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Home My WebLink About041-97 Negley Mini Storage Phase II - Stonewall - Backfile (2)FREDERICK COUNTY, VIRGINIA ABBREVIATIONS ASSY. ASSEMBLY GENERAL NOTES 1. The property delineated on this plan is located between Interstate 81 and Route 661, Welltown Pike, in the Stonewall BF BASEMENT FLOOR BLK. BLOCK �4® Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct a mini buildings on a 3.57 acre tract The tract contains one building which is used for office, maintenance and BC BOTTOM OF CURB BSBD. BASEBOARD 4V ,O�' oGV -storage storage. C&G CURB & GUTTER CMF CONCRETE MONUMENT FOUND, d �I 2. Property Owner/Developer: Contact, Mr. Paul Negley Paul Kegley CPP CORRUGATED POLYETHYLENE PIP CMPA CORRUGATED METAL PIPE ARCH E 1 127 Mercedes Court Winchester, VA 22603 Telephone: 540-665-2792 ® ® CO CLEAN OUT�6 DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR 4. Engineer/Landscape Architect Contact: Mr. John Lewis FFE FINISHED FLOOR ELEVATION PAINTER-LEWIS, P.L.C. F.C. FIRE CONNECTION 302 South Braddock Street, Suite 200 FG FACE OF GUTTER Winchester, Virginia 22601 Telephone: (540) 662-5792 ® ® FH FIRE HYDRANT. Ga. GAUGE 5 Property boundary and topographic information shown on these plans was provided by Furstenau Surveying, Inc ® GM GAS METER GV GAS VALVE e Slte Oa¢u HCR HANDICAP RAMP Parcel Area: 3.5704 acres Area: HDR CURB 6" HEADER CURB PIN:eel HP HIGH POINT Zoning: B 3 Use: Office, Equipment Storage, Self Service Storage Front Yard Setback: Required - 35' Provided - 35'+ UO[PHIEK7® HTR. HEATER IIPS PF IRON PIPE FOUND Interstate 81 Setback: Required 50' Provided - 50'+ Rear Yard Setback: None 15' Provided 15'+ INV INVERT PIPE SET Side Yard Setback: Required - - Maximum Building Height: Allowed - 35' Proposed-18'+/- LP LOW POINT MPD MULTI -PRODUCT DISPENSER Q " l e. Maximum FAR: Allowed 1.0 MP METAL POST Existing Buildings = 18,089 sf = 10,237 MH MANHOLE ,�� ' : k�e • �Wj Proposed Buildings sf Proposed Total Floor Area = 28,326 sf = 0.182 FAR NDC NOSE DOWN CURB NP NO PARKING SIGN rrs 7. Parkin Lot Landscaping Requirements, 9 P 9 q NTS NOT TO SCALE -lJ Required: 1 shade tree per 40' of lot perimeter plus 1 shade tree per 10 parking spaces OHE OVERHEAD ELECTRICF t i Perimeter 76740' = 2 trees req'd Provided: 2 Red Maples OHT OVERHEAD TELEPHONE ='-~''"'' i "_ SIT PL PROPERTY LINE i) �-� a' � 8. ParkingSpace Requirements: S P q Property Line Setback: Required - 5' Provided - 5'+ PP POWER POLE l' PVMT PAVEMENT Self Service Storage - 14025 sf Required - 1 per 5000 square feet = 3 spaces RCP REINFORCED CONCRETE PIPE i'rirErtc NCE e Provided - 3 Including 1 Accessible Space per ADA Loading Space Requirements: Required none RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP P r {i a 76 U f) ® 4 p S ' r 9. Handicap Accessibility: SAN. SANITARY �� HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall have detectable warning surface per ADAAG 4 7 and 4,29. STD. STANDARD T.B.D. TO BE DEMOLISHED ,�� ; sr 3r, ' : �r• HC ramps off site shall be constructed per VDOT standards. T.B.R. TO BE REMOVED ,il -14867 `,`sub 10. Buffering Requirements: T.B.P. TO BE PRESERVED TB THRUST BLOCK jl I 1t ti ^`� :5+a IJ ' f I ®D� �., ---'_� 6a -.®� The adjacent zoning to the north is B3 which requires no buffer_ TC TOP OF CURB i e 6 gate " cer)� The adjacent zoning to the east is RA used as right-of-way for 1-81 which requires no buffer. TEL. TELEPHONE f The adjacent zoning to the south is 82 which requires a B type buffer. The owner proposes to construct a full TRB TELEPHONE RISER BOX landscape 10' landscaped in the 25' inactive buffer the buildings beyond TVRB TELEVISION RISER BOX screen within a easement and set proposed the 25' active buffer. Plants required: 3 per 10 linear feet; >50% evergreen; >33% deciduous, minimum of 3 species, height = 4' @ planting; TYP TYPICAL UGE UNDERGROUND ELECTRIC VICINITY MAP WINCHESTER, VA 7.5' QUAD 1 = 2000' 384.88100 " 3 = 116 plants - WL WATERLINE Plants provided: 59 evergreen + 57 deciduous; please refer to Plant List WM WATER METER (� WV WATER VALVE l "I 11. Environmental Features: 5'R RADIUS IN FEETO� Wetlands - No wetlands have been identified on the site. Flood plains - No flood plain area has been identified on this site. ' ��-� Sinkholes - No sinkholes have been identified on this site. Steep Slopes - No steep slopes have been identified on this site. Steep slopes are defined by the Frederick County (•.. PROVED Code as slopes exceeding 15%_ The area of steep slopes allowed by the code to be disturbed is 25%_ Woodlands -No woodlands have been identified on this site. Woodlands are generally defined by the Frederick County -O AiF o -• Code as including largely mature trees in groves greater than 1/4 acre. EROSION AND SILTATION CONTROL NARRATIVE Project Description The developer proposes to build a mini storage facility on a3.5 acres parcel. The total area of disturbance on the parcel is 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook approximately 1.5 acres. A storm water management pond was previously constructed to serve this area Site grading will 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place LANDSCAPE NOTES ` direct runoff from the proposed impervious areas to this pond. until the site is fully stabilized. 1. Frederick County Landscaping Tabulation: t° Existing Site Conditions The a 4,064 sf building. The construction area is vacant. Slopes range from 1.0 % to approximately 8.0%. 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site Zoning: B-3, Industrial Transition District site contains Adiacent Areas land This land is by hotel The 4, grading and construction is to be done with the property owner's consent. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans. P 9 P P Landscape Area Required: 25% x 3.5704 acres = 0.89 acres Landscape Area Provided: 74,726 sf or 1.715 acres = 48% ` The site is bordered on the east by 1-81. To the south is zoned B2. owned adjacent groups. north 5. The limits of clearing and grading are restricted to the limits of the parcel. Z $ and west adjacent areas contain developed land zoned B3. Parking Lot Landscaping f Off -site Areas No off site disturbance or construction activities are anticipated. SEQUENCE OF CONSTRUCTION 1. establish Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter ZONING ADMINISTRATOR DATE CI Areas construction entrances 2. install storm water detention facilities and establish perimeter controls as required P q parking perimeter = 76 feet shade trees provided = 76l40 = 2 The critical area~ on the site consist of perimeter steep slopes and the Buffalo Lick Run corridor Construction will be restricted P P P 3. clear and grub site FR DERm c(DMNTYmomfrom or limited in these areas. 4. strip, stockpile and stabilize top soil Interior Landscaping Required: 1 shade tree per 10 parking spaces ° 5. perform rough grading total parking spaces = 3 SITE -PLAN SHALL BE VALID FOR FIVE(5) YEARS Erosion and Sediment Control Measures 6. construct drainage controls shade trees provided = 3/10 = 1 FROM DATE OF APPROVAL. r 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of 7. begin facilities construction interior to be landscaped construction. Silt fence will be placed at the toe of slope of the detention ponds prior to fill operations. Silt fences shall 8. perform final grading and site stabilization of et interior area = 720 square feet be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made 9. remove all temporary sediment control structures required interior landscape area = 36 SF LIST OF DRAWINGS: e immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be interior landscape area provided = 400+/-- SF removed after each storm event. They must be removed when deposits reach approximately one-half the height of the CONSTRUCTION NOTES barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 1 culvert inlet protection at the upstream ends of culverts. Silt fences shall be inspected 3.08 Silt fence will be installed as cul p Presponsible 1. The existingutilities shown on these plans are based on available information. The CONTRACTOR shall be P 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape SHT. 1 /2 COVERSHEET after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. SHT. 2 2 SITE PLAN / Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed those shown on these plans, the CONTRACTOR shall immediately 'noti the engineer and take the necessary n P Y fY 9 c ry and 3, indicated the Ian Contact h L Architect in the Verify the quantities shown on :the plant list with totals ind cafed on ire pthe Landscape e h storm event. The must be removed when deposits reach approximately one-half the height of the barrier. after each s y P PP Y g proper Steps to protect the facility and assure the continuance of service. event that discrepancies exist. Supply unit prices to the Owner at time of bidding, Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existinggrade and stabilized. 9 2. The CONTRACTOR shall have approved Construction drawings prior th pP t g p o to a start of construction. At least one copy of 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each in in accordance with the E & S Std & Spec 3,31 will be applied to the topsoil stock pile and all areas 3.31 Temporary seeding c P PP P P • approved plans and revisions shall be kept on -site at all times. plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of which meet the normal requirements for the variety according to the American Association of Nurserymen. greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, 3. Cut and fill slopes shall not exceed 2=horizontal to 1-vertical unless otherwise called for on the plans. the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in 5. Plants shall be sound, healthy, vigorous, well branched, Free of disease; insect eggs and larvae, and shall have accordance with the schedule included herein. 4. Controlled Fills: adequate root systems. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as anticipated time for construction completion is November 1996. designated on the plans. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum 3.35 All seeded areas will be mulched in accordance with the schedule included herein. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698. size on any plant will result in rejection of that plant. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the 7. Groups of shrubs shall be placed in a continuous mulched bed, with smooth, continuous edges as shown on the plan. r Temporary Seeding existing ground surface, unless otherwise approved in writing by a qualified soils engineer. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%,) D. The surfaces directly beneath areas to receive controlled fill are to be cleared',. grubbed, and stripped of topsoil. mulch uniformlyover 'beds. Trees located within four feet of any shrub bed'shall share the same bed. Grade finished Set 1- Feb 15: P P Y controlled fill too ematenaltshalltbe ifrom aapproved planting lantin beds so as not to impede surface drainage. P Annual Ryegrass 50 lb/ac 98 85 F. Fill taken • borrow areas. It shall be clean soil, free ofroots,woody o y vegetation, Winter Rye 50 Ib/ac 98 85 Y , oversized stones, rocks, sandy soil, or other objectionable material. S. Locate trees a minimum of 3'feet from wails or walks, if possible. May 1 - Aug 31: German Millet 50 lblac 98 85 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all or deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes Feb 16 - Apr 30: 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 7. BENCHMARK: finished floor elevation of the existing building on the site - elevation = 718.50. 10. Use shredded hardwood bark mulch in all planting beds.`'`+ , ®'�• 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable 11. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. ��,j,"j Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. 12. Plant substitutions are permitted with consent from the Landscape Architect. 0�� . applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be p' J �N Ire J % stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and intentionally from The 10. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site 13 Prepare he 1 i II bedding areas b mixing into the to. six inches of soil one cubic and of manure eat and 10-6-4 pact sot in d ga y g p cy ,p 0 permanent stabilization of all soil stockpiles on site as well as soil transported the project site. contractor, construction activities, granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to Seedbed Preparation: 11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as installation. � d No. 021621 4j a. Scarify top 1" to 2" of soil after final grades have been achieved. necessary. 14_ Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for b. Add 3 tons per acre pulverized agricultural limestone(140tb/1000sf). a period of one year from time of installation. 91ONAL SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) 12, All site and building lighting shall be installed to avoid spill -over onto adjoining properties. Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: PAJffENt?EDW8g ALCo Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 302 South Braddock Street, Suite 200 May 1 - Aug 31 German Millet 12 Iblac 98 85 Winchester, Virginia 22601 or Telephone (540)662-5792 Feb 16- Apr 30: Annual ryegrass 12 ib/ac 98 85 Facsimile (540)662-5793 Mulch: 1 5 ton/ac small grain straw Fertilizer 1000 Ib/ac 10-10-10 JOB NO.: 9610016 SHEET: DATE: 250CT96 1 / ON SITE PAVEMENT SECTION NOT TO SCALE 2" S-5 BITUMINOUS CONCRETE SURFACE TREATMENT �� EX. 6' EARTH BERM 6" 21—A loe STONE BASE COMPACTED SUBGRADE =III=III - �\ INN 0 40 R.O.W. PAVEMENT SECTION NOT TO SCALE - / 43 A-50A \ \ \ \ 7 PENBERN WINCHESTER, LTD. 2" SM-2A BITUMINOUS CONCRETE ZONED: B-2 3" BM-2A BITUMINOUS CONCRETE — I i' / \ \ \ \\ \0 \ USE: MOTEL/RESTAURANT 7\ \ \ -714 STONE BASE // \ /' x \ ` \ �\ Z Z 0L N U U W Z Z Q Q CO r__ z U 0 Q 0 N O W N ceZ W O = N W EMMA S. DUNCAN , ' /' \ �' / �� d i' / / I 1 Ln o ZONED: RA/� I O w USE: HIGHWAY ROW , / i / ( / i �/ I y ` INSTAL 2 PARKING SPACES WITH 6" HDR. CURB /' 1 GRADE TO DRAIN 5'R , J�,o `'ram L / \ I -� Z lb / / �y�, ,� 1 \ I _ EX. SAN. MH 3 EX. GRAVEL X'/ 1 I \ / �2.5'R 2 RED MAPL / c / EX. TRASH PAD ENCL. _ 6� /� \\ 2.5' R \ > ( I �'Z'' I i LC) C�� CL PAVE FROM BU TO �� . `LSD 1 ' / �- yo EX. ROAD F "R� FF / r ` f;; _ T� \ \ \ � Vi PROP. 1" WATER L1N STORAGE, MATCH ELEV TIONS / / EXISTING BUILDING / TO BE RELOCATED \ /' �`,' i \ 43-A_ V- /' \\ OWNER 0 ARRANGE U-HA UNITS NOT /' p" I II 2.5 ACRES FF = 718.50 \ AS REQUIRED \ J/� ( J IMPE ACCESS THROUGH T AVEL E. �� ,NINCHESTER NORTH, INC. Z Q / / / / i / 1 / i , U �� ' I '' ' /z Toe I 1 '� ' m F 5'X6'X12'H SIGN 1 ZONED: AN \ EX. EOP USE: VACANT W ' R=55.00' II 1 U Z t~!_ / > > — 2 O L201.07ft \ / CDN 1 1'43'44" E O LI 1 TRIP GENERATION DATA N I EXPAND ASPHALT SOURCE: ITE TRIP GENERATION MANUAL FIFTH EDITION N -71B _ - - 15.70 �, ENTRANCE TO 3Q' WIDTH CATEGORY: I Z Y oe / / o INSTALL RADIUS TO MATCH ATEGO : O V J 5.70 / �O. .o EX. PVMT. WEEKDAY: 2.61 TRIPS PER 1000 SF = 24,262/1000*2.61 = 63 TRIPS ( - / \ �/ EX 6" WATER j I CATEGORY: GENERAL OFFICE BUILDING WITH 4 EMPLOYEES 43-A-528 ss \\ 1� �pQ �'i ,' EX. 32'-15" RCP WEEKDAY: 6 TRIPS PER EMPLOYEE = 4*6 = 24 TRIPS G\� W Q 2.3986 ACRES c� 1 h �� I TOTAL WEEKDAY TRIP ESTIMATE = 87 TRIPS �P/ M 3 � /�l/ / �� W �� VIRGINIA GIANT, INC. \�� cFO I O Cj � � Z ZONED: B-3 S� �� 0 6�� / >�O 4 �� - - _ _ I � ZU SE: PRIVATE VEHICLE STORA„ E & REPAIR �9 i �(� � \ vo '2 N' W ~ �9. o / c �» <iy / c J I L 15.7CIO V) L.I ~ 1 o �� do , o. ti \ (O EX. BUILDING �. _ `� \ , Cl PROPOSED 9 / CI \ \ �L - \ Quo?/ y\ > ( �A 1• ASPHALT �/ \ ��J, /' ` -- 20' DRAIN ESMT PAVEMENT O� ` ; / -15" RCP �\\ �_ - - \ [U) 00 \ j / \ / (V 3 MATCH EX. +1�' G - - / / n I � 1 %, }q -� Sp,N• SSW `t?s O o. D� (6 � ii' >� ay �� \ ��\ � \ �' �� ' � �-� U) O N r� s \\O S 60 / / \� / / a rn (6. a0o,// ///� \ \\�\\ �\\ �' /�i�� \pr1E �n N N LjLn C.O. F ' 07.76 �N GV \ EX. SA SEW. 5 �F \5 (10) jA� KITE PINES �' 'i' ` \ TO BE ABA NDO D L6.8 " i 0 O O \ ( ) BUILDING E O 5 P� ® CC AS SHOWN i / �� \\� / 193 7 SF ICI V=708.00 Mi x � EX. 32'-15" RCP \��/i / �/// �� \ O� � SF x � - X X �\ EX. SIGN \ ' / i f � CIP L E / - E +. OP 0 32.05ft — \ '< P\ °' " CD 0 /-20' WATERLINE ESMT Z_ _ .01 -----------�________,' 864.05 - -- __ �--�------ - - - - -- - - ---- -- ____ �— _ �-- - -�' �'�`._.�\�, _____./ ��i,-' ,,' �� 43-1-51 __ \ __ - -- ---�� / PAUL D. MULDOWNEY - - - - ------ - - - - ------------------------------ - - - - -- _---_- -- ------ --- __ _ \ i� / ZONED: M-1 __ *- - . -- -- �------------------------------------- ,--------------------� k ---- ---� __-_ N 42 16' 10' E w+�•� �� USE: COMMERCIAL fH _ _ _ 4!ti ---- ---- -- -------- - - - - --------------- _ _-� _ —-------------- j- - Virginia Department of Transportation Staunton District Rev ",195 page 1 of 1 GENERAL NOTES FOR ENTRANCE PLANS Ym 92ANX&I Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & He lth Administration and VOSH Rules & Regulations. V3. when working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety'of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. V6. If required by the local VDOT Residency Office, a n preconstruction conference must be arranged and held Oo by the engineer and/or developer with the attendance \ \ \ \ 1 of the contractor, various County agencies, utility COMPACTED SUBGRADE =III=III- / // O /' \�\ \\ \ \\� EX. 6' BOARD FENCE I companies and VDOT prior to initiation of work. 1 V7 . Contractor shall notify the local VDOT Residency / / �/ BOLLARD \ \ \ \> �Ak ` / i office when work is to begin or cease for any 4JND`) \ I`` undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the `F*R ACk� Virginia Erosion & Sediment Control Handbook, Sec 3 . 02 . Furthermore, access to other properties affected by G /i F.f �� tFER {' Q S6 � this project shall be maintained through construction. 0 x� G�' Q EX. TYPICAL WALL MOUNT 0 O \1" / AC r� TIV �- 43-A-99 /,' ,' /� \ \ FLOOD LT. 11 <-+• �°`�1 /i ��'� f BUFFER �I I � EX. SAN. MH 315.40. ------------- INCH S I E & ES RN AIL OAD , U JOHNC. �\ --- —-------------------lE ---- ---- / / /' QC % No. 21621 \---------------------- ---- ---- ---- __ _ _ � G /f/ Ago {ww 714 43-A-56 ----- ---- '��, G\ K&J INVESTMENTS - _ _ _ _ s`SIONAL ZONED: M-1 \ USE: COMMERCIAL EROSION & SEDIMENT CONTROL KEY 7>\ PLANT LIST SYMBOL QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS 2 Acer rubrum Red Maple 1 1/2"-2 1 /2" cal. 10 Pinus strobus Eastern White Pine 6'-8' min. 3.05 SILT FENCE $F x X x 3.08 CULVERT CIP INLET PROTECTION 3.32 PERMANENT SEEDING 3.35 MULCHING U 30 0 30 Scale 1" = 30 ft 4E_P1 DATE: SURVEY: 20OCT97 FS 9C SCALE: DRAWN: 1 " = 30' JCL C.I.: 2' JOB NO.: SHEET: 9610016 2/2 FREDERICK COUNTY, VIRGINIA ABBREVIATIONS s '69 0117 ASSY. ASSEMBLY GENERAL NOTES 1. The delineated on this is located between Interstate 81 and Route 661, Welltown Pike, in the Stonewall BF BASEMENT FLOOR BLK. BLOCK ® �� 10e �y property plan Magisterial District in the County of Frederick, Virginia The developer of the property proposes to construct a BC BOTTOM OF CURB mini -storage buildings on a 3.57 acre tract. The tract contains one building which is used for office, maintenance and BSBD. BASEBOARD n storage. C&G CURB & GUTTER CMF CONCRETE MONUMENT FOUND 2. Property Owner/Developer: Contact: Mr. Paul Negley CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C_ �+ °P� � Paul Negley 127 Mercedes Court CO CLEAN OUT ,l'Pn �Z22 Winchester, VA 22603 Telephone: 540-665 2792 ® DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR 4 Engineer/Landscape Architect" Contact: Mr. John Lewis FFE FINISHED FLOOR ELEVATION PAINTER-LEWIS, P.L.C. F.C. FIRE CONNECTION 302 South Braddock Street, Suite 200 FG FACE OF GUTTER FIRE HYDRANT Winchester, Virginia 22601 Telephone: (540) 662-5792 ®H7V Go. GAUGE 5. Property boundary and topographic information shown on these plans was provided by Furstenau Surveying, Inc. (0 UFH GM GAS METER 22, GV GAS VALVE • C)to;r= 9 HCR HANDICAP RAMP Parcel Area: 3.5704 acres HDR CURB 6" HEADER CURB PIN: 43((A))52 HP HIGH POINT Zoning: B-3 Use: Office, Equipment Storage, Self Service Storage Front Yard Setback: Required - 35' Provided - 35'+ ® ® IPF HEATER IPF IRON PIPE FOUND HS Interstate 81 Setback: Required - 50' Provided - 50'+ IPS IRON PIPE SET INV INVERT , t` 9 r, Rear Yard Setback: None 70 Side Yard Setback: Required - 15' Provided - 15'+ LP LOW POINT � ° • Maximum Building Height: Allowed - 35' Proposed -18'+A MPD MULTI -PRODUCT DISPENSER /� -�� 1, Maximum FAR:� Allowed - 1.0 MP METAL POST +. 6}} �$ � ti 51 ,r Existing Buildings = 18,089 sf MH MANHOLE Proposed Buildings = 10,237 sf Proposed Total Floor Area = 28,326 sf = 0.182 FAR NDC NOSE DOWN CURB NP NO PARKING SIGN (� 9j l • ° �J I 7. Parkin Lot Landscaping Requirements: 9 P 9 q NHS NOT SCALE Required: 1 shade tree per 40' of lot perimeter plus 1 shade tree per 10 parking spaces OHE OVERHEAD ELECTRIC f Perimeter : 76'/40' = 2 trees req'd Provided: 2 Red Maples OHT OVERHEAD TELEPHONE �� Aso ) ' SIT PL PROPERTY LINE 8. Parking Space Requirements: Required 5' Provided 5'+ PP POWER POLE `r�� ,'+ oM Property Line Setback: - - PVMT PAVEMENT ° • Self Service Storage - 14025 sf Required - 1 per 5000 square feet = 3 spaces Provided - 3 Including 1 Accessible Space per ADA Loading Space Requirements: Required - none RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER rNTeRci NGE 8�,.�. " .r" ' I'! U '� ' lie , R.O. ROCK OUTCROP • 9 Handicap Accessibility SAN. SANITARY ° HC parking spaces shall have a maximum slope of 1:50. STD. STANDARD 1 -. 66'7 : HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. T.B.D. TO BE DEMOLISHED �.. HC ramps off site shall be constructed per VDOT standards. T.B.R. TO BE REMOVED T.B.P. t0 BE PRESERVED ji �," li a '�, ti sib., `"" 10. Buffering Requirements: TB THRUST BLOCK TC ' s s The adjacent zoning to the north is B3 which requires no buffer. TOP OF CURB :' e3 B The adjacent zoning to the east is RA used as right-of-way for 1-81 which requires no buffer. The adjacent zoning to the south is B2 which requires a B type buffer The owner proposes to construct a full TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX 4 1l �..• '�'i_ landscape screen within a 10' landscaped easement in the 25' inactive buffer and set the proposed buildings beyond a _ i' the 25' active buffer. Plants required: 3 per 10 linear feet; >50%° evergreen; >33% deciduous, minimum of 3 species; height = 4' @ planting, TYP TYPICAL UGE UNDERGROUND ELECTRIC VICINITY MAP WINCHESTER, VA 7.5' QUAD 1" = 2000' 384.881f/10 ° 3 = 116 plants Plants provided: 59 evergreen + 57 deciduous; please refer to Plant List - WL WATERLINE WM WATER METER WV WATER VALVE 11. Environmental Features: 5 R RADIUS IN FEET T � Wetlands - No wetlands have been identified on the site. Flood plains - No flood plain area has been identified on this site. D f �1771 Sinkholes - No sinkholes have been identified on this site. �C Steep Slopes - No steep slopes have been identified on this site. Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. The area of steep slopes allowed by the code to be disturbed is 25%. Woodlands -No woodlands have been identified on this site. Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1/4 acre. EROSION AND SILTATION CONTROL. NARRATIVE Project Description The developer proposes to build a mini storage facility on a3.5 acres parcel. The total area of disturbance on the parcel is 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. approximately 1.5 acres. A storm water management pond was previously constructed to serve this area. Site grading will 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place LANDSCAPE NOTES direct runoff from the proposed impervious areas to this pond. Existing Site Conditions 3. until the site is full stabilized. y 1. The to drainage Frederick County Landscaping Tabulation: t The site contains a 4,064 sf building. The construction area is vacant. Slopes range from 1.0 % to approximately 8.0% Adjacent Areas 4. contractor shall perform overlot grading provide positive and preclude ponding of water. All off site grading and construction is to be done with the property owners consent. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans. Zoning: B-3, Industrial Transition District Landscape Area Required: 25% x 3,5704 acres. = 0.89 acres Landscape Area Provided: 74,726 sf or 1.71-5 acres = 48% The site is bordered on the east by I-81. To the south is land zoned 82. This land is owned by adjacent hotel groups. The north 5. The limits of clearing and grading. are restricted to the limits of the parcel. f and west adjacent areas contain developed land zoned 133. Parking Lot Landscaping 'Off -site a Areas SEQUENCE OF CONSTRUCTION Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter ZONING ADMINISTRATOR DATE No off site disturbance or construction activities are anticipated. 1. establish construction entrances parking perimeter = 76 feet o AP MOVED Critical Areas 2. install storm water detention facilities and establish perimeter controls as required P q shade trees provided = 76/40 = 2 The critical areas on the site consist of perimeter steep slopes and the Buffalo Lick Run corridor Construction will be restricted T P P P 3. clear and grub site FRIsDEmm MU��D vmmm from or, limited in these areas 4, strip, stockpile and stabilize top soil Interior Landscaping Required: 1 shade tree per 10 parking spaces 5. perform rough grading total parking spaces = 3 SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS Erosion and. Sediment Control Measures 6. construct drainage controls shade trees provided T 3/% = 1 FROM DATE OF APPROVAL. 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of 7. begin facilities construction 5% of interior to be landscaped construction. Silt fence will be placed at the toe of slope of the detention ponds prior to fill operations Silt fences shall Any be made 8. perform final grading and site stabilization area = 720square feet LIST OF DRAWINGS: be inspected after each rainfall and at least daily during prolonged rainfall. required repairs shall 9. remove all temporary sediment control structuresinterior = required interior landscape area 36 SF immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be interior landscape area provided 400+/-- SF = removed after each storm event. They must be removed when deposits reach approximately one-half the height of the CONSTRUCTION NOTES barrier Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform SHT. 1 �2 COVERSHEET with the existing grade and stabilized. 1. The existingutilities shown on these plans are based on available information. The CONTRACTOR shall be 2. Confirm the locations of an utilities above or below round. prior to commencing work. Contact the Landscape y g P g P 3,08 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts. Silt fences shall be inspected responsible For determining the exact location of all utilities before commencing workand for any damages which Architect In the event that utilities or any other structure conflicts with the layout shown on the plan.. SHT. 2/2 SITE PLAN after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately, occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and 3. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. proper steps to protect the facility and assure the continuance of service, event that discrepancies exist. Supply unit prices to the Owner at time of bidding. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil .stock pile and all areas approved plans and revisions shall be kept on -site at all times. plant species and a list. of the plant suppliers. Where any requirements are omitted from the Plant list, use plants which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of which meet the normal requirements for the variety according to the American Association of Nurserymen. greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in 5. Plants shall be sound., healthy, vigorous, well branched., free of disease, insect eggs and larvae, and shall have accordance with the schedule included herein. 4. Controlled Fills: adequate root systems. 3,32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein The A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as anticipated time for construction completion is November 1996. designated on the plans. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum 3 35 All seeded areas will be mulched in accordance with the schedule included herein. B o Controlled fills shall be compacted to 95 /o density as determined by methods per standard proctor ASTM D 698. size on any plant will result in rejection of that plant. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the 7 Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. Temporary Seeding existing ground surface, unless otherwise approved in writing by a qualified soils engineer. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil, mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished Sept 1 - Feb 15. The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to planting beds so as not to impede surface drainage. Annual Ryegrass 50 ib/ac 98 85 E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, Winter Rye 50 Ib/ac 98 85 oversized stones, rocks, sandy soil, or other objectionable material. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. May 1 -Aug 31: German Millet 50 Ib/ac 98 85 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 9 Stake and guy all trees according with standard practice and/or the suppliers recommendations At a minimum, all or deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes Feb 16 - Apr 30_ 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". Annual ryegrass 75 Ib/ac 98 85 Mulch: 1 5 ton/ac small grain straw 7. BENCHMARK: finished floor elevation of the existing building on the site - elevation = 718,50. 10. Use shredded hardwood bark mulch in all planting beds. 1000 Ib/ac 10-10-10 �EAL1` 0Fertilizer '411,r Permanent Stabilization 8 All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 11 Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants, p� The contractor shall stabilize all denuded land within 7 days after the end of construction Permanent stabilization shall be 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. 12. Plant substitutions are permitted with consent from the Landscape Architect. ® JOHN I E f$ " applied to areas that are to be left dormant for more than one year During construction of the project, soil stockpiles shall be trapping The is for the temporary U • stabilized or protected with sediment measures contractor responsible protection and 10. The CONTRACTOR 13 AC OR shall obtain permission from adjoining property owners prior to conducting any off site Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 permanent stabilization of all soil stockpiles on site as well as soil intentional) transported from the project site The contractor P P y P P I construction activities. granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to �`� Seedbed Preparation: installation. p� 0.021621 aScarify top 1" to 2" of soil after final grades have been achieved 11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary.14. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for ��' w ssIONAL . b. Add 3 tons per acre pulverized agricultural limestone(1401bl1000sf) a period of one year from time of installation. SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) 12 All site and building lighting shall be installed to avoid spill -over onto adjoining properties. Tall fescue 60 lb ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: PA 1hffERA &IE A CO LJ (JSp o Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 302 South Braddock Street, Suite 00 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 Winchester, Virginia 22601 or Telephone (540)662-5792 Feb 16 - Apr 30 Annual ryegrass 12lb/ac 98 85 Facsimile (540)662-5793 Mulch 1 5 tonlac small grain straw Fertilizer 1000 Ib/ac 10-10-10 JOB NO.: 9610016 SHEET: DATE: 250CT96 1/2 ON SITE PAVEMENT SECTION NOT TO SCALE 2" S-5 BITUMINOUS CONCRETE SURFACE TREATMENT EX. 6' EARTH BERM 6" 21—A STONE BASE COMPACTED SUBGRADE — =III —III- 100, R.O.W. PAVEMENT SECTION NOT TO SCALE ,' ,' \ \ �� `� `\' ,' \ / j 43-A-50A PENBERN WINCHESTER, LTD. ZONED: B-2 2" SM-2A BITUMINOUS CONCRETE USE: MOTEL/RESTAURANT 3" BM-2A BITUMINOUS CONCRETE 17 1/ x / i \r cn cn o F- I-- P- Z Z w w CL, O O W U U Q) U U Z Z CW� Cw.� Q Q 00 I- CY) rn Z U IL- � Q 00 r1_ O N � LI N Z W OCL = N W H CL Z N EMMA S. DUNCAN / ' ,' -}- // \ i FF �d '' ' I 1 �� o to ZONED: RA 0 / J USE: HIGHWAY ROW , / / i �` � / / I I- / INSTAL 2 PARKING SPACES WITH 6" HDR. CURB / GRADE TO DRAIN 5'R '' / �� \ `\ I I _ EX. SAN. MH 3 EX. GRAVEL / , �2.5'R 2 RED MAPL +/ /Z i c EX. TRASH PAD ENCL. 2.5'R \ %/ ' / I 1 I� N ` - I/ '� I�In z / C� 100, PAVE FROM BU TO EX. ROAD FOR U- AUL / PROP. 1" WATER LIN STORAGE, MATCH ELEVATIONS / / , , i /7 I 1I U EXISTING BUILDING TO BE RELOCATED \ / FF = 718.50 ` AS REQUIRED I OWNER 0 ARRANGE U-HA UNITS NO ' 43-A-52A \ / / I 2.5 ACRES IMPE ACCESS THROUGH T VEL E. ' i' " ` �i U �I / I WINCHESTER NORTH, INC. 1 Z I ZONED: B-2 \ EX. 5'X6'X12'H SIGN I USE: VACANT Lai EOP R=55.00' I L201.07ft I N 2 ' CDN 1 1`43'44" E ---------- ' ///� WA. TER LI i - ' - i I TRIP GENERATION DATA N _ _ EXPAND ASPHALT SOURCE: ITE TRIP GENERATION MANUAL FIFTH EDITION I N 15:70 I r --.� - --- ----- -.- -Q- --- -- o------ u' �o ENTRANCE TO 30' WIDTH CATEGORYMINI-WAREHOUSEINSTALL RADIUS TO MATCH Z Y Q U J 15.70 •Op EX. PVMT. I WEEKDAY: 2.61 TRIPS PER 1000 SF = 24,262/1000*2.61 = 63 TRIPS f U .�. J 6" WATER / / I CATEGORY: GENERAL OFFICE BUILDING WITH 4 EMPLOYEES f Q `. Q WEEKDAY: 6 TRIPS PER EMPLOYEE = 4*6 = 24 TRIPS LLJ 43-A-528 pQ / ' EX. 32'-15" RCP I G 2.3986 ACRES `r(r` \ I �' / 40 I �F� I 2j: TOTAL WEEKDAY TRIP ESTIMATE = 87 TRIPS co i ilooVIRGINIA GIANT, INC. �� 2Cy > LIN \``, hQ C I � UJ ZONED: B-3 S � _ _��` I GJ� / Q LA - USE: O / PRIVATE VEHICLE STORAGE & REPAIR ��e Sl I O� �G, �� o0.1,c \� �FLai `90 �6 s'T C � '40 / ' � � .i-' _ \ CO / �/ Z v) \ EX. BUILDING �. O. B _ / O PROPOSED \ �� / CI ` ry \ �, �OQ�y�• 16 ASPHALT � / `J,--- 20' DRAIN ESMT �$ PAVEMENT O� , \ �' -15" RCP / mac\, , \ \ �' O "\ ' O \ \ &I Off' MATCH X. - VMT.(TYP) ' - - - / \ \a , i \ /p ` 1p/ i CJ N P � -►'' �� 'ti � . �� j. - � o n �. 1 ' `� �, o�h \\ \\ � � EX. 60'-24', � � ��/ p 10 0 � III VV I C:0. G� sO / , �, ♦ \\ - v=7o�.7s ' / w� j Cl)41 N -�'� 0_ cD ID EX. SA SEW. 5 r\ 15 - (10)� �TE PINES i" '�' \ - - - - - - --- (TO U .� BE AB )0 D) ' _ _ T6.8i o S P� / -_tAYO' CC AS SHOWN i � X,� \ � � � - \ BUILDING E o i , 1 (, O \ \ 937 SF N 4/ , �� / ,i/ / i'� \ \ CJ (j -0 % FF = 714.43 0 �1 / - �o ,�' ,'i' v=7o8.00 \ CJ O > \ \ x x X X \ 1 EX. 32'-15" RCP ��aJ�,�� ,'� \ EX. SIGN \ \� / \ O L 0 P \ < P 0 1 N U _T32.05ft-- -, / \ - �y LL ----------- --1 f / 20' WATERLINE ESMT. -----�� __--- - - - - -- -- - - - - -- - - -- ---- -- — �i _ f -� �� / / 43 1 51 0 ---------- _----,' 864.05 �- -►— \ --- -- ------------------- Y; �'i / PAUL _ _ _ D. MULDOWNEY ------------------------------------ ---- - ---- +- - \_� ------ i� / ZONED: M-1 ---------- --- - - ---- --- --- -------------------------------------- -------------- - --- ----- -� - ---- _ N 42 16' 10' E ._ - - _�__-- _ -- �/ / �� USE: COMMERCIAL T - - -r -----.---- - --- - - - - - P . _ - - -- ---- ---- ----------------------------- � � / BOG / ' ;:/ ,�,� '' -------- INCH STE & ES RN AIL 0 JOHNC. S� \ ----- ------------------ --- AD - ----- ---- / / /� / No. 21621 43-A-56 ---- ---- ---- ---- ----- --- - �/ 041 G\� 714 K&J INVESTMENTS _ - - _ _ _ _ _ SSIONAL ZONED: M-1 USE: COMMERCIAL EROSION & SEDIMENT CKEY Virginia Department of Transportation Staunton District Rey '7 '05 page 1 of 1 GENERAL NOTES FOR. ENTRANCE PLANS VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & lie+lth Administration and VOSH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject, to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. STONE BASE , , \ \ \ \ 1 \ N V6. If required by the local VDOT Residency Office, a \\ \ \ \ preconstruction conference must be arranged and held FO `\ by the engineer and/or developer with the attendance of the contractor, various County agencies, utility COMPACTED SUBGRADE—III—III- / / �' O / �\ \ \ \ EX. 6' BOARD FENCE companies and VDOT prior to initiation of work. BOLLARD `\ \\ �/ V7. Contractor shall notify the local VDOT Residency \ \ \ \ \� Q1 Office when work is to begin or cease for any �( P) \ I !Tl undetermined length of time. VDOT will also require \ , 48 hours notice for any inspection. + V8. The Contractor will be responsible for maintaining 1tik / i/ I � �\ adequate access to the project from the ad)acent public roadway through construction and maintenance of 3T a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3 . 02 . N 1 I ,� /'J ��CV(y �. �► l ..` Furthermore, access to other properties affected by S nrro / / O� iJ�\ PGA I �� G F� ��vFFfR 56 this project shall be maintained through construction. / /' S� / `\ ' / \\O\ `'� �o i' �' 25, ' / EX. TYPICAL WALL MOUNT 0J O �'\ / , gCTI 4- / FLOOD J b�j 1 / / / Vf g \ r ' 3 43-A-99 / i' /' �' / ��\ I'' / "1+ y ' llFFER z 1 �t EX. SAN. MH 15.40. PLANT LIST SYMBOL QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS 2 Acer rubrum Red Maple 1 1/2"-2 1 /2" cal. 10 Pinus strobus Eastern White Pine 6'-8' min. 3.05 SILT FENCE x x 3.0E CULVERT INLET PROTECTION CIP 3.32 PERMANENT SEEDING �J 3.35 MULCHING MU 30 0 30 Scale 1" = 30 ft DATE: SURVEY: 20OCT97 FS 90 SCALE: DRAWN: 1 " = 30' JCL C.I.. 2' JOB NO.: SHEET: 9610016 2�2