy C EXISTING INDEX CONTOUR 50 �. �A 9rcc M N o EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE X 50. 0' --- �40 ,t O VICINITY MAP 1 " = 2000' L L v 0 Q EXISTING SANITARY SEWER 4P M o c v EXISTING ELECTRIC SERVICE -- E --- E ----- E --- - E EXISTING GAS LINE Gas --- Gras —GAS ---- GAS " - GAS PROJECT INFORMA TION EXISTING STORM SEWER EX. 15 RCP EXISTING FENCE LINE — x ®x — x — x — x --- X --- Owner Property Data EXISTING DITCH LINE INS Rentals, LLC 117 Westwood Circle Tax Map Number 54A-(I)-Al Address 100 Full House Drive EXISTING WATERLINE W/ TEE Winchester, VA 22602 (540) 868-9600 Area 1,304 acres Zoning B-2 EXISTING FIRE HYDRANT EXISTING WATER VALVE �� — - Legal References 150009976 Existing Use Retail and Restaurant Proposed Use Retail and Restaurant �ZN A cn dp �Q- EXISTING REDUCER EXISTING TREE DRIP LINE �� .w W,,� N,,,.,,,,, W /f f% .............— �—Surveyingn �' � � _ �_ _ � _ -� � � Contact Numbers & En ineerin Firm: g g GreyWolfe, Inc. (540) 667-2001 o yy J � � � v) CQ PROPOSED FEATURES Z Inspections Frederick County Dept of Inspections (540) 665-5650 PROPOSED EDGE OF GRAVEL PROP EG - — _ �_ ...-......_ _ _ . _.....� .,_ _ _ __ � � _._ _.._ _ Sanitary Sewer and Water: City of Winchester - Public Utilities (540) 667-1850 PROP. CURB &GUTTER PROP CG-6 Telephone: Verizon (301) 954-6282 PROP. REVERSE CURB & GUTTER PROP CG-6R Electric: Rappahannock Electric Cooperative (540) 622-2001 PROPOSED CONTOUR 50 Gas: Washington Gas Co. (540) 869-1111 PROPOSED SPOT ELEVATION C'n MISS UTILITY: 1-800-552-7001 PROPOSED STORM SEWER PROP. 24 " ADS PROPOSED SANITARY SEWER — s s s— s a s— PROPOSED TELEPHONE PROPOSED ELECTRIC — T— T T T ---- T— T— E �� g� M PROPOSED GAS LINE - - ' PROPOSED WATER LINE PROPOSED WATER METER 1 "WM • • • • • 52. 62 % I I U) w PROPOSED FIRE HYDRANT PROP. FH • PROPOSED 33'X35' p -� PAVILION OVER THE EXISTING OUTDOOR SEATING AREA OPEN j I COMMON LABELS & FEATURES - SIDES i i i 6.5 8 5 8 81 i� 1 16. I 8 w PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINESC�-00-1 �t Q ,. jW EASEMENT LINE PROPERTY CORNER FOUND Q ' "w i \ ti \ I W PARKING SPACE TOTALS ADA HANDICAP PARKING STALL 12 ; ., \ y SIGNS SANITARY MANHOLE IDENTIFIER ❑1 II O W STORM DRAIN STRUCTURE IDENTIFIER U) LIGHT POLES EXISTING PUMP ROOM o o FF=700.21 NO LOCATION OF TEST PITS ® ' RETAIL ANTIQUES Q a I Q EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING &GRADING ----------------- LCG I I O � O Z INLET PROTECTION 00 I W 1� BACKSEAT BAR & GRILL OUTLET PROTECTION Op ®O i 0 CD #100 FULL HOUSE DRIVE 54A-(1)-A1 Q CHECKDAM INS RENTALS, LLC #150009976 I I ( ( V Q v DIVERSION DIKE DD ZONED: B-2 USE: RESTAURANT -RETAIL 1.304 ACRES I I W SILT FENCE W/ WIRE SUPPORT RIP RAP RR SEDIMENT TRAP ST 3' DOOR DATE: NOV. 16, 2020 SCALE: 1"=10' CONSTRUCTION ENTRANCE CE S �I FILE NO. 00023 SHEET 1 OF 1 LEGEND VICINITY MAP 0 luj_o I C) � EXISTING FEATURES SCALE 1 "= 2000' \ EXIT 3/ 7 �' N EXISTING EDGE OF PAVEMENT _ _ EX EP - - - - I� C EXISTING EDGE OF GRAVEL - , — _ EX EG �- ROUTE 37 n O o 0 U EXISTING CURB AND GUTTER - _ -- EX CG-6 L__ _ --- _ _ _ / a EX. INTERMEDIATE CONTOUR 48 S S. � �'i �'�� �,iJ O ru Q1 rn � C EXISTING INDEX CONTOUR 50 A 9r r*+RO Q A9� r N .� o Nj °o EXISTING SPOT ELEVATION X 50. p' r•'`,�v �CF'�'lF moo♦ 9�9 Q � > O� �E � EXISTING TELEPHONE LINE . - m r _ _ .�. - _ " - ....... ' ~~~ �y� ,� �,`V �� Q , �40 �Sti VICINITY MAP 1 " = 2000' bm .O C M EXISTING SANITARY SEWER �- s �� Cz J ti (3 EXISTING ELECTRIC SERVICE _- _ w � � _ � � � ___-__ E __w_.. EXISTING GAS LINE GAS --- GAS AS GkS --- (AS - - PROJECT INFORMATION EXISTING STORM SEWER �Ex. 15' RCP --------_ EXISTING FENCE LINE ---- x ---- x — x — x ----- x -- x _ ® Owner Property Data EXISTING DITCH LINE JNS Rentals, LLC 117 Westwood Circle Tax Map Number 54A-(1)-AI Address 100 Full House Drive EXISTING WATERLINE W/ TEE Winchester, VA 22602 (540) 868-9600 Area 1.304 acres Zoning B-2 EXISTING FIRE HYDRANT Legal References 150009976 Existing Use Retail and Restaurant EXISTING WATER VALVE Proposed Use Retail and Restaurant GIN Ln EXISTING REDUCER EXISTING TREE DRIP LINE "` '-�-" w w # i/ ! / _ - - - __ -I_- - --� -_� -mow 1 -- - _._.__... _..__ d> 4 I -- I _ .... __._.....__ Contact Numbers Surveying & Engineering Firm: GreyWolfe Inc. (540) 667-2001 00 O ;J j Ln A" U) �--� PROPOSED FEATURES t j 1 Inspections. �P PROPOSED EDGE OF PAVEMENT PROP EP \ " . W--.,,,,n , j �. Frederick County Dept of Inspections (540) 665 5650 PROPOSED EDGE OF GRAVEL PROP. CURB & GUTTER PROP EG- PROP CG-6 -- -_____..__ .,_ __. _ w _ � ( .,. ,�,....,. �- � '� Sanitary Sewer and Water: City of Winchester - Public Utilities (540) 667-1850 Telephone : Verizon (301) 954-6282 Electric: PROP. REVERSE CURB & GUTTER PROP CG-6R Rappahannock Electric Cooperative (540) 622-2001 PROPOSED CONTOUR 50 Gas: Washington Gas Co. (540) 869-1111 PROPOSED SPOT ELEVATION n'i MISS UTILITY: 1-800-552-7001 PROPOSED STORM SEWER PROP. 24" ADS s w PROPOSED SANITARY SEWER PROPOSED TELEPHONE — r r T T r r— . � w `� I i PROPOSED ELECTRIC N I I _ v PROPOSED GAS LINE ' PROPOSED WATER LINE 1 WM • • • • • 52.62 i O PROPOSED WATER METER} w PROPOSED FIRE HYDRANT PROP. FH __. _ _...,.....,.w-. __-,- _ _,�_ _,� � • �� PROPOSED 33'X35' PAVILION OVER THE EXISTING I I COMMON LABELS &FEATURES OUTDOOR SEATING AREA - OPEN- SIDES 6, S 8 5 8 8 16.8 w PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES _ p a \ o EASEMENT LINE ,. PROPERTY CORNER FOUND PARKING SPACE TOTALS - `s Q L Z ADA HANDICAP PARKING STALL -�, SIGNS A- rA Z SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER ❑l ��� _...._..__ __ Q EXISTING j I ( � LIGHT POLES ® RETAIL PUMP ROOM % y, o o FF=700.21' o `O l i Q U-j N O O LOCATION OF TEST PITS ANTIQUES O a� EROSION &SEDIMENT LIMITS OF CLEARING & GRADING CONTROL FEATURES ----------------- LCG O I 1 II OO INLET PROTECTION /P O i I W W % BACKSEAT BAR & GRILL OUTLET PROTECTION OP CHECKDAM CD #100 FULL HOUSE DRIVE 54A-(1)-A1 Q y INS RENTALS, LLC #150009976 I s I U O DIVERSION DIKE DD USE: ZONED: B-2 RESTAURANT -RETAIL Q � 1.304 ACRES I i I LLJ �I Z SILT FENCE W/ WIRE SUPPORT RIP RAP RR SEDIMENT TRAP ST 3' DOOR 16 I DATE: NOV. 16, 2020 j SCALE: r=10' CONSTRUCTION ENTRANCE CE FILE NO. 00023 SHEET 1 OF 1 � � LEGEND VICINITY MAP 0 luj_ Q C) o EXISTING FEATURES SCALE 1 "= 2000' N o EXISTING EDGE OF PAVEMENT EX EP _., �,_..._..._._._...�_... — --_ FORT COLLIER O INDUSTRIAL PARK z � EXISTING EDGE OF GRAVEL __ EX EG 0% 0 O4 o 0 U EXISTING CURB AND GUTTER F---___.— EX CG-6 — — — 9 O � SITE rn h EX. INTERMEDIATE CONTOUR 4 9 Ve��FH °.,° REGENCY • LAKESka O f6 C_ o EXISTING INDEX CONTOUR 50 ���'��yo �• rho N o EXISTING SPOT ELEVATION X 50, ' CITY OF WINCHESTER Q� ti� EXISTING TELEPHONE LINE 3 - T --- --- T -------- T — T - O EASTGATE U / �� OMMERCIAL VICINITY MAP 1 „ = 2000' "Q EXISTING SANITARY SEWER /)». Imo\ CIO O M a ^o .c v EXISTING ELECTRIC SERVICE ------ E ---- E -- E --- E �---- E - -- -m � PROJECT INFORMATION EXISTING GAS LINE --- GS-�------ <�Ay -- GAS-----�- �,A5 ..- �,A., - EXISTING STORM SEWER EX. 15 " RCP :Cm:-====-_- = = = = = ,=-,-.=--- Owner Property Data EXISTING FENCE LINE — x — x _ x -- — x X _ X -- JNS Rentals, LLC 117 Westwood Circle Tax Map Number 54-(A)-54 Address 100 Full House Drive EXISTING DITCH LINE Winchester, VA 22602 (540) 868-960'0 Area 1.304 acres Zoning B-2 EXISTING WATERLINE W/ TEE Legal References 150009976 Existing Use Retail and Restaurant EXISTING FIRE HYDRANT Proposed Use Retail and Restaurant EXISTING WATER VALVE — W — W — EXISTING REDUCER EXISTING TREE DRIP LINE ",",,.,�. "". °„",,,,,,",� „""""„ ,,,�"„". w — ; -- Contact Numbers Surveying & Engineering Firm: GreyWolfe, Inc. (540) 667-2001 PROPOSED FEATURES Inspections: PROPOSED EDGE OF PAVEMENT PROP EP 4 °°� � _ „° "`' ` '� 777, Frederick County Dept of Inspections (540) 665-5650 PROPOSED EDGE OF GRAVEL PROP EG `�-- - " Sanitary Sewer and Water: City of Winchester - Public Utilities (540) 667-1850 PROP. CURB & GUTTER PROP CG-6 Telephone: Verizon (301) 954-6282 Electric: PROP. REVERSE CURB & GUTTER PROP CG-6R Rappahannock Electric Cooperative (540) 622-2001 PROPOSED CONTOUR 50 I Gas. Washington Gas Co. (540) 869-1111 PROPOSED SPOT ELEVATION Ch �i " MISS UTILITY: 1-800-552-7001 PROPOSED STORM SEWER PROP. 24" ADS016wv PROPOSED SANITARY SEWER — S S S S S S— s "°vi PROPOSED TELEPHONE T , — T T T r _ W " a a" " W °? ,, ,,. PROPOSED ELECTRIC PROPOSED GAS LINE / I PROPOSED WATER LINE PROPOSED WATER METER 1 "WM • • • • • 52• 6L ? I O Ln w PROPOSED FIRE HYDRANT PROP. FH / • - PROPOSED 33X35- 11 � I— PAVILION OVER THE EXISTING OUTDOOR SEATING I j COMMON LABELS & FEATURES a�------- AREA - OPEN SIDES �� �� PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINESr7t1 �. LU EASEMENT LINE PROPERTY CORNER FOUND Q � p s Q W PARKING SPACE TOTALS ADA HANDICAP PARKING STALL, 12 j ,y - SIGNS SANITARY MANHOLE IDENTIFIER O O STORM DRAIN STRUCTURE IDENTIFIER Fil �� 6 V LIGHT POLES EXISTING PUMP ROOM o o FF=700.21 a Q W N LOCATION OF TEST PITS ® RETAIL ANTIQUES a BACKSEAT BAR & GRILL o "' `� I I Z O #100 FULL HOUSE DRIVE W o 54A-(I)-Al JNS RENTALS, LLC #150009976 I I _ Q Ct EROSION & SEDIMENT LIMITS OF CLEARING & GRADING CONTROL FEATURES - - - - - - - - - - - - - - - - - LCG O ZONED: 8-2 USE: RESTAURANT -RETAIL I A W p< _ (j) 1.304 ACRES { o O O J INLET PROTECTION I� c� OUTLET PROTECTION ®O �I o CHECKDAM CD vo J DIVERSION DIKELLj DD SILT FENCE W/ WIRE SUPPORT 7 Z RIP RAP RR E SEDIMENT TRAP ST 3' DOOR s ' DATE: NOV. 16, 2020 ( SCALE: 1"=10' CONSTRUCTION ENTRANCE CE � FILE NO. 00023 ail SHEET 1 OF 1 � � LEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL EXISTING CURB AND GUTTER EX. INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE EX EP EX EG F— — — — EX -- CG-6 — —. — M RN — T — T T T—T—._...T PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL EX. 15 " RCP PROP EP PROP EG PROP. CURB & GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER PROP CG-6R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER PROPOSED FIRE HYDRANT PROP. 24 -ADS a- -T —T —T --T T -T -- 1 "WM p� PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING ----------------- LCG INLET PROTECTION ® /P OUTLET PROTECTION ® OP CHECKDAM CD DIVERSION DIKE No. Poo SILT FENCE W/ WIRE SUPPORT RIP RAP RR SEDIMENT TRAP CONSTRUCTION ENTRANCE VICINITY MAP SCALE 1 "= 2000' EASTGATE COMMERCIAL PROJECT INFORMA TION Owner JNS Rentals, LLC 117 Westwood Circle Winchester, VA 22602 (540) 868-9600 i46 • VICINITY MAP 1 " = 2000' Property Data Tax Map Number 54-(A)-54 Address 100 Full House Drive Area 1.304 acres Zoning B-2 Legal References 150009976 Existing Use Retail and Restaurant Proposed Use Retail and Restaurant Contact Numbers Surveying & Engineering Firm: GreyWo/fe, Inc. (540) 667-2001 Inspections: Frederick County Dept of Inspections (540) 665-5650 Sanitary Sewer and Water: City of Winchester - Public Utilities (540) 667-1850 Telephone: Verizon (301) 954-6282 Electric: Rappahannock Electric Cooperative (540) 622-2001 Gas: Washington Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 z O u) w W o0 n � C 0 o 0 0 C f0 cn M C o N L v o J o c_ 6 Q W Pc V j O �L W CL Wow. :z �(j) o O� Q Q ti Q V� z o J � z Q U) DATE: NOV. 16, 2020 SCALE: 1"=10' FILE NO. 00023 SHEET 1 OF 1 VDOT GENERAL NOTES SELECT MINIMUM STANDARDS SELECT MINIMUM STANDARDS VDOT General Notes EROSION AND SEDIMENT CONTROL NARRATIVE V1. All work on this project shall conform to the latest editions of the Virginia Department of Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after U a w Piow MOW" Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within a tiara Pajed wAhm Ow oar*uclroe of North Pak Fina. a +tpvPfeg carter and to aw9-1 t1 uWas. Skrmwoter Control Regulations and any other state, federal or local regulations applicable. In the event of seven days to denuded areas that may not be at final grade but will remain dormant for longer p., - o co "'°"°°°"'"'� foaw �°"° �"°d �' ft °'° by earlier d°"ap"' °°"t conflict between any of these standards, specifications or plans, the most stringent shall govern. than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for a co w DEW SnE catomorrs V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and more that one year. Tile a% arraaa of 1 major droiroge am that Is mrmv* covaed aft gravy wrw vegemtron. ft dbe is array* vom& Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be During construction of the project, soil stockpiles and borrow areas shall be stabilized or protectedAM" �, o PF09" 7W oft to Inmied by g FU to, to i Mewwt. Pak amber Draw to the NAMad. csX &Arood and Fat in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic with sediment trapping measures. The applicant is responsible for the temporary protection and 'A w v Z co 8 N Wier Pb* to +� 'a urger a P to wouthwret control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentional) P P Y RTE 37 O z ='' x n 15 � CCD Specifications, Section 104.04-C. transported from the project site. Q aVMt UMM AREAS AD ai on th& w% N be sa"'id°f°d eft a'a'lan Qea and WW to d* ft ate A be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including 'let morered ^ duflrrg oomtruntlon to aware we if «owlon rw not twang pave. Tie local g bowy Fes Admkftomr, a than traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is Sediment basins and try s, erimeter dikes, sediment barriers and other measures intended to try P P P be first in land disturbing be � T � J o � � w � w W "ark, WE have the authatty to ra ... and tine pooarw I of a&"" aoaan dawn) nwsta w In No am a n the sole responsibility of the developer to locate and identify utility facilities or items which may be in sediment shall constructed as a step any activity and shall made w be=. @*Wet " oorabudon that the am In pave = not fin"oednp xftler*. conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer this functional before upslope land disturbance takes place. (�j� p J OWN AND smuida cafraaa is of responsibility.Cd Man oUwvAn h,aioated. all �emnee and sbuobret °radar' and sediment omtrol aeevaeo " be ar&uoted and V5. Design features relating to field construction, regulations, and control or safety of traffic may be Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions Q'�v ., �LO aaam wine;otherwb>. wahww appr "�' ra subject to change as deemed necessary by VDOT. Any additional expense incurred as o result of any immediately after installation. ,N N snucnirtK Pant field revision will be the responsibility of the developer. an.boeft Erdmm A oorsbuobon adraroa whd be oonetruoted In the koafim sham on thm pans to apt in the V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT Underground utility lines shall be installed in accordance with the following standards in addition to fe^a"°i of w°d"1°1et deposits ffrom'�0 � to °Rter�'g do �° �*-a-s'�• land use permits for any work on VDOT right-of-way. � other applicable criteria: cA 2i seeimara we be aaaauclad as Amen on the pm,, V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged -No more than 500 linear feet of trench may be opened at one time. and held by the engineer and/or developer with the attendance of the contractor, various County -Excavated material shall be placed on the uphill side of the trench. slA Faroe Ntl be Initialled as aro.rr an pQ" agencies, utility companies and VDOT prior to initiation of work. -Flow from dewaterin operations shall be filtered or passed through an 9 Pe Pa 9 Ouft Role a'a ''m be sarwh°tad as Ao " an the pane top� worrfnq arid degrodaum dam a*@ er � V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for approved sediment trapping divide or both, and discharged in a manner that CL4K any undetermined length of time. VDOT will also require 48 hours notice for any inspection. does not adversely affect flowing streams or off -site property. VICINITY MAP Wat Protect= ws be kotalled ao oW n on ft p V9. The contractor will be responsible for maintaining adequate access to the project from the -Material used for back filling trenches shall be property compacted in order 1rr= 200' vErUNK PRXMM adjacent public roadway through construction and maintenance of a construction entrance in to minimize erosion and promote stabilization. Top SdhF TopW ad be MOW +ran the ate and staoioed In an area deWm1hed In the flaw. upon the accordance with the ViWinio Erosion and Sediment Control Handbook, Section 3.02. Furthermore, -Restobilization shall be accomplished in accordance with the regulations. / � sompallm of the pmjed topoall ail be Owed an d dlebrbed areas at a mk mrre depth of 4 bedrw access to other properties affected by this project shall be maintained through construction. The -Applicable safe regulations shall be complied with. -APP � g P Temporar seedtng a danowwd anew kft do rat for more than do days who# be waded sror a fowl verrr+unno Developer shall have, within the limits of the project, an employee certified by the Department of Where construction vehicles access routed intersect paved or public roads, ;)rovisions shall be made vegemtlorr apprapwte for the thne of year. Sw T" U1-e - Acceptable Tempaay Sewing Plant matxw Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediiment control devices and measures for proper installation and deficiencies immediately after each rainfall, is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at ean0brueb n of all aedimud trap% wilkrat bashm a borrtaa daaona, are w�.w a�rrentr snag be ins firstft before any avao" mad debAborm am . and " be fw4onkq pvWa . FA elnxhm mast be at least alai during prolonged rainfall and week) when no rainfall event occurs. (Y 9 P 9 � Y V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment ' embed wroe wed ad much rrtrrrediotely uP- aanp*v- Qmbuattan *1 bo wgwnoed w that grodng Wall" the end of construction. is removed in this manner. This provision shall apply to individual development lots as well as to w® begin end end a won ow pw'snin The arrtbocmrww ft rweroption to cormirM aowbn wib°i mwarww "roar" a RmAod drairoge am Mor to wak In W ado. oe Tie carbo*r dew not have to oaetrud aosim ow" V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum lay er land -disturbing activities. g g � "mown for "" sane sh at d" bed o° the ) 36" cover and when possible shall be installed under roadway drainage facilities at conflict points. 0111 Aft odgeA odeWdo s6"zaft% in tine opWm a the load �, ire temporary dad,w a, awdk Wd V12. Any unusual subsurface conditions encountered during the course of construction shall be All temporary erosion and sediment control measures shall be removed within 30 days after final) site a bale *4 be remaNed aid a'i' °'"°w disturbed ft *4 be alAfted. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until stabilization or after the temporary measures are no longer needed, unless otherwise authorized by PROJECT DATA: PtRNAIM SLAM " an adequate design can be determined by the engineer and approved by VDOT. the local program authority. Trapped sediment and the disturbed soil areas resulting from the PROJECT: AA aew dbbwW by cormirueft cot oftwind covered by *uatrw or pammenQ dyad be wtotrldaad kV hrolMsftorn rm crow faliwbe itubh gmy t Seeding ion be done h occordarae T the vESaf 3ia, Any aiterotiaro frarr thte doamart shoo be approved by the local erowion control odminbtcmr. see Tubb 3,32 - site V13. All fill areas, borrow material and undercut areas shall be inspected an approved by VDOT representative prior to placement and fill. Where CBR testing is required, a VDDOT representative shall P P • P g q � P disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. TOTAL AREA OF SITE: 8.455 ACRES CURRENT ZONING: B3 NORT PARK spelt weft M&M for kPolvolkn/Yowta(n Arm be present to insure the sample obtained is representative of the location. When soil samples are PROPOSED ZONING: B2 & B3 srMl wM Icosfxr submitted to private laboratories for testing, the samples shall be clearly identified and labeled as PROPOSED B2 AREA: 6.7970 ACRES GENERAL NOTES atom water marmprw,t F-Miw have bear prvddwd for thy, ar by prevbu dwalaix,w The bredamer A be reporeebb for "'° nroirdenmroe of the wtam wow marrogerrrerrt f°aeq'. belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. PROPOSED B3 AREA: 1.6577 ACRES CURRENT USE: VACANT PLA A V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION PROPOSED USE: RETAIL SPACE M we" and eadimoo t r m I m nren" vM he Chwabd day and after each ergs rokft They � low for usrdarr*ft deterioration, aroaorr arid craws depoabed motala M de8dardw wf be a�arreded Immadia`110. " compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method IN A PUBLIC RIGHT OF WAY. BUILDING HEIGHT ALLOWED: 35 MAX. SITE INFORMATION: Exaw mabertal all be spread an the &% in a morm when it ie not aady to code in the tuhne A, within plus or minus 2% of optimum moisture for the full width of any dedicated street 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD MUST ( ) BUILDING HEIGHT PROPOSED: 24' HIGH CANOPY AD waded areas en be ,seeded, mulched one fatted an needed to obmin w odernrate wmrd of Wow right-of-way. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. 1.0 ADDRESS: 1276 MARTINSBURG PIKE agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE PUBLIC RIGHT WAY BUILDING SETBACK REQUIREMENTS B2 B3 TM #54A - ((1)) - A tests shall be submitted to VDOT prior to final VDOT approval. OF THAT IS LEFT BY VEHICLES ENTERING AND = V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and LEAVING THE SITE. 50' FRONT: 50' S0' ZONED: B-3 U w further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE LEFT: 0 DEED BOOK 948 PG 247 RIGHT: 0 15' r cU I- t-• w FIRE MARSHALL GENERAL NOTES meet VDOT minimum design standards and is the responsibility of the developer. THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED REAR: 0 15' > _ 1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement TO ORIGINAL CONDITIONS. 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH BUILDING SETBACKS PROPOSED s FRONT: 51.1' OWNER/DEVELOPER: F- ® Q Z WHERE CURBING MUST BE PAINTED YELLOW. markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall high intensity The bottom THE 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION ' LEFT: 63.6' _ ~ 7- with sheeting. 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION RIGHT: 52.7' R®NNIE SIM KHOVITCH ,c w 1-- H 2. "NO PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a OF THE PROJECT. REAR: 50.0' 2929 VALLEY AVENUE H fv-i i2e AT THE FIRE MARSHALL'S DISCRETION. minimum of four (4) feet from the edge of navement. Sign posts shall be of a type found on 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE (NO BUILDINGS PROPOSED IN B3 ZONING) H o VDOT's approved list. A copy of this list may ? obtained from the District Material Section. Contact OF THIS SITE. � WINCHESTER, VA 22601 � � V 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION the local VDOT residency office with any ques t; +°, regarding sign material and! placement. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND GREEN SPACE CALCULATIONS (540) 662-0909 a UJ � AS DETERMINED BY THE FIRE MARSHALL V18. The developer must provide to the vocal VDOT office a list of all material sources prior to DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. a 0 W construction. Copies of all invoices for materials within any dedicated street aright of way must be 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND B2150/o REQUIRED (6.7970 * 0.15 -) 1.0196 AC. LU U_ H fit Q provided to the local VDOT residency office; prior to acceptance of the work. Unit and total prices be GUIDELINES SET FORTH BY OSHA AND VOSH. 27% PROVIDED (1.8496/6.7970) 1.8496 AC. SEAL AND SIGNATURE � Z V V O� TRIP GENERATION DATA may obscured. V19. Aggregate bases and sub -bases shall be VJoced on the sub -grade by means of a mechanical Density be determined the density "Road 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND B325% REQUIRED (1.6577 * 0.25 =) 0.4144 AC. , Z H z v O SEE SEPERATE TRAFFIC STUDY REPORT spreader. will using control strip as specified in VDOT's and EXISTING SiTE CONDITIONS. PHASE 1 TRAILER PARKING PLiH OF P �w Bridge Specifications'(Section 304) and VTM-10. A certified compaction technician shall perform these 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY 26% PROVIDED (0.4356/1.6577) 0.4356 AC. ��� �[ S to Q LU tests. A certified copy of the test results shall be provided to the Residency Office. In addition to UTILITIES REQUIRED BY THIS SiTE PLAN. PHASE 3 CONVERSION TO CAR PARKING I �� j- 4y checking stone depths, A VDOT representative shall be notified and given the opportunity to be present 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE 29% PROVIDED (0.4782/1.6577) 0.4782 AC.ILL ci O during the construction and testing of the density control strip. PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. LOADING SPACE CALCULATIONS U MICHAEL M. ARTZ 136 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% No. 1513 w and Bridge Specifications"(Section 315). Density will be determined using the density control strip as DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, REQ 1/FIRST 10,000 SF BUILDING - 7 �D3 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A AASHTO-T99, OR VTM-1 AS APPLICABLE ANY FILL PLACED UNDER THEN 1/30,000 ADDITIONAL SF REQUIRED 90 o t'[ certified copy of the test results shall be provided to the Residency Office. A VDOT representative BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND TOTAL SF PROPOSED BUILDINGS SURVE'fO shall be not notified and given the opportunity to be present during the construction and testing of the APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL --.i control strip. SUPERSEDES THIS NOTE IF PROVIDED. = 1 1/10000 = 1 1 V21. Approval of these plans shall expire three (3) years from the date of the approval letter. 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY 53 100/30 000 = 1.77 1.77 TOTAL REQUIRED 2.77 THESE PLANS ARE IN CONFORMANCE WITH COUNTY PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. TOTAL PROVIDED 3 OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR PARKING CALCULATIONS OR CHANGE IN THESE PLANS SHALL BE APPROVED BY REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND SPECIFICATIONS SET BY THE CITY OF WINCHESTER DEPARTMENT OF PUBLIC PHASE 1 REQUIRED THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. EROSION AND SEDIMENT CONTROL NOTES WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND 2500 SF RESTAURANT @ 1/100 25 7500 SF MOTORCYCLE SHOWROOM @ 1/400 18.75 GENERAL ERASION AND SEDIMENT CONTROL NOTES COORDINATE THE WORK WITH PUBLIC WORKS. 4572 SF OUTSIDE DISPLAY @1/3000 1.52 FREDERICK COUNTY PUBLIC WORKS APPROVAL ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. 7500 SF RETAIL @ 1/200 37.50 constructed and maintained according to minimum standards and specifications of the Virginia Erosion and THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF TOTAL PHASE 1 82.77 = 83 SURVEY NOTE5 Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. EACH WORK DAY. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE 83 PROVIDED PHASE 2 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one CONSTRUCTION PROCESS. 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO 10500 SF RETAIL @ 1/200 52.5 TOTAL PHASE 2 52.5 = 53 DIRECTOR DATE FIELD RUN SURVEY PERFORMED BY OTHERS. week prior to the commencement of land disturbing activity, and one week prior to the final inspection. EXCAVATION WITHIN EASEMENTS. 72 PROVIDED 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT PHASE 3 ES-3: All erosion and sediment control measures are co be placed prior to or as first step in clearing. WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. 1500 SF RESTAURANT @ 1/100 15 FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL 2. THE PROJECT BENCHMARK IS THE EXISTING FINISH FLOOR OF 759.00' 10500 SF RETAIL @ 1/200 52.5 ' ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all TOTAL PHASE 2 67.5 = 68 times. ES-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 87 PROVIDED PHASE 4 i . .5 �% 3000 SF RESTAURANT @ 1/100 30 P REVIEWER ATE 20100 SF RETAIL @ 1/200 100.5 (/) z 0 CONTACT NUMBERS NORTH PARK PLAZA: control plan to the owner for review and approval by the plan approving authority. TOTAL PHASE 3 130.5 - 131 � RONNIE SIMKHOViTCH (540) 662-0909 ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to 140 PROVIDED FREDERICK COUNTY ZONING APPROVAL o ZE ENGINEERING FIRM: prevent erosion and sedimentation as determined by the plan approving authority. TOTAL REQUIRED PARKING FOR ALL PHASES 335 TOTAL PROVIDED PARKING FOR ALL PHASES 382 Z t ARTZ & ASSOCIATES, PLC (540) 667-3233 ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until trial stabilization is achieved. THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS, TOTAL REQUIRED ADA SPACES 8 / /� TOTAL PROVIDED ADA SPACES 8 15 g ZONING ENFORCEMENT: STEEP SLOPES WOODLANDS OR ANY ENVIRONMENTAL0. � ,CJ (/ (� 8 8 DEPARTMENT OF PLANNING (540) 665-5651 ES-8: During dewatering operations, water will be pumped into approved filtering device. LANDSCAPING CALCULATIONS ZONING ADMINISTRATOR DATE FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENT BUFFER SETBACKS SPACES SITE INSPECTIONS: ES-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 (OTHER THAN LIMESTONE OF COURSE) INACTIVE 25' 25' DEPARTMENT OF INSPECTIONS (540) 665-5650 shall be made immediately. ACTIVE THIS SITE PLAN IS VALID FOR (5) FIVE TOTAL 50, EROSION AND SEDIMENT CONTROL PARKING LOT PERIMETER YEARS FROM THIS DATE OF APPROVAL LIJ C14 DEPARTMENT OF PUBLIC WORKS (540) 665-5643 PHASE 1 & 2 PARKING LOT = 2853' REQUIRED 1/40' = 71.3 = 71 TREES Q W SANITARY SEWER AND WATER: PHASE 3 PARKING LOT = 1622' 0 Z12-1 CITY OF WINCHESTER (540) 667-1815 REQUIRED 1-40' = 40.55 = 41 TREES STREET TREES CITY OF WINCHESTER PUBLIC WORKS APPROVAL ROAD BOUNDARY = 1094.7' CHECKED BY: MMA TELEPHONE: VERIZON (301) 954-6282 REQUIRED 1/40 = 27.4 27 TREES EXISTING = 9 MARCH 6, 2003 ELECTRIC: ALLEGHENY POWER (800) 654-3317 PROPOSED 18 PROJECT #20351 GAS: SHENANDOAH GAS COMPANY (540) 869-1111 INTERIOR PARKING LOT LANDSCAPING PHASE 1 & 2 PARKING LOT CITY ENGINEER DATE 244 PARKING SPACES @ 1/10 = 24.4 24 TREES MISS UTILITY: 1-800-257-7777 PHASE 3 PARKING LOT SHEET 1 OF 10 170 PARKING SPACES @ 1/10 = 17 17 TREES S-, P , , V _� LINE BEARING DISTANCE LINE BEARING DISTANCE L1 S 30' 19'48" W 14.75' L53 N 30' 19'48" E 1.00' L2 N 30'19'48" E 14.75' L54 S 59'40'12" E 15.50' 1_3 N 59'40'12" W 162.00' L55 N 30' 19'48" E 155,00' L4 S 30' 19'48" W 188.22' L56 N 59*40'12" W 15.50' L5 N 59'40"2" W 30.18' L57 S 59'40"2" E 101.50' L6 N 38"3'58" E 59.87' L58 S 30'19'48" W 17.00' L7 N 39'34'34" E 77,49' L59 N 30"19'48" E 15.50' L8 N 42'0 1'01 " E 53.58' L60 N 59'40'12" W 97.00' L9 N 45-27'50" E 7.13' L61 N 30' 19'48" E 6.00' L10 N 30'19'48" E 14.75' L62 N 59*40'12" W 7.00' L11 N 59*40'12" W 11.94' L63 S 59'40'12" E 7.00' L12 N 30"19'48" E 15.50' L64 S 59*40'12" E 31.00' L13 S 30* 19'48" W 15.50' L65 N 59*40'12" W 31.00' L14 N 59'40'12" W 132.00' L66 S 30' 19'48" W 14.75' L15 N 30' 19'48" E 15.50' L67 N 30"9'48" E 14.75' L16 N 59'40'12" W 0.56' L68 S 59*40'12" E 132.00' L17 S 30-19'48" W 15.50' L69 S 30' 19'48" W 127.00' L18 N 59*40'12" W 42.00' L70 S 59'40'12" E 44.08' L19 N 30'19'48" E 26.00' L71 N 59'40'12" W 7.63' L20 I N 59*40'12" W 35.24' L72 S 30"19'48" W 30.40' L21 S 30"9'48" W 109.00' L73 N 44'24'48" E 31.34' L22 S 30* 19'48" W 15.00' L74 N 59'40'12" W 5.18' L23 S 30' 19'48" W 25.00' L75 S 30' 19'48" W 30.77' L24 S 59*40'12" E 702.16' L76 N 44'24'48" E 31.41' L25 N 44'24'48" E 246.32' L77 N 59'40'12" W 11.73' L26 N 59*40'12" W 186.40' L78 S 30* 19'48" W 26.53' L27 N 25'01'35" E 0.35' L79 N 44'24'48" E 27.98' L28 N 31'45'52" E 99.05' L80 N 59'40'12" W 9.29' L29 N 31'50'45" E 40.85' L81 S 30' 19'48" W 28.93' L30 N 34'34'20" E 23.58' L82 N 44'24'48" E 30.07' L31 S 59'40'12" E 44.41' L83 S 59*40'12" E 31.00, L32 S 30-19'48" W 0.78' L84 N 59*40'12" W 31.00' L33 N 59*40'12" W 15.50' L85 S 59*40'12" E 31.00' L34 S 59'40'12" E 31.00' L86 N 59'40' 12" W 31.00' L35 N 30* 19'48" E 1.00' L87 S 59*40'12" E 31.00' L36 N 59'40"2" W 31.00' L88 N 59'40"2" W 31.00' L37 S 30'19'48" W 1.00' L89 N 59*40'12" W 247.50' L38 S 59'40'12" E 31.00' L90 S 30* 19'48" W 13.00' L39 N 30* 19'48" E 1.00' L91 S 59'40'12" E 6.76' L40 N 59' 40' 12" W 31.00' L92 N 30' 19'48" E 47.6 1' L41 S 30' 19'48" W 1.00' L93 N 59'40' 12" W 47.70' L42 S 59*40'12" E 31.00' L94 S 30' 19'48" W 132.00' L43 N 30* 19'48" E 1.00' L95 N 59'40'12" W 133.00' L44 N 59'40'12" W 31.00' L96 N 30' 19'48" E 14.75' L45 S 30* 19'48" W 1.00' L97 S 30* 19'48" W 14.75' L46 S 59*40'12" E 31.00' L98 S 43'33'32" W 1.83' L47 N 30-19'48" E 1.00' L99 S 30* 19'48" W 169.56' L48 N 59'40'12" W 31.00' L100 S 59'40'12" E 9.00' L49 S 30"9'48" W 1.00' L101 N 30'19'48" E 208.44' L50 S 59' 40' 12" E 8.81 ' L 102 S 30' 19'48" W 21.50' L51 S 30' 19'48" W 156.50' L103 N 30' 19'48" E 17.00' L52 N 59'40'12" W 17.31' L104 S 59*40'12" E 4.50' L105 S 08'02'51 " E 1 .50' CURVE TABLE IS BASED UPON FACE OF CURB WHERE APPLICABLE CURVE RADIUS ARC LENGTH C 1 5.25' 16.49' C2 25.00' 39.27' C3 35.00' 59.81' C4 5.25' 8,25' C5 4.50' 14.14' C6 4.50' 7.07' C7 4.50' 7.07' C8 5.00' 7.85' C9 25.00' 45.41' C10 25.00' 36.96' C11 35.00' 52.39' C 12 4.50' 7.07' C 13 4.50' 7.07' C14 4.50' 7,07' C 15 4.50' 7.07' C 16 4.50' 7.07' C17 4.50' 7.07' C18 4.50' 7.07' C 19 4.50' 7.07' C20 4.50' 7.07' C21 4.50' 7.07' C22 4.50' 7.07' C23 4.50' 7.07' C24 4.50' 7.07' C25 4.50' 7.07' C26 4.50' 7.07' C27 4.50' 7.07' C28 4.50' 7.07' C29 4.50' 7.07' C30 13.00, 20.42' C31 4.50' 7.07' C32 4.50' 7.07' C33 4.50' 7.07' C34 4.50' 14.14' C35 4.50' 7.07' C36 4.50' 14.14' C37 5.00' 7.85' C38 5.00' 7.85' C39 4.50' 14.14' C40 4.50' 14.14' C41 5,25' 16.49' C42 15,00' 23.56' C43 5.00' 7.85' C44 5.00' 14.48' C45 5.00' 9.08' C46 5.00' 7.85' C47 3.75' 10.86' C48 5,00' 9.08' C49 5.00' 9.08' C50 5.00' 7.85' C51 7.50' 21.72' C52 5.00' 7.85' C53 6.00, 17.37' C54 5.00' 9.08' C55 4.50' 14.14' C56 4.50' 14.14' C57 4.50' 14.14' C58 4.50' 14.14' C59 4.50' 14.14' C60 4.50' 14.14' C61 5.00' 7.85' C62 5.00' 7,85' C63 10.00' 15.71' C64 5.25' 16.49' C65 25.00' 35.49' C66 100.00' 23.09' C67 12.50' 19.63' C68 12.50' 19.63' C69 5.00' 7.46' C70 4.50' 14.14' C71 4.50' 7,07' VDOT STD CG-11 ENTRANCE FLOW LINE 17' FROM EX EOP 2" HOT ASPHALTIC CONCRETE BASE IM-19.0 1/4":1' 1.5: HOT ASPHALTIC CONCRETE SM-12.5D 1 /2":1' VDOT STD CG-7 EX LANES -14.0' 5�1]VARIABLE 4" HOT ASPHALTIC 6" CRUSHED STONE CONCRETE BASE AGGREGATE SUB -BASE BM-25.0 TYPE 21-B TURNING LANE (ROUTE 11) TYPICAL SECTION WIz / 3 EX. VDOT oil CG-7 3!O 31 1 1c Ct �1 J jof I 'r Uj'xi W 0; I I I z�o 1 � J FH--� �a I 2" FORCE-----4 fo SEWER ----. ;1 U •� ii S' cc H 3 STD ;I CG-7 I m O Ilj P. SIGN 1 LLJ 17 W % �� I 1 R35.0' VDOT STD CG-7 , Z O F 3 W W r� r. N.T.S. 43-A-35 AARON ZUCKERMAN ZONED M2 PAP,K CENTER DRIVE 4,400 AADT YEAR 1999 21 riTF-.-SUBGRADE Notes: 1. 21-8 Crushed Aggregate, Base Type 1, shall be compacted to 95% of the Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. INTERIOR LOT HEAVY DUTY PAVEMENT SECTION (shaded areas) N.T.S. bA9-'--"-" b�`- 6A5--- 6A9---- bA3--- 6A3-- �5- -- --- -- &Ag____- bAS 6rg5 bAb--_'_ - - -------__ S 58'49'12" E 529.65' - - - 6A4-- 1 EXISTING C / STORMWATER DETENTION r Z w FACILITY '. LL► Q / .......... . .l - - BLDG,��, -_ -_ - - - _- ---- -- - ------ _ -N 59'40'12" W 726.00' MOORE' S LUMBER & BUILDING SUPPLIES 54A-1-31A PAINT 4" WHITE ZONED RP -STRIPE FOR TAPER DONALD PACKARD, SR. 54A-1-31 100.0' 12' WIDE PAVEMENT ZONED RP NOTE: SEE SHEET 4 OF 10 NO TAPER FOR DRAINAGE FLOW PATTERN QUARLES PETROLEUM 54-A-1-B ZONED B-3 09 E 251 39' 54.32 LF I 15" ADS l ; 02.17% L26 0 ; 22.0' l J �R�wI �SECt'6 l 0 1 18 i 1 22.0' ' J 1$ 1 I 22.0' ' Cl? 1 C 00 c s `- MOORE' S LUMBER & BUILDING SUPPLIES 54-A-85 ZONED B2 54-A-36H FORT COLLIER GROUP ZONED M1 a�Z w Q. CL a a co W pp o CD 0;>1Cc 0 s CD I '- w N 0 W M W c� zoo J NLj co con 0 d z H or MICHAEL M. ARTZ v No. 1513 �9 71, D 0 ,0 SURVO'3qy f" W LLJ O Z H H Qc > v J L0 LLJ H W�� V V Z HZZsz 0 �0� Z U-)p W O � W Q CY W Z O _1 wIcr W A§ Q w _j � CHECKED BY: MMA MARCH 6, 2003 SCALE 1 " = 40' SHEET 2 OF 10 3 3 ! O i / INSTALL 3041 1-FH ASSEMBLY 3 � 1 I � 3 v j a I O Q I �V)l I I ) 0 FH 1� SEWERRCE--� ! 1' TYPE Ym COPPER WATER SERVICE (TYPICAL FOR ALL WATER SERVICES) I 1� I 3 I� H� m �o V Z wZ ooW NNa N fD I m w a' Q z INSTALL (JACK AND BORE) " 60 LF OF 15' STEEL PIPE ENCASEMENT ; AND 8' CARRIER PIPE ON CASING SPACERS. CONNECT NEW 8' WATERLINE TO EX 12' MAIN WITH 12'x8' TAPPING < SLEEVE & VALVE I i �1► J- .l will w z J x w 43-A-35 AARON ZUCKERMAN ZONED M2 PARK CENTER DRIVE I 4,400 AAbT YEAR 1999 _. &AS----- &AS--- 6P - &AS--- 6AS---- 6AS--- &AS— SAS &AS--- 0! �6 'AS &AS --- `�'AS------ &A5 6Ag----- 6A9- . a --- S 58749'12" E 529.65' - — - - 6AS--'�- 6 �_- 6AS-- 6A5-- 6A�r 6A3----- — I j-- O / H W 1 52— — — — lC,� W v 1 / .7' — rc PRO, BLDG 23100 SF . I i I I cn �I �' QUARLES PETROLEUM I I� 54-A-1-13 / / ; N ZONED B-3 / 14 H _ / 54-A-36H P 4 FORT COLLIER GROUP S TA 17 4 INSTALL ZONED M1 1-8'x6' TEE 1-6 A ... GATE VALVE j 4 al N 20.0' WATU_ NE EASEMENT Lit 22.0' I m im©rli© 1 LOADING 4S0PACE MH#2 Rpp/yY{MKV 53.3' r �+ 20.0' WATER I LINE EASEMENT cd cr I I PROF. BLD6, I 3 10, 00 SF PROP, BLDG, I N , 17,500 SF INSTALL 1-FH ASSEMBLY I l I I I 1 LOADING z SPACE 18 X � I Q � m Fi ... Amd .� ,1, i31: I�il III II'il 0 Q 251 39 _ — _ U f c. 1 _.r r " 20 ' 18 1 1 18 1 II 00 l� /l00 15 co 0' 401 Pao' 120, �l 11 rTl U _ O a- p N 59'40'12" W 726,00' ---- MpORE' S LUMBER & BUILDING SUPPLIES 54A-1-31A I MOORE' S LUMBER & BUILDING SUPPLIES ZONED RP I 54-A-85 ZONEb B2 1. PUMP STATION AND ON -SITE SEWER WILL DONALD PACKARD, SR. BE PRIVATELY OWNED AND MAINTAINED. 54A-1-31 ZONED RP 2. THE PUMP STATION MUST HAVE A CHECK VALVE INSTALLED ON THE CITY SIDE FOR MAINTENANCE PURPOSES. Vaw as a --1 00 W 00 �z o �� UwZT"' Q Z — N QI —] Li p O �t1 00 �1' N W O wv,�° C� L,Co tD ZCuj CD z � �' PLS H OF 1� - MICHAEL M. ARTZ � No. 1513 -7 `�O SURVOO\ W H Q oz H H Z >v(-b n.. w WHT 0 W p W 1-- U6 H Lli = Q 0 Z v 016 Z HLu z� Q �o� CY m � o LL Iix W f.. O � L Q W Z z �e CK cl: CHECKED BY: MMA MARCH 6, 2003 SCALE 1 " = 40' SHEET 3 OF 10 f�" J TS MU NOTE. - ALL DENUDED AREAS TO HAVE TOPSOIL APPLIED, PERMANENTLY SEEDED AND MULCHED PER V.E.S.C.H. 00� N N� N D or Q LU w IN I � 1 1 Q 3 tiQ Ca _ w z , < c W F-- w L N � x LLJ j I Storm Structure Schedule STPl# De5cription Tor Irv. In Inv. Out Nctc5 I DI-7 697.48 G93.48 2 DI-7 69G.48 G92.48 691.98 3 ES-2 G91 .00 4 DI-7 G98.08 G94.08 5 ES-2 C91 .00 6 DI-7 700.30 G94.20 INV OUT = 687.91 43-A-35 AARON ZUCKERMAN / ZONED M2 EXIST DI /GAS LINE TOP = 693.69 INV OUT = 689.54 24" RCP @ .67- PARK CENTER DRIVE 4,400 AAOT YEAR 1999 _ — GAS -' GAS GA ¢ GAS GAS GAS GAS GAS GAS GAS ftS _ ... GAS GAS n GAS —GAS S 58'49GAS E 529.6GAS GAS GAS GAS ----. GAS --- . GAS GAS — — N— _ — — — — -- \ o k ® z — w�� __---__ / �.--------- ----V) /___--696------- _ IN 691.0' -3B 6 .66 699c,.33I T/G� PROP, L Q r 691.00 T/S= , / I T/G� 1699 15 699.20 23,10 ` / T ' I �1598.47 698.50 T/G= 699.13 i�696.2 �T/Pm_ � � � BT/C-j 698M T/c_ i RAB_ 0 69A_9R IN 59'40'1- 2" W 726.00' --_ BUILDING SUPPLIES i =' QUARLES PETROLEUM l 54-A-1-B / i3 ZONED B-3 J 54-A-36H FORT COLLIER GROUP i` ZONED M1 1 % a X .. ,.. S 5'47'09" E 251.39' V STR# goo j 1 h` ' p 20 � llr 20 J� , 4 70 , 1 ,1/1 x MOORS S LUMB 4A-1-31A MOORE' S LUMBER & BUILDING SUPPLIES ZONED RP , 54-A-85 ZONED B2 DONALD, PACKARD, SR. 54A-1-31 ZONED RP NOTE: SPOT SHOTS SHOWN ARE AT LIP OF GUTTER WHERE APPLICABLE EROSION SEDIMENT CONTROL LEGEND 3.08 CULVERT INLET PROTECTION C I P [H] TEMPORARY SEEDING T S 3.32 PERMANENT SEEDING P S 3.35 MULCHING UJ A, a a _w 00 a) o a Z N >< o U'- CCD) O CO V r7 I d Z N � W O w v W zoo Na : US � o z g '�PLT N OF t/ MICHAEL M. ARTZ No. 1513 llb,?�2 SURV>~ O N 2 V W > LU w 0 � W 'T z Q H Z Uj Q W V) �o 'sLL- w H Z =Qo v Z z� o �o� o L1L = �-Wn LiJ H � W � o Z ICY o � < f�J z O V) a a ;;] V. CHECKED BY: MMA MARCH 6, 2003 SCALE 1" = 40' SHEET 4 OF 10 INSTALL TEMPORARY 6" CONCRETE BUMPERS ALONG ?I I PHASE 3 IMPROVEMENTS: PHASE - 1 IMPROVEMENTS CONSTRUCT NEW ENTRANCE AND ALL VDOT IMPROVEMENTS ALONG MARTINSBURG PIKE. °' `i ; ' PERIMETER OF PARKING AND TRAVELWAYS WHERE NO CURB �' & GUTTER. IF AFTER 5 YEARS FROM CERTIFICATE OF ; I _ CONSTRUCT REQUIRED 68 PARKING SPACES AND ASSOCIATED TRAVELWAYS AND SIDEWALKS PLANT ADDITIONAL REQUIRED TREES (PARKING LOT PERIMETER AND INTERIOR PARKING LOT TRESS) PER LANQSO'APE PLAN. U a W ' - CONSTRUCT SIGN (SEPARATE PERMIT REQUIRED) ( OCCUPANCY FOR PHASE 1 BUILDING OTHER PHASES HAVE _ CONSTRUCT AND INSTALL ALL NECESSARY UTILITIES AS REQUIRED Ij ?o 0.40. 1 - CONSTRUCT REQUIRED 83 PARKING SPACES AND ASSOCIATED TRAVELWAYS 111 f NOT BEGUN CONSTRUCTION, THEN ALL THESE AREAS WITH ' j a - - CONSTRUCT INTERIM TRAILER PARKING FACILITY (SEE SHEET 10 FOR DETAILS) IJ CONCRETE BUMPERS SHALL BE REPLACED WITH CURB & (' _ PLANT PROFFERED LANDSCAPE STRIPS "A" & "B' AND REQUIRED B3/B2 BUFFER Cj �� GUTTER AND SHALL PROVIDED POSITIVE DRAINAGE, o ' - PLANT ALL PROFFERED AND REQUIRED STREET TREES ALONG MARTINSBURG PIKE AND PLANT ADDITIONAL REQUIRED TREES (PARKING LOT PERIMETER AND INTERIOR PARKING PARK CENTER DRIVE „ LOT TREES) PER LANDSCAPE STORMWATER FACILITIES AND STRUCTURES PLAN1 ( INS ALL TEMPORARY 6 CONCRETE BUMPERS ALONG PERIM ER OF PARKING O °' bt - CONSTRUCT AND INSTALL ALL NECESSARY UTILITIES AS REQUIRED --- i '� i± !,� I- AND TRAVELWAYS-WHERE-NO CURB I & UTTEFR�,-' IF AFTER 5 YEARS FROM-ERTiFiCAT� OF , U > N - PLANT PROFFERED TREES & LANDSCAPE STRIPS AND REQUIRED BUFFERS D & E PER LANDSCAPE PLAN �,;�� LI / ,'HAVE, j OCCU ANCY FOR PHASE 3 BUILDING, OTHER PHASES H tlr. O Z N Q o 5 - i o NOT BEGUN CONSTRUCTION; THEN ALL THESE AREAS WITH ' CONCRETE BUMPERS SHALL BE REPLACED WITH CURB & cu > �i GUTTER AND SHALL PROVIDED POSITIVE DRAINAGE, ,;'' 4-4 lffii g w v 1 LOADING SPACE J STQRM_ WATER FACILITIES_.AND -..STRUCTURE-&----�--'`' �- - _ - ''d w _ J /xr cn CONSTRUCT TEMPORARY PAVLLJ ED 4 �_--. -- �l ,: __ L_ - _ I I + ACCESS ROAD , V WIDE *I FM" a>�B I 'i- -- J - ' _ - ->> _� p - U MICHAEL M. ARTZ y 51 `7No./11D READ - B3 TO, I i`=� I l i ,� B2 BUFFER TREES - 3 * '• PER 10' t7 _._._____-- I ' ,. `" I i ..� i O H (11 -n o� b ---_. I / S E� p� LINEAR PLUS 6' * i l% I-----� �� J Fn ���, �� �, i { � * r TALL STYLE PRIVACY i FENCE * I INTERIM �s — "- ! # TRAILER I ` � 17,500 SF BUILDING * PARKING 'I I ' s w PHASE 1 PHASE 3 > uj I Z H H � �vv LU LIJ O� H w Q O Q Z v v PHASE 2 IMPROVEMENTS: I ` NOTE: f / Z H Z V - CONSTRUCT REQUIRED 53 PARKING SPACES AND ASSOCIATED TRAVELWAYS �► I(' + /j' r 4 I� j PRIOR TO ANY DEVELOPMENT IN O O - PLANT ADDITIONAL REQUIRED TREES (PARKING LOT PERIMETER AND INTERIOR PARKING LOT TREES) PER LANDSCAPE PLAN. ,i } Z3 1OO SF ;( I PHASE 4, A REVISED PLAT FOR THE ! cy- w � j - CONSTRUCT AND INSTALL ALL NECESSARY UTILITIES AS REQUIRED 1r I BUILDING ;f ALTERATION OF THE ACCESS i ; `I EASEMENT USED BY QUARLES w j PETROLEUM WILL NEED TO BE Q ' INSTA TEMPORARY 6 CONCRETE BUMPERS ALONG l PERIMETERS OF PARKING AND TRAVELWAYS WHERE NO CURB ; --. _-� __._. _------------- - __ __ ______________ _- -- -1-r-I yr r i f RECORDED. i, ix w �` I & GUTTER. IF AFTER 5 YEARS -FRO -CERTIFICATE OF i OCCUPANCY FOR PHASE 2- BUILDING, OTHER PHASES HAVE NOT BEGUN CONSTRUCTION, THEN ALL THESE AREAS; WITH / CONCRETE BUMPERS SHALL BE REPLACED WITH CURB r I;il�,I I i k i i i ; I - I �'•. , _ ,j\\` ! `'� Z O Q LL- GUTTER AND SHALL PROVIDED POSITIVE DRAINAGE; E I STORMWATER4..�ACILITIES AND STRUC�UBESri� j I ' 15 -- c000.0 Sig. C"T.' I Cl) ,�'"�� - .- f � 4cn � � f i I ---r-- I , a 10,500 SF BUILDING 1 LOADING I I I I i ��--� _'_"*_`�— { -+-�- j ==_= = -� , V,JI,�G �- �HH� I ;1U ' SPACEL 1 'I —_-_ I _- - LIJ - - - - — - - PHASE 4 IMPROVEMENTS: CHECKED BY: MMA - CONSTRUCT REQUIRED 131 PARKING SPACES AND ASSOCIATED TRAVELWAYS IN LOCATION OF INTERIM TRAILER PARKING FACILITY PHASE 2 - PLANT ADDITIONAL REQUIRED TREES (PARKING LOT PERIMETER AND INTERIOR PARKING LOT TREES) PER LANDSCAPE PLAN. MARCH 6 2403 - CONSTRUCT AND INSTALL ALL NECESSARY UTILITIES AS REQUIRED SCALE: 1 " = 60' PHASE 4 SHEET 5 OF 10 ID ILA -r 53�uE:bo `�iI �*��e Ki� `�`^'� ���'� INV OUT = 687.91 43-A-35 AARON ZUCKERMAN 1.1y1 vi"oOL QVAjNi i j- i Y CCn%uvtON i�Aivl� riEZONED MZ IGHT LOCATION ION TYPE � EXIST DI /GAS LINE 51 WHITE PINE 6' TALL BUFFER TREE TOP = 693.69 � INV OUT = 689.54 24" RCP ; 6% �"� A R %. C, C d 1 1— III >E—► �......._ 53 BLUE SPRUCE 6 TALL BUFFER TREE 3 / I 4,400 AADT YEAR 1999 nr-n OAK' K' n" CALIPER un -R 0"'T" 'nr ... .. .....,._..,. .•. ....... 5I REU uAn. 4 CAL PER BUFFER IREE GAS GAS --- GAS 8 24i •' ? " TREE GAS :GAS. GAS GAS GAS GAS GAS GAS GAS 16 SUGAR MAPLE 2 CALIPER STREET — GAS — _ -- -- — _ _ �`�1 i o _ GAS ---- GAS _ GAS GAS --� GAS GAS ---- GAS GAS 15 SWEETGUM 2" CALIPER STREET TREE �))M'` �' i[ www U, /Ljj .PROFF`FRED - 12 (1 RFII MAPI F 2" rAI IPFR RI IFFFR TRFF 3 C9 �- I ADfIITIQNAI TRFFC y / Q (ALONG INTKI DnI' UEi -- -- �-69$ f~f N rw — — — II l7>' � 2" CALIPER BARKING LOT TREE DETENTION,.. Pn�In — — -- _. — - � DOGWOOD ALI o / — — — 82 EASTERN REDBUD 2" CALIPER PARKING LOT TREE -- 697 OP. BLJJU. 33 JAPANESE HOLLY 36" TALL PARKING LOT HEDGE SHRUB 1 Q j I I I 1 ( ' ' 1?3 100 SF �� i �,��/� ` ---- - - - ' QUARLE5 PETROLEUM �lll\r LRGRELI1 UADME-01 Y 3V" TALL rAlO\\n1I\G 1 nT 11GDGL SUOUD �V, �'' I��AIDIbi3. � �_> 1 I ' I 1 I /� 698 I 54-A-1-B V I I ` ZONEb B-3 10 SHRUBBY CINQUEFOIL 18 TALL LANDSCAPE STRIP SHRUB 10 NIPPON SPIREA 36" TALL LANDSCAPE STRIP SHRUB ' r^N i J' Y/ �i 1 �. I �` V �`` I �I ! f 1 I { { I / ` 54-A-3bM 'fYl�� i FORT COLLIER CROUP I V A I }7 ZONED M1 CYPRESS SPURGE - LANI_lS('.I�PF STRIP GROUND COVER W I " ' I/I r lo big] N A BEARBERITY LANDSCAPE STRIP GROUND COVER f 3 I ! ' I fA 1 (A t`\ Q All 1 LOADING Sr- /0 N/A SHORE JUNIPER — LANDSCAPE STRIP GROUND COVER 1 n 1 16 X 40 N/A URIOPE — LANDSCAPE STRIP GROUND COVER 3 J 5` a '�, �, ' �� v 4 �,■\ /�/ 1 T0. FH I ! If` 1� II �,t /e cwrrr et vcct nl I�f �I1J1j a- c�olo f1DVI%Ol lam V%"L- OR � _... — SEWER �� to ! ! I } ! / t... ,; ... � 6 r U �/ n .�na.�l !lL 1,JJVt�I \V,J ry .r�l\u vn vnv vartut CC I !'I I1 mil. H 1 V-- AVA PROFFERED 10yU ' I _ 1 LANDSCAPE STRIP - llI l I 1 �Z `---J _ FVERGREFN HEDGEROW AND U-- GRO IN1 ('.OVER Z ; f I I ce,ur/ I _ ,� AP 71 E " !I Illy I�YiI f ,% I I j R _ f20� m 0 ' ::_ J *J ` NW PARKING LOTf Drunen branches, ydead r^ U # �I �I\ i / I IPFRI--._.. .FES Ar �J-(� % M., i ._ �. ht -r wilres�atclabe�sm P cgs. % Z ,11 11 r ! 1 f I LANnCraPIAI TRFFC� �1JWJ j' I I I I 1 I I l 2-3' mulch 0 ©W f I ��� 11 4f -rjFI M11 2�46 2-3' Saucer / Set top of root boll e� f2 I I V !r1!,¢�� 22.0' ! / /' equal g d 1-2' ! 2j4 Zfn)' above grade. (n22.5' 2 fir /�h l> .rs•^r_� '� 1 , IU Remwe <Cnnfniner, uxa _ I 4(y RED 4 1 sharp blade to make 1 -� AN IN L- IT four 1/cuts the M (t) t{�( ERI .length off ball ball and cut a,q I / I i<� ■As lli, I, `:a:� •y s; ,,-,; 1/4' X on bottom of ball; loosen compacted Q� I d' t 4 N �GlUU ,?f IPF I J _ \ f , // I PI E 10 Il I roots. �, 2- CONTAINER GROWN SHRUB Prune out any dead !IM,• c.rv.a W/M illzEM a+sa+r+c•.o.�r ♦ uf� sL:L7 // �\ 1'1_ �� mulch et top of root?all f drYs\t!�•• � � tYII rt 1, I L #'ii N ' /// / 1 0; 40; 80; 120;— t ball. lot PROFFERED SHRUBS AND T GROUND COVER I LOADING SPACE •� ;ice-" * �IMO- (NOT .: u'J► /l1` , 4f� �• �/1� ,%�' ,. •�u� _� w.,,rs .,., :;.IY�..., ,I_ .�,t ., - •,. �17L.. • ����/� ;5. �I� - `j/ „ \ . r' w ^ aTL .ailL a a.,a�Yl .� w• ,.. ILI r ■ � r • fi r r r i ► ` r r • � M Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB era. °`p"°� "�" Q rater cr- Uj �%� 4 TREE SPECIES P11I be" , - •r ' DONALD PACKARD, SR. 54A-1-31P IC/i PER LANDSCAPE PLAN R +p arid lobar PROFFERED BUFFER ZONED RP 3 TREE SPECIES PER V � �� �� � "' LU' LANDSCAPED IEIV LIIVCAR FECT PER / f S �- STRIP FOUR LANDSCAPE PLAN 04al-I all bAv rapes Rrrlove top of rks If 2' — r Wch Iapt away from tw* i-sal well to oolltatn rater Paltlolly bacK rater to rliden and •oon lld• wall eetlM '% flnM Rmwe mitairm and aA dfcII� .Area for rater drolnape mots V or as P �oanb*w-vowri. tsav ON •ol�edeltal - == 1 hole 2-3 ttm•• root bd AM TREE PLANTING DETAIL (NOT TO SCALE) TREES PER TEN LINEAR FEET - SIX FOOT BERM F r%Vl I ERED 1v' LnNDSCn°E STRTP OETAIL NTS SHRUBS AND GROUND COVER ,is PROFFERED 10' LANDSCAPE STRIP DETAIL NTS 7' TAI 1 EVE ERRGRE N r,rl�nrnn,u 1 IHt.L CVCrtvl���ly MUt��r<uvv A�,p GROUND COVER 20' WIDE REQ. B3/B2 BUFFER DETAIL NTS TPEEq PFR TFN IINFAR FEET — 2/3 EVERGREEN, 1 /3 DECIDUOUS - 6' TALL PRIVACY FENCE 6' TALL PRIVACY FENCE 2n' WIDE PROFFERED BUFFER DETAIL NTS I- LA1'4UJCAPID STRIP vii, I i F^v"IR TRELS PER TEN LINEAR FEET - SIX FOOT BERM ''ALT Tc�N OF `'� 'd MICHAEL M. ARTS 41 Sf rpuFi'3.J qto- 2061 LU H W Z % w Q O =c�V aeN d Z �wiy —, w F—U..� /�� tY LL 7 v tIi t V SHE CHECKED BY: MMA MARCH 6, 2003 SCA. I F 1 " = 40' C`I lr= 0 nr 4 n SHEE I U OF 1 U ............................ L�8' 7 OP=698.3' PROP, BLDG, NV=691.31. 23,100 SF`w � 1aaab•�i wn�_j 3 4n4'OI Ie'i PL4 bi 00 CO ' •• i ( Ij yI' 4 OH04 I V/� ___IN_V_==69 J(j13l '��' 14 H r`�HIt ;W ! # Qi ��'11 f 17 DI-38 H,j 3' DI-3B Ta, N oow�I Nc_ii I a W'I 8 W i L=8 m 0o I3 $,( I a O M , .49' I !UM�, V)I �-'� INV=69 4' co wo� c-, wW Q I f I �a-j ��-~�z- [3I ") l9 0 'I�/ 1 LOADING SPACE 16 X 40 I � 01 I 1 LOADING 16X40�� SPACE �z o a1. ' ( I I ____ I �'ag II �j, , A V 2" -_I� �lI �I FH 2„FGCE�FORCE- SEWER 110SEWER - I I � I ATER SERVICE. I� i I 1 WATER SERVICE. 3 1 f I I I 1 U I I 15 1 0 0 INSTALL) 1-8' GATE ! 4 I� f II I `,' I I 15 0 INSTALL " 0 J 1-8 GA H Z I 1 15 0 — 20LF 8 DI V Z ; �' ( I !; I I 15 1 O 20LF 8" S of Pti Vi,P H I ( 7 LF & DEAD H 1 ; j; ( 7 LF do DEAD E/ co 0 I ; j I — .___ ca ( I + , rz-j (� _ f`_-____-- 0 MICHAEL M. ARTZ W O I �. 1 PUM !� V 3 tU ��Ir �- .. I 1 PUM52 P No. 151 Z_ I BY S INSTi4t� ( W W Z Z W 3 p II Ate ___ 0 0 W N N I MH 2 8bl MH 3 00 f. I 0 0 I I ! «� I I MH12 6 �IH , r ti� ° 3 I �- I I N N I suRVE I N °' 0% I I 22.0' 22 0 IID Q W I I I �.. . m W BI..D Q W I I I m I i _- ---- P_BA'L _ BLD _PB�JE�. 12,000 SF ' i ._ 12,000 SF LINE o 2 •< I I �' —� DBE ATER LINE (MIN CTION 1 1 — f �o `. --- (MIN CTION 11 -- j :- ANGLE=5 "� I — — — A=5 NGLE j ! 1 2 0' W I I 1 2 Co N I I I f I 53.3' I _ _ T WATER PLAN VIEW SEWER PLAN VIEW ff SCALE: 1" = 40' SCALE: 1" = 40' H Q m w O Z cC tom-+ H u H � 4H4 H o9 Z wH� CC H Lu w =QO Z � Q Z HLli Z O �0 710 710 w �; v' w z w 0 708 c c Z o0 0 _ 708 710 _ 710 4 nc 706 706 708 708 Z Q O � a J 704 MAINTAIN A MININMUM OF 6" OF CLEARANCE BETWEEEN d aw 3 =n a z if 704 706 MH1 MFt2 MFI3 MH4 706 (D 6" FORCE MAIN & CASING. 2 702 ° CONTRACTOR SHALL TAKE N . EXTREME CAUTION. TEST PIT n F �, co � + + to 702 704 704 d o SHALL BE REQUIRED TO VERIFY ^•r POSED -- z ROPOSED 700 0 o DEPTH. GROUNDS 700 FUTURE PUMP STATION BY GROUND EXISTING GROUND 702 SEPARATE PLAN t $ a> S 702 698 �. �' ��- i 698 �� u 1 - o' a ��- STA 10+06= — — ` — — — — — a - ___------------------------ ------ -''. __.._. � ? 7 S� tt cc z a 0� I1 5 � z tt � � - - 700 4: cn 6' WATER 10 696 EX GAS LINE _ _ 696 698 698 15" CMP tST1NG - 694 GROUND 694 -- —`- 696 696 692 692 694 694 690 INSTALL & z 1- MINIMUM CLEARANCE 8' DI WATER, w 690 z O (JACK BORE) _ C1ASS 52 _ _ = 692 __ _ _ _._ 6 PVC, SOR35 O 0.52% 692 688 60 LF OF 15 STEEL z PIPE ENCASEMENT AND 8" ``' 04 S � N 126.181f 6' PVC, SDR35 0 0.55% 191.80LF CARRIER PIPE ON CASING SPACERS. CONNECT NEW >- �. o o -� } 3 3` 688 690 » 156.23Lf 6 pYC, SDR35 0 0.51% 690 686 8» WATER LINE TO EX 12 a� to to •� oil 00 0 686 MAIN WITH A 12"x8" a a G� 688 DUCTILE IRON TAPPING to $ Cl x688 " mow' 3 c7f 3z c7f 8 684 SLEEVE & 8 VALVE. ib �n ��., �s .- ;� � > n •� .- > � > i � .t u /�j n u n u » tt ; 684 686 686 682 �i. o � ^ �� 00 '- '' W fa— to G� M� 1� ^ ^ N `� r- V V + + O d d + d + x • r- 00 00 + .- tG .F + x . �' ..}} + co tit000 �ioo 682 680 n n n n n n n n 680 -50.00 0+50 1 +50 2+50 3+50 4+50 1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CHECKED BY: MMA WATER PROFILE SEWER PROFILE MARCH 6, 2003 SCALE: 1" = 40'H SCALE: 1" = 40'H 1" = 4'V 1" =4'V SCALE: AS SHOWN SHEET 7 OF 10 705 ■.■,idl- � TAP= � I 697.42 ENTRANCE PLAN VIE SCALE: 1" = 25' SCALE: 1" = 25H 1" = 51V T 698.80 arT/S 705 695 FINISHED GRADE Z+1 -kLf .a CULVERT' INLET PROTECTION 3.011-2 cIP CULVERT INLET SEDIMENT TRAP CLASS I RIPRAP RIPRAP 7 .� / HEADWALL Z .,� VDOT #3, #3 OR #5 COAR: AGGREGATE STORAGE REQUIREMENTS EQUIVALENT TO THAT OF 5 '•' a1 • 67 c.y./AcRE WET' STORAGE PERSPECTIVE VIEW (BELOW BASEOF • 67 C.Y./ACRE DRY STORAGE • • • TOPPIPE INVERT NATURAL GROUND •, OF • BERM) RIPRAP AREAS TO BE 2* HEADWALL HE (D;ISTURBIED UT ROCK CHECK DAM 3.20-1 8 =110, 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLI (OPTIONAL; (DOWNSTREAM VIEW) VDOT #1 COARSE AI FLOW W 2--10 ACRES OF DRAINAGE AREA: FILTER CLI (OPTIONAL -CLASS 1 RIPRAP SOT #1 COARSE Ai VDOT #3, #357, OR #5 MAX. SEDIMENT DEPTH FLOW1_ (CLEAN OUT POINT) COARSE AGGREGATE AT 1 /2 VOLUME OF WET STORAGE AREA ELEVATION PLACEMENT OF A R2" STOP SIGN 4 --1 I-- 6' 7» 12 FT. 13» (min) Lls:` ,, .�� � 1 ;�-I_ ; y�; Ili=- .._:, , ; •' MMMMs� 2► 6» Curb do Gutter may be cast -in -place using class A-3 STOP -- �----MIN. 12 FT.concrete. if it is precast it shall have a minimum of 4,000 psi concrete. The bottom of the curb & gutter may be parallel to the earth on which it is placed as long as the minimum 7» depth is maintained. STOP SIGN DETAILS: REVERSE CG-6 --•- --- - -- -- -- 0-4 -- N.T.S. (DOWNSTREAM VIEW) TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE' FOR ALL REGIONS' Rate Planting Dated ,,Uecies .Zoe Sept. 1 - Feb. 15 50150 Mix of Annual Ryegrass (Latium multi-florum) 50 - 100 Cereal (tinter) Rye Feb. 16 - Apr.J0 Annual Ryegrass 60 - 100 (Lolium multi-floruin May 1 -Aug. 31 Ge(Set no iMiltalicolet ) 50 5 R2'0» R1.0» T CONSTRUCTION TEMPORARY SEDIMENT TRAP BLOCK AND GRAVEL DROP INLET 2»1- S ONE CONS RUCT ON ENTRANCE ,, • 3- 4» 1:1 ° 11 1 1 SEDIMENT FILTER 11 •:• i:: , : t »Minimum 7W WL ORIGINALI •� 1.0'CONCRETE 8Loc3c • �_L -`� I--WK ` ' • ... � � � � r1l.1ER arnll� �.____-_�___...� �y ._._ IIOUIIfJiBIE BElill .r < ' _• � • r ` SIDE ELEVATION (aPa 67 CU. YD./ACRE VARIABLE* . ; - I-7 --� --2.0 --{ Dom cx+ouho Curb and Guftw rmy plow u*n A-3n Code If It Is precad. it *M have aCHaes 7d 67 CU. YD./ACRE ' > ` : ; ,. ' • �^ ``! mlydrmun of 4000 psi concrete. (EXCAVATED) 4 FL CLOTH ORIGINAL The bottom of the curb and gutter mq be GROUND �Y � paraN to the earth on wtkh It Is ploced ae ELEV: as the mlydrrwnT T is maEnbakled. tr------ Dom long depth • 10 *SEE PLATE COARSE TES CLASS I RIPRAP VDOT STD. . CURB AND GUTTER v� e CROSS SECTION OF OUTLET � oouresE 1E a 1>�PPea DEwcE EEN 4» 6» » 7» •OF NOW11 aF hoiNO 6�s PLAN VIEW CLASS I RPRAP SEE SITE PLAN W FILTERED WATER +. (min)RUNWXyvERFtow1 . s,.,, • , WATER _ .t • • ' .� '' j • � 7'`- a-d� t, t' *'� '� T" ).V>'= i ;� � ny"'r � .,� 'f '�.. ; .� MIL� SEW NT f 610 nm Ci(�1hI �\\ ... i S.! .`.'-'t ; i i _..,-� 1 -i I •� RII.GI SECTION A - A _; { •' MI(TFt GAiE Curb & Gutter m be cast -in -place using class A-3 may P 9 concrete. If it is precast it shall have a minimum of 4,000 N psi concrete. T COARSE SPECIFIC APPLICATION " �" EXCAVATED THIS METHOD OF INLET PROTECTION IS APPUCABHE WHERE The bottom of the curb tic gutter may be parallel to the l . _ _� % i� earth on which it is placed as long as the minimum 7» �- "fi �` i - �� WAW R DWS ARE EXPECTED AND WHERE AN OVERFLOW depth is maintained. CONCIVE aM � /_ TCAPACITY W STRUCTURENECESSARY . VDOTPREVENT EXCESSIVE FORDING VD0T STD. C G - 6 SECTION B - B "COARSE AIiGREGATE SNAIL BE VDOT #3, #357 OR #5 N.T.S. Sorrow Adapted from OUTLET (PERSPECTIVE VIEW) ' GRAVEL SHAIl, BE VDOT A #357 OR #5 COARSE AGGREGATE ON! Va. Dac Plate &M-1 tOWE 1& WWC PLATE 113- SpURCE VX MOC PU kEW ISD 7i01 CG-IT xz STREET APPROACH SAW IRADUS To AE AS SURFAC•1C AS MA94L•IE S"OWH Ot4 PLAwt) ;$IOEWA$ A, ROAOWAY 6RAOtUlS id BE AS -------- ----- -'-..f . .. �. • 5WQ" ON PLA�MS) r4 QARAOtJti CCAAS•TT i l e ST'O cc CURD `- CUPID AND GUTT / I 1 ................ CLASS A3 t+.. �; . • t+.• ' d' d a? ., 4' WCwALt(� tHa.E.5.1t �_ ___.• 6- i r I dPT10kAL 6- C13NCrtETE a EXP. 14" 00"T 1 EXPANSION -our A .J _.__-r;pTVWVTH 13 2"•o"QR AS twunAIO'K ROAOWAY SECTION C-C SHOYTN ON TYPICAL SECT", PLAN VIEW CONSTRUCT GRADE GRANGES WATH A PARA( MK CURVE, /a WHEN TIC ENTR.ANa RACI CANNOT ACCOLAIDDATE k� TFIE TLPMNC PEOUREIENT'S OF ANMPATED HEAVY 10'PARAMCIC CURVE RALPS WITHIN THEHtSAITSTOrFOR 71-C ROONSFOUl.O BE HOULDER OR 8 *I' A AICREASED TO 7•, O 'C Q _ OP T"AL FLOW EPAr'SL -- -- �H ST'O. CC. II tS USED fOR BS T -'- '- - MAINLINE AOjZ;AY - ---•-'------_-..--..... -- PROJECTENIRAIS. PLEASE IN CONJ.AYCTX]N 'KITH VOOT PROJECTS. PLEASE X VAX. ��NOTE THE FOLLIOWNG: PE CHA14(;t _-"`-'-** d ►AAM &K PA.VEWNT SR&L 9E CONSTRUCTED 5' UK' WN. FOR T TREET � TO THE RJW LINE (EXCEPT ANY SLO04RAOE Co STABLt1AMN KIOLIREO roR AIAP&OW PASLf ron COIAItERC PAvEutNT *WA CAN BE OMITTED 0 ENTRANCE rRE ENTRAwE.) SECTION A • A A Cuna oR comAT10N evRa aActx f)tN N+o curT(a 'SHALL NOT K CONSTRUCTE0 GUIOELINES FOR GRADE CHANGE 0 WYOttO THE RIW LOX EXCEPT FOR RE Pt. ACE 4EHT PuRP0,XS. WHEN usEO N GONJUHCTION YMTH STANDARD CG•3 OR CG•7, THE Cl7flB FACE ON TIES ENTRAWCE VOLUME DEW04XE MAX#" STJA•DARO IS TO BE ADJUSTED TO YATpt THE kb"TAKE CURB COr�K.'URAT)OM. 1-•til tMOR£ tttAl• two vPOy p X S X SEE ANDARD CC-12 0 R CURB RAMP DESIGN WEOW (a40- IS00 vile) A .3 % b X O. Er U IAO W TH KS5TMCAARD. LOW MLESS THAN 500 V'AO) PUNS ARE TO xAMATE WHEN CONSTRt)CTION Of A FLOW LINE IS REO4AREo r0 P%bOV40E PWTtvC DRNHAGE ACROSS THE ENTRANCE, OP'TMAC FLOnINE MAY FtE'QJK WARPHG OF A PORION OF GUTTER TO PRECLtQE PONO•AC OF WATER, sPEceICA1104 1,METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS sox AND COMMERCIA4L, ENTRANCES riQfiltli A CEPARTNENT OF TRANSPORTADOM �j TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES MULCHO. RA1Q�. NOTES: Per Acre Straw or Hq 1 - 2 tons 70 - 90 lbs Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or Oy hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 15W lbs. winter cover gr during `)ot, is. PApply as s u Corn Stalks 4-6 tons 185 - 2 5 lbs. Cut or shread in 4-6 Air-dried. Drt not use in turf areas Apply with mulch blower or by hand. Wood Chips 4-6 tons 186 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chit/ handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. Yds Free of coarse matter. Air - or Yds. dried. Do not use in Ane Shredded turf areas. Apply with Bark mulch blower, chip handler, orby hand When fiber mulch is the only available mulch during periods when straw Id be used apply at a minimum rote of 2000 lbslac. Or 45 lbs.1100 sq .ft ES-2 FLARED END -SECTION DIAMETER I FOR 12"-60" CORRUGATED T LENGTH PIPE CULVERTS PAY C OF PIPE LANE SIDE THREADED LUG ROD PAY LINE ALTERNATE CONNECTION DIAMETER C I CONNECTOR OLENGTH SECTION SKRT -W PLAN ELEVATION ./' RENFORCED EDGE 20' -I APPROX. 11Aq "*-r a � a a a -o co �E ago. ✓ cc M of Ln O to � co CL CL i z rn N w 4-4 O b w 10 r :~ cD J v J Zoo cab ' J in �z MICHAEL M. ARTZ r No. 1513 SURVE'IO�Y w w S H ("- w TABLE 3.32-C do SITE SPECIFIC SEEDING MIXTURES ki FOR APPALACHIAN/MOUNTAIN AREA V) H Total lbs. Minimum Care LawnPer Acre w - Commer+clol or Reelder tlol 200-250 lbs. `� V - Kentucky 31 or Turf -Type Tall Fescue 90- IOOX - Improved Perwrinlal Ryegross* 0-10X O H w - Kentucky Bluegrass 0- lOX � Z � � Wgh-Maintenance lawn O O Z = H H Minimum of three (3) up to fMe (5) vadedes I- ][ t %T F- hZ-T of bluegrass from approved list for use In WMInla. 125 lbs. lZ ham-+ hvT kb General Sbae 63:1 or less) w v , w H t-- - Kentucky 31 Fescue 128 lbs. - Red Top Groan � � � - Seasonal Nurse Crop** 20 � O H w S Q C)Z _rLaw-Maintenance M (Sher than 3:150 lea. 1) O V 3;: - Kentucky 31 Fescue 106 ibL O � O - Red Top 0 LU - Seasonal Nurse Crop** 20 lbs. w ci '-'-' L) p - Crownvetch*** 20 1bs. Q = w 1501bs. Z l.L_ Z Q * Penemki Ryo wlN gwmkx to faaber and at Iowa• soR ternperaftw s w o rasa than fescue, 'may Pang cover and enDalon rleebtance for seedbed H Q w ** Use seasonal nurse crop In ocoadance wJlh sseft dates as stated bebw: i-L- 2 Mardi, April through May 15th ......................... Mnual Rye O Z � May 18th through August 15th ........................ Foxtan MIi O August 16th through September, October ......... Annual Rye Cl- < November through February ................................ WTnter Rye w V *++' if flat Poo is reed, Increase to 30 be./ocr e. AN legume seed must be Z property inomwed Weeping Lovegrose may also be Included in any slope or low -maintenance mUture during warmer seeft periods; odd 10-20 bs. ocre In mbces. Z LENGTH OF w PIPE E APPROX. 2.5:1 l- SLOPE TYPICAL CROSS-SECTION PPE DIIA• SHEET Ti N XN SS DIMENSIONS STEEL 9140 tlJM A 1'TOL B mkx H 10TOL. L 1 J+ w 2'TOL. C 12' .064' .060' r C e' 21' 24' 2r I r .Ow LOBO' 7' 8• r 26' 1 30' 2r 18' .OW .060' r 10' r 31' 36' 2r 21' .OW .060' 10' tr r 36' 42' 24' 24' .OW .06o' 10' it r 41' 48' 24' 27*/30N •OW .OTr 12' 16' 8' 51' OV 24' 36' .Ow .075' 14' 19' 9' 6V 7r 36' 42' .OW Aar 16' 2r 11' 69' 84' 1 36' 48' .Ow AOr le 27' 1 r 78' 90' 24' 54• .084.0T9' .105' 18' 30' 12' W 102' 36' 80• _0__ .109- --- 1,13Y 18 33' 12' 87' 114' 3C $» J TOE PLATE c) O Of NOTES. W 1. TOE PLATE TO BE PUNCHED TO MATCH HOLES N SKRT Up. 3/8' GALVANIZED BOLTS TO BE FUG. LENGTH OF TOE PLATE IS w+10' FOR 1r TO 30. OWrfETER PEE AND W+22' FOR 36' TO W DIAMETER PIPE. -' 2. SKRT SECTION 1r TO 30' MAIM PPE TO BE MADE R ONE PBX SKIRT SECTION� JOHM �MAYi��o� BY G OR ON�CHaW IN 3 P� CHECKED BY: MMA 4. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SLEET MMM AS MARCH 6, 2003 5. END -SECTION AND MIINGS ARE TO BE STEEL FOR USE WITH STEEL PPE. & END -SECTION AND FTi M ARE TO BE ALIIIM M AIJX FOR USE WHH ALtIMIN M AIM 7m}E1R 7. THE STEP. OR ALLUMMUM END -SECTION DErANED MAY BE USED FOR PLASTIC SCALE: AS SHOWN PPE sum SHOWN R ST'D. Pc-1 OR AN APPROVED PLASTIC END -SECTION MAY BE USED. SHEET 8 OF 10 TOE PLATE � �T BE � � PAVED. AS T COATED l�q PAVED MI:TN.PK DO SECTIONS DO CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES TYPICAL METER SETTING INCLUDES: I" METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y504 CORPORATION STOP - FORD 1" MODEL F8600 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT COVER EXTENSION RING - EXT 1 24" DIA. X 30" HIGH HIGH DENSITY POLYETHYLENE METER BOX 1" COPPER — - n TUBINGCOPPER TUBING 1" METER METER BOX - 24"X30" HIGH DENSITY POLYETHYLENE 21 _ 611 VARIES QUARTER BEND-L04-44 Of of of METER BOX METER FRAMEAND A0 COVER z V METERAND EXPANSION CONNECTION 0- BRA55 ANGLE METER VALVE O WITH COPPER FITTING a a- 0 o bOUBLE CHECK VALVE 1" METER YOKE (W/ VALVE INLET, BOTH ENDS COPPER) TYPE " K" TYPE -K" i" COPPER TUBING V COPPER TUBING r 1-4/4 BEND 4" MIN. #57 STONE 1" TAP TOP OF MAIN �+ FIRM UNDISTURBED 1" BRA55 EARTH 0 COUPLING NUT CRIMPED kN", .0� i" COPPER PIPE OUTLET WATER MAIN CORPORATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 9/01 DETAIL NO. SCALE: NONE WD- 3 5' minimum r ■ .ISi4itH•0:i:r :B�:=3W ds n Lasing pipe or Lcarrier pipe spacers (see note) bricked runnel liner up ends NOTE: I. Separation of carrier pipe shall be by manufactured casing spacers with plastic runners, 2. Spacers shall be placed on spigot end within 6 inches of con- nection to bell; then 2 spacers evenly placed on length of pipe. SECTION SIZES REQUIRED Carrier Pipe Casing Pipe Wall Dia• (") Dia. (") Thickness_ 4 or less ......... 12.......... 250 6............16..........250 8............18..........375 10............20........ 375 12............24..........250 14• • . , ..... • .. 24• , • • • , , . , .375 Water Service Laterals IS. • • • • • . • .. • • 24• • • • ......375 a) Casing pipe shall be SCH 40 PVC or SDR 21 16• • • • • • • • • • • • 30..........500 b) 3" diameter pipe for I" service lines 18 • • .......... 30..........500 0 6" diameter pipe for 2" service lines 20............ 36. , ........500 d) No spacers or sand fill to be installed 21............36..........500 24............36..........500 (for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 CITY OF WINCHESTER, VA * METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES *FLANGED ANGLE METER VALVE SHALL HAVE "O" RING TYPE FLANGE METER SUPPORT BRACKETS * 2'' FORD COPPER5ETTER MODEL # VSHH77-159HC-11-77 * BACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS * 1-112 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM AS 2'' WITH ONE PAIR OF 2" x 1-112" * BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS, FORD PART # A67 * METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL * PRECAST VAULT AS MANUFACTURED BY THE CLEAR FLOW COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL lI�N q 2" OR 1112 TYPE "K" COPPER PIPE (TYP) 24'' x 36'' ALUMINUM BALL VALVE CURB STOP WITH 2" ACCESS HATCH GATE VALVE OPERATING NUT ........... HALLIDAY FORD M DEL B44-777 W/ (SIR-2436) QT67 ............ DOUBLE }. CHECK _ VALVE _ TAPPING SADDLE AND CORP STOP �� BALL 4 1 1/2" OR 2" METER SETTER VALVE FORD CUSTOM SETTER 4" DIAMETER BLOCKOUT SECTION VIEW FOR DRAIN STANDARD 1 1/2" & 2" METER INSTALLATION DATE: 9/01 DETAIL NO. SCALE: NONE WD- 4 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES VDOT CLA55 21A BACKFILL. PLACE IN 6 INCH LIFTS, COMPACTED TO WHERE THE TRENCH BOTTOM I5 ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS, DE8RI5 6 STONES " WHERE 5UBGRAOE I5 UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 907 OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND 95% OF MAX IMUM DRY DENSITY//// 1�///// "�///// 1�/// ///////// //// /////// / /i///, //// //// ////// /// //, ///// I / / ///, I I— I I //// // ////////, /// I (— `I /// VDOT CLA55#57 BEDDING I I // / a // /// (�• 1 , 0 24" STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES MIN. 6"MAX 7 CU. FT. MIN. #57 STONE FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 112" STREAMER NOZZLE SHALL FACE THE ROADWAY �LU 3� U W WINCHESTER APPROVED FIRE HYDRANT 18" 5Q - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS SCREW TYPE I ADJUSTABLE VALVE BOX e°oe�°e°e°e°e°e°oo o°oeoeo°oeee000°oo 0000veoevoao GATE VALVE eoeeeeeee °eeeeoeo°o°e eeeeee e°e°e°e°e°o°e°e°o o°e°e°e°e°o 000°eoe�eoeo 4" A. • 1; 0 �t 1 --• oe°O°ee0°e°0000� �000 �1 E- . 000000000�000 •, o°e°�°e°o°�°o°o°a°o°e°o°e ee°e°e°e°e°e°o°ee0°O°oe0°Oo CONCRETE 14' o eoeoeoee°oee°e°o°Oee°e°o°o° eeeeeeeeeeeeeo ••eoe°o°°ee:;:voevee:;000;°eoououvoe THRUST BLOCK v +• HYDRANT TEE 00000eo$ooe°geoeoeeeoeeeeepeeeeeeooesOoo BOND BREAKER ONE LAYER #15 FELT 18 STANbA�11 DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD- 8 CITY OF 'v /INCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES BACK FILL MAY BE EXCAVATED TRENCH MATERIAL EXCEPT HIGHLY AND ORGANIC SILTS d CLAYS FREE OF ROOTS, DEBRIS 6 STONES LARGER THAN 3" DIAMETER VDOT CLASS # 57 BEDDING ' WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS, DEBRIS d STONES WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY ':•tif.'t�t%i'+i•`y.�`t!,�!�'���;�{'•,•+,,:'tit'`•.,.:.. ��-AA gr O.D. • 24" i REPLACE SURFACE IN KIND STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO, OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS - 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES j• 4e: } ao WAiTE , X: + r,' 18" TYPICAL RESILIENT SEAT VALVE INSTALLATION: VALVE BOX AND BOOT SHALL BE CAST IRON VALVE BOX COVER SHALL BE MARKED "WATER" VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE 18" X 18" CONCRETE PAD SHALL BE PLACED AROUND VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/O1 DETAIL NO. SCALE: NONE WD- 9 CITY OF WINCHESTER, /A DEPARTMENT OF PUBLIC UTILITIES t�i �MMM drAm _ I" UM#RI �W1GN! 00WAI M UW T1eiC•M �OTlG1�� *Alta VALVE llplflt/� SWITN Typll SN- SWTION TEE, wlr OR Mao IN LMD Q rawMOIMwM Im "roo ow IM FWAM ! mm °06110tM1 NAIp b4'.WWATIOM AX.VN" % AMD 7M C4110 MM PMW TO C4KM IVILY SINVA1MMS D • tZ' Mi FM W AMP 1FM11/t FMMt, IM MMft W AM AwA W UOMRt/MSp SOIL "SMA101• VO4 MIOIr �' w' MILL M17R t!" 11/M12O" M*! ASIA&r %NVWV MV SO& SVL . MM4AM1 AS QtO K t71MRT Ml.OI1 MR APO DM �MdN. FM MUMS► "M 4 M V416 AMP 9Z M � AMD +1014 -- A 0 el A 6 O A S O M N•O" &4•' NO' ow OfA" ow W ow M- r Y Nam" OBI' Nam' OM' O%Ar O-A' Nam" Oy' 24i" W IW' ow W NO' ow ly" IV' 0�4' 2W w NA' NO" 2w It,r• r-os It'•+' X-tr ro„ MQ„ W 24r r6w V6W N•w NO, r-W 2W r-4r *.W W 2W N0" W-W Ivy NM` X-tr V60" 14r 4W 20" 2M• rw µP N Q' I'W 2W W-V N e SRO' wA1.V!JVWM & Mt M rfUM AND �w IN corlc,OeM "MET SLoG1ft r TT*w SIZE ROD SIZE Nommoomd7w r a tom• tr 4 LI'J/S • 2 W VEICTIG/V, CI!hbb M1t'1NM I�r'flM�MOGIG 4TG sta I 1 224pi 1 � _ t 0.08lM r M 64 a` - - u 2> TH RW U.006S PM VERTIGN. W - - t& a� UP eam so" DE TFE SNre r2r - LZ 2s �i1r Ad FM HORJZONT'N- DEMOS• W 02 0 M 1I w' OA 2M ou - W Lt A2 •t - 20' 2a 4A 11 - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL NO. SCALE: NONE WD-12 LLJ as CL aCL Do bt W 00 Q �•� Cn I N 1 c� I oX •vW z�sh I Z N Q c o 0 0_ Q oo In o - > O '•d W <nr-L_ w (D CI CO L ~ NU2 Uj PLT H OF Qlzllp MICHAEL M. ARTZ v No. 1513 1��� SURVOO W w LU 0 = Z H LU nc H L1CQ~CH U.j to LU ix w � Q H z LLJ Z = qc O V V w (� Z HWV z O w nc j'L N 1...i. ,) (. j Q O LL_ Q w Z LL— 8 r7 w N Cq Cq F— r-i o0 Q w }• CHECKED BY: MMA MARCH 6, 2003 SCALE: AS SHOWN SHEET 9 OF 10 3 TREE SPECIES PER TEN LINEAR FEET PER LANDSCAPE PLAN 20' WIDE REQ. 63/B2 BUFFER DETAIL NTS 3 TREES PER TEN LINEAR FEET - 2/3 EVERGREEN, 1 /3 DECIDUOUS - 6' TALL PRIVACY FENCE LINE BEARING DISTANCE L106 N 30'19'48" E _ 29.73' L107 S 59'40'12" E 3.17' L108 S 30' 19'48" W 51.00' L109 N 59*40'12" W 3.17' L 1 10 N 30' 19'48" E 11.27' L111 S 59*40'12" E 0.11' L112 N 30'19'48" E 61.23' L113 S 59'40'12" E 156.00' L114 S 30'19'48" W 20.00' L115 S 59*40*12" E 31.85' L116 S 44'24'48" W 246.32' L117 N 59*40'12" W 159.16' L118 N 30'19'48" E 50.50' L119 N 59*40'12" W 1.00' L120 S 30'19'48" W 50.50' L121 N 59'40'12" W 2.35' 6' TALL PRIVACY FENCE CURVE RADIUS ARC LENGTH C72 4.50' 7.07' C73 4.50' 7.07' C74 4.50' 7.07' C75 4.50' 7.07' C76 5.50' 8.64' C77 25.00' 45.41' C78 4.50' 7.07' C79 4.50' 7.07' INTERIM TRAILER PARKING LANDSCAPING CALCULATIONS B3 BUFFER SETBACKS SPACES INACTIVE 25' ACTIVE 25' TOTAL 50, PARKING LOT PERIMETER PHASE 1 INTERIM TRAILER PARKING LOT = 953' REQUIRED 1/40' = 23.8 = 24 TREES INTERIOR PARKING LOT LANDSCAPING PHASE 1 INTERIM TRAILER PARKING LOT 45 PARKING SPACES @ 1/10 = 4.5 5 TREES SYMBOL ;E Ilk PLANT SCHEDULE QUANTITY COMMON NAME HEIGHT LOCATION 23 WHITE PINE 23 BLUE SPRUCE 23 RED OAK w 14 DOGWOOD 10 16 EASTERN REDBUD 6' TALL BUFFER 6' TALL BUFFER 2" CALIPER BUFFER 2" CALIPER PARKING LOT 2" CALIPER PARKING LOT TYPE TREE TREE TREE TREE TREE REQD - B3 TO B2 BUFFER PER 10' LINEAR PLUS 6' TAl STYLE FENCE (TO BE INSTALL CONSTRUCTION OF INTERIM PARKING LOT) THIS BUFFER IS TO REMAIN IN PLACE UNTIL BUILDING IS CONSTRUCTED IN PHASE 3. A MINIMUM OF 10 OF THESE TREES MUST REMAIN AFTER ALL PHASES ARE COMPLETED AS SHOWN ON LANDSCAPE PLAN. (10 BE PLANTED DURING CONSTRUCTION OF INTERIM TRAILER PARKING FACILITY) - TREE TABULATION FOR THIS BUFFER IS PART OF PLANT SCHEDULE ON LANDSCAPE PLAN. U a UJ �a a- co Ld 00 CD •t v I �UW z`n� ZN 0 x O O d00 co 0 V w O Li U) L' w n c� zoo N�> U-j cr) � z z r-PST H or L O MICHAEL M. ARTZ '�P' No. 1513 /:F/b--?7 , SURVO L,puLLJ ,a O ~ Q Z = Z H H ui AC 4y t--1 CY p[ �aG H T Luac t-- n z M O w <C LI_ H -F "< 0 Z U Z Hz� L LOC Lu o w w H U LIJ a Lli Q Lu Q 01- Z0 O Q LL- J I/I V) z O MEM CHECKED BY: MMA MARCH 6, 2003 SCALE: 1 " = 30'