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Home My WebLink About006-97 Rite-Aid - Warehouse-Distribution-Manufacturing - BackfileFREDERICK COUNTY, VIRGINIA ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION F.C. FIRE CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC WL WATERLINE WM WATER METER WV WATER VALVE 5'R RADIUS IN FEET MIRMA11 CORPORATION MNUFACTURINGiWAREHOO USING/DISTRIBUTION FACILITY IF;R!anEDERICK COUNTY, VIRGINIA SITE DEVELOPMENT PLANS i \ / / 43_A-60A / ' P SUSSq O TyER & pV3-A _ 608 17, A�SNED: �, ORO 7H), A - SQ` / USE;. RES/D / E. i 43- / EN, � / CONRAD /MAR)" D. 60C 4 ZONE, �� 0 // /' - — s �.,,L�,. ,. s °''sr f y�E RES/DEN A SE ZONED- RA/NES/ L 1A 059 L _ � d R S/DEjVRAARALL ZO '5 p G / - _ / US LIED: RA �` C,p ��, JP E• RES/DEIVR L NO 000,--__ —__7T / / �. / f RRE AID CORPORATION ! f , I PROPOSED DWIRIBLMON FACIL..7Y f 151,613 SQUARE FEET V1RG/N I .p \ ZONED• /A. /NC. �o' FO^IS, � '9� �i� �+ `t��aJ. \ \ DOCK i•S12 S.F. n - I I sF . 1y�c o/y / � lop/ / ueCPERMANENT DRAINAGE AND PONDING EASEMENT I f I e \ / IFS v9'l1 9\ \ \\4t, ,J ` ---=` ° � / 1 43--A - 58 CHARLES L. MERRINER ZONED: RA I SE RESIDENTIAL 43-A-57 F-- — LAUREL WOOD HERB FLETCHER ZONED: RA USE: RESIDENTIAL 43-A-56A F.C.SA. ZONED: M-1 USE.- LIFT STA PON 43-A-56 K & J IN VESTMEN IS ZONED; M-1 USE: COMMERCIAL o .s J W I 43-A-53 S �R � —--.._--- _ STEPHENSON' INC. � f. _ ""-- �•�r- — NORTH ZONED: B 3 Ci O • \\ . / r« ceei i_-- F` USE: COMMERCIAL I LENO/ 43-1g_ 1 \ R C ZONED. M OMPAN), Uti 19 \ SE VA CA/V T I 1416 FT co 416 -J�- — — VIJ 719 !ry0 p \ `sLFNO/�, 4J -19,1 43-A-54 NORTH P E ON, INC. US pNE� �MCp N y �I i ZONEDl / f. 1 200 0 200 600 \\ ' _- VACANT I USE. INDUSTRIAL Scale 1" = 200 ft o I / Gs -oti S•/�'c,� \ I s'o� III I II I II irlfERcl IIGE18: i14 VICINITY MAP WINCHESTER, VA 7.5' QUAD 1" = 2000' t00(,-0� - -- LA ZONI G ADMINISTRATOR DATE FREDERICK COUNTY, VIRGINIA SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS FROM DATE OF APPROVAL. LIST OF DRAWINGS: SHT. 1 /10 COVERSHEET SHT. 2/10 NOTES & SPECIFICATIONS SHT. 3/10 SITE PLAN SHT. 4/10 SITE PLAN SHT. 5/10 STORM WATER MANAGEMENT DETAILS SHT. 6/10 FIRE SERVICE & WATER LINE PROFILE SHT. 7/10 SANITARY SEWER PROFILES & STORM SEWER PROFILES SHT. 8/10 CONSTRUCTION DETAILS SHT. 9/10 SITE PAVEMENT DETAILS AND RTE, 661 IMPROVEMENTS SHT. 10/10 LANDSCAP PI -A 4� CIS O / /JOH�"FYI No.021621 �4 IONElL �„Cs L�IrtiJU lldlaLSL�� L7L�UNJ9 �oLSo�o 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540)662-5792 Facsimile: (540)662-5793 JOB NO.: 9609001 DATE: 20DEC96 SHEET: 1 /10 GENERAL NOTES 1. The property delineated on this plan is located on Route 661, Welltown Pike in the Stonewall Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct a 161,425 square foot warehouse, assembly and distribution facility on 30 acres The building will contain 151,613 square feet of warehouse/assembly area and 9,812 square feet of office area Site development will allow the construction of an additional 67,896 square feet of warehouse area 2 Property Owner/Developer Rite Aid Corporation Contact Mr Michael Morns 30 Hunter Lane Camp Hill, PA '17011 Telephone 717-761-2633 3 Architect Crabtree, Rohrbaugh & Associates Contact Mr Harold Bedford Suite 800 20 North Market Square Harrisburg, PA 17101 Telephone (717) 233-0127 4 Engineer/Landscape Architect PAINTER-LEWIS P L C Contact Mr John Lewis 302 South Braddock Street - Suite 200 Winchester, Virginia 22601 Telephone (540) 662-5792 5 Property boundary information shown on these plans was provided by Ritchie Surveys, Inc The job benchmark is a nail set in Power Pole #16 along Welltown Pike elevation = 698.85 6 Site Data Parcel Area 30-00 acres (1,306,800 SF) Zoning M-1 Light Industrial District Use Man ufacturingftNarehouse/pistribut.ion with Accessory Office Front Yard Setback Required - 75' Provided - 75'+ Rear Yard Setback Required 25' Provided - 75'+ Side Yard Setback Required - 25' Provided - 25'+. Maximum Building Height Allowed - 60' Proposed - 32'+/- Maximum FAR Allowed - 1 0 Proposed Total Floor Area = 229,321 SF = 0.175 Minimum Landscape Area Required - 25% Provided - 66% Proposed Building/Pavement Area = 445,000 +/- SF Landscape/lawn/storm water areas = 861,800 +/- SF 7 Parking Lot Requirements Side Property Line Setback Required - 5' Provided - 5'+- ROW Line Setback Required - 25' Provided - 25'+- 8 Parking Space Requirements Proposed Warehouse Required - 1 per employee on maximum shift Maximum employee shift = 60 = 60 spaces Total Required - 60 spaces Provided - 73 regular spaces including 5 Accessible Spaces per ADA Loading Space Requirements Proposed Warehouse - 219,509 SF Required - 1 per 40,000 square feet = 6 spaces Provided - 24 @ 12' x 45' along perimeter of loading area Please mote that no striping is proposed for the loading areas The area is dedicated to loading only 9 Handicap Accessibility 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 HC ramps off site shall be constructed per VDOT standards 10- Buffering Requirements The adjacent zoning to the south and west is M1 which requires no buffer The adjacent zoning to the east is Route 661 right-of-way which requires no buffer The adjacent zoning to the north is RA used for residential purposes and requires a category C buffer. The owner proposes to construct a full landscape screen within a 25' landscape easement and a 6' earth berm in the inactive buffer and set the proposed buildings beyond the 25' active buffer Plants required 3 per 10 linear feet; >50% evergreen, >33% deciduous, minimum of 3 species, height = 4' @ planting; 1328 If/10 ' 3 = 398 plants Plants provided 398 including 4 species-, please refer to the Landscape Notes 202 evergreen (173 White Pines + 29 Nordic Inkberry) 196 deciduous (44 Serviceberry + 152 Forsythia) 11, Environmental Features: Wetlands - No wetlands have been identified on the site. Flood plains - No flood plain area has been identified on the site. Sinkholes - No sinkholes have been identified within the project limits Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15% No steep slopes have been identified on the site Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1/4 acre No woodlands have been identified on the site EROSION AND SILTATION CONTROL NARRATIVE 1 Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook, 2. See plans by Painter -Lewis, P.L.0 dated 30SEP96 and titled RITE AID CORPORATION DISTRIBUTION FACILITY - EROSION AND SEDIMENT CONTROL PLANS for additional information- CONSTRUCTION NOTES 1 The existing utilities shown on these plans are based on available information The CONTRACTOR shall be responsible 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 those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. MISS UTILITY 2 The CONTRACTOR shalt have approved construction drawings prior to the start of construction At least one copy of approved plans and revisions shall be kept on -site at all times 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans 4. Controlled Fills' A Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698. 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 existing ground surface, unless otherwise approved in writing by a qualified soils engineer D The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to be placed thereon E Fill material shall be taken from approved borrow areas It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations 7. BENCHMARK: a nail set in Power Pole #16 along Welltown Pike: elevation = 698-85, 8 All radii indicate edge of gravel, edge of pavement or face of curb as applicable 9. Where plans tail for matching existing pavement in the public right of way, the CONTRACTOR shall provide cut joint or asphalt overlay as directed by VDOT 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. All construction and materials proposed for the public right of way shall conform to VDOT standards and specifications. 12. Fire lanes shall be delineated as irected by the Frederick County Fire Marshal 13 The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 14 The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary 15 All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority (the "authority") 16 Water service will be provided by an extension of the Frederick County Sanitation Authority water main located adjacent to the southern property line 17 The CONTRACTOR shall coordinate with, and arrange for inspections by, the Authority. 18 The Authority shall tap all existing water lines- They will furnish the materials for and make the tap. The CONTRACTOR must make application for and pay the cost of this work 19 All site and building lighting shall be installed to avoid spill -over onto adjoining properties LANDSCAPE NOTES 1 Frederick County Landscaping Tabulation: Zoning, M-1, Industrial Park Landscape Area Required 25% x 30 acres = 7 5 acres Landscape Area Provided: 861,800 +/- SF or 1"9.78 acres = 66% Parking Lot Landscaping Perimeter Landscaping Required- 1 shade tree per 40 feet of perimeter parking perimeter = 1,264 feet shade tirees provided = 1,264/40 = 32(32 Sugar Maple) Interior Landscaping Required- 1 shade tree per 10 parking spaces total parking spaces = 73 shade trees provided = 73/10 = 8(8 Willow Oak) 5% of interior to be landscaped interior area = 32,800 square feet required interior landscape area = 1,640 SF interior landscape area provided = 8,400 SF 2 Confirm the locations of any utilities above or below ground prior to commencing work Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan 3 Verify the quantities shown on the plant list with totals indicated on the plan Contact the Landscape Architect in the event that discrepancies exist Supply unit prices to the Owner at time of bidding 4 All materials are subject to approval by the Owner or Owner's representative Provide the Owner with a tag from each plant species and a list of the plant suppliers, Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen 5 Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 6 Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 7 Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformity over beds Trees located within four feet of any shrub bed shall share the same bed Grade finished planting beds so as not to impede surface drainage 8 Locate trees a minimum of 3 feet from walls or walks, if possible 9 Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72" 10, Use shredded hardwood bark mulch in all planting beds. 11 Remove all tags , twine and containers from installed plants. Roll back burlap one third on all B&B plants. 12. Plant substitutions are permitted with consent from the Landscape Architect and Frederick. County Planning Dept. 13 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 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation, 14. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. PRIVATE FIRE SERVICE MAIN PART 1 - GENERAL SUMMARY This section includes the private fire protection service main and appurtenances from a point 5 feet outside the building at the connection to the public water service line, The following is the name and address of the utility company which provides the water connection: Frederick County Sanitation Authority 315 Macedonia Church Road Stephens City, VA 22655 (540) 868-1061 QUALITY ASSURANCE Comply with requirements of utility supplying water to the project - Comply with local fire departmenUmarshai standards pertaining to materials, hose threads, and installation Comply with requirements of NFPA 24 for materials and installation DELIVERY STORAGE AND HANDLING Preparation for Transport: Prepare valves, including fire hydrants, for shipping as follows. - Ensure valves are dry and internally protected against rust and corrosion. Protect valves against damage to threaded ends, flange faces, and weld ends. Set valves in best position for handling. Set gate valves and fire hydrants closed to prevent rattling. Storage: Use the following precautions for valves, including fire hydrants, during storage: Do not remove end protectors unless necessary for inspection-, then reinstall for storage. Protect valves from weather. Store valves indoors. Maintain valve temperature higher than the ambient dew point temperature. If outdoor storage is necessary, support valves off the ground or pavement in watertight enclosures. PROJECT CONDITIONS Site Information: Perform site survey, research public utility records, and verify existing utility locations. Verify that fire service mains may be installed in compliance with the original design and referenced standards. SEQUENCING AND SCHEDULING Coordinate connection to public water main with utility company. Coordinate with interior fire protection piping. Coordinate with other utility work. PART 2-PRODUCTS MANUFACTURERS Available Manufacturers. Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include but are not limited to the following. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Gate Valves American Darling Valve, Div of American Cast Iron Pipe Co Clow Valve Co.-, Div of McWane, Inc Hammond Valwe Corp. Jenkins Bros. Kennedy Valve, Div of McWane, Inc Milwaukee Valve Co. Mueller -Hersey, A Grinnell Co Nibco, Inc Stockham Valve & Fittings, Inc U.S Pipe & Foiundry Co Waterous Co Tapping Valves Clow Valve Co.., Div of McWane, Inc Kennedy Valve, Div of McWane Inc Mueller -Hersey, A Grinnell Co U.S Pipe & Foundry Co Indicator Posts American Darling Valve, Div of American Cast Iron Pipe Co Clow Valve Co., Div of McWane, Inc Kennedy Valve, Div of McWane, Inc Mueller -Hersey; A Grinnell Co Nibco, Inc. Stockham Valves & Fittings, Inc U S Pipe & Foundry Co Dry -Barrel Fire Hydrants American Darling Valve, Div of American Cast Iron Pipe Co Kennedy Valve; Div of McWane, Inc Underground Warning Tapes, Allen Systems. Inc , Reef Industries, Inc Brady (W H ) C:o , Signmark Div Calpico, Inc Carlton Industriies, Inc EMED Co, Inc Seton Name Plate Co PIPE AND PIPE FITTINGS, GENERAL Pipe and pipe fitting materials shall be compatible with each other Where more than one type of materials or products is indicated, selection is Installer's option PVC (Polyvinyl Chloride) Pipe AWWA C900, Class 150 Ductile -Iron and Cast -Iron Fittings AVWVA C110 ductile -iron or cast-iron or AWWA C153, ductile -iron compact fittings, of dimension to match pipe outside diameter Lining: AWWA C104, cement mortar, sealcoated Gaskets AWViVA C111, rubber PVC Fittings: AWWA C900 Bells: ASTM D 3139 Gaskets ASTM F 477 Couplings: Iron body sleeve assembly fabricated to match outside diameters of pipes to be joined. Sleeve ASTM A 126, Class B, gray iron. Followers: ASTM A 47, grade 32510, or ASTM A 536 ductile iron Gaskets: Rubber. Bolts and Nuts: AWWA C111. Finish: Enamel paint. _ VALVES Nonrising Stem Gate Valves 4 Inches and Larger: UL 262/FM approved, iron body and bonnet with flange for indicator post, bronze seating material, Inside screw, 175-psi working pressure mechanical joint ends. Provide with flanged ends for pit installation. Valve Boxes: Cast-iron box having top section and cover with lettering "WATER," bottom section with base of size to fit over vallve and barrel approximately 5 inches in diameter, and adjustable cast-iron extension of length required for depth of bury of valve. Provide a steel tee handle operating wrench with each valve box. Wrench shall have tee handle with one pointed end, stem of length to operate valve, and socket fitting valve operating nut Indicator Posts: UL 789/FM approved, vertical type, cast-iron body with operating wrench, extension rod, and adjustable cast-iron barrel of length required for depth of bury of valve. FIRE HYDRANTS General: Fire hydrants shall conform with the specifications in AOMA Standard C502 for dry -barrel fire hydrants. Hydrants shall be compression type, with six-inch mechancal joint inlet and minimum bury of 4.5 feet. Unless otherwise specified, hydrants shall be traffic model with a 4 1/2" valve opening, one 4 1/2" pumper nozzle, and two 2 1/2" hose nozzles All nozzle threads shall be national standard. The operating nut shall be pentagon in shape, 1 1/2" point to flat, non -rising and open right (clockwise). Hydrants shall have a finish coat of red, paint applied by the manufacutrer Hydrants shall be either American Darling Mark-73 or Kennedy K81A, WATER METER General: The water meter shall be in accordance with Frederick County Sanitation Authority specifications ANCHORAGES Clamps, and Washers: ASTM A 506, steel. Rods ASTM A 575, steel. Rod Couplings: ASTM A 197, malleable -iron. Bolts ASTM A 307, steel. Cast -Iron Washers ASTM A 126, gray iron Bearing and Gravity Thrust Blocks. Portland cement concrete mix, 3,000 psi Cement. ASTM C 150, Type I Fine Aggregate ASTM C 33, sand Coarse Aggregate ASTM C 33, crushed gravel Water Potable IDENTIFICATION Plastic Underground Warning Tapes Polyethylene plastic tape, 6 inches wide by 4 mils thick, solid blue in color with continuously printed caption in black letters "CAUTION - WATER LINE BURIED BELOW." PART 3 - EXECUTION PREPARATION OF: BURIED PIPE FOUNDATION Grade trench bottom to provide a smooth, firm, stable, and rock -free foundation throughout the length of the pipe Remove unstable soft and unsuitable materials at the surface upon which pipes are to be laid, and backfill with clean sand or pea gravel to indicated level Shape bottom of trench to fit bottom of pipe Fill unevenness with tamped sand backfill Dig bell holes at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe barrel on the foundation PIPE AND PIPE FITTINGS INSTALLATION PVC (Polyvinyl Chloride) Pipe Install with cement -mortar -lined, ductile -iron or cast-iron, mechanical joint or push -on joint fittings, and rubber gaskets; in accordance with AWWA M23. Depth of Cover, Provide minimum cover over piping of 18 inches below average local frost depth or 36 inches below finished grade, whichever is greater VALVE INSTALLATION General Application Use mechanical joint end, nonrising stem gate valves for buried installation Use threaded and flanged -end gate valves for installation in pits and inside building Use nonrising stem UL/FM gate valves for installation with indicator post AWWA-Type Gate Valves Comply with AWWA C600 install buried valves with stern pointing up and with cast-iron valva box UL/FM-Type Gate Valves Comply with NFPA 24, Install buried valves and valves in pit with stem pointing up and with vertical cast iron indicator post Install interior valves with wall indicator post FIRE HYDRANT INSTALLATION UL/FM-Type Fire Hydrants Comply withNFPA24. Install with gate valve and provision for drainage as indicated ANCHORAGE INSTALLATION Anchorages Provide anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant branches. PROTECTIVE COATING APPLICATION Apply full coat of asphalt or other acceptable corrosion -retarding material to surfaces of installed ferrous anchorage devices IDENTIFICATION INSTALLATION Install continuous plastic underground warning tape during back -filling of trench for underground water service piping. Locate 6 to 8 inches below finished grade, directly over piping, FIELD QUALITY CONTROL Piping Tests Conduct piping tests before joints are covered and after thrust blocks have sufficiently hardened. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system. Use only potable water Hydrostatic Tests: Test at not less than 1-1/2 times working pressure for 2 hours. Increase pressure in 50-psi increments and inspect each joint between increments. Hold at test pressure for one hour; decrease to 0 psi. Slowly increase again to test pressure and hold for one more hour Maximurn allowable leakage is 2 quarts per hour per 100 joints. Remake leaking joints with new materials and repeat test until leakage is within above limits. O CL or 0 w ozIf e 00 i) i) a) (0 I\ � tV O .� (D(D >: r 00 �Lo.. LO S L O in U -C .E iN U U O ,S V) Z�: i_ 0 O U R VEY; C. I .: A NA RAWN: JOB NO.: )J 96090001 11 ALL: DATE: NOTED 12-20-96 EET: 2/1 7170. u i x x 7Rt av . s 1 MA LINE. SEE SHEET 3 - - / 5 ` 1� \ \ 40'-15"0 CMP 10 2.00% I I I I U D m x x ` \ / I C) I x 7J1 x 7A0.04 x 70R C 7D�.'zf `- �\ , i� I / ' i2 x ! N21.07 19 113. 70t --. ". \\ \ I I 90L - I 717f.92 c> x 702 I � 0 � _ _ - . _ 1 �\ \ II I I 43 A-60C i (Ln� ._� OO \ �•. 4 MARY D. HAINES 43-19-1 ` I `� I e �\ \ '. ` / I SiB I ZONED: RA COMPANY I I LENOIR CITY I \ _ ZONED: IV1-1 � X ra� � `� '� I I I i USE* RESIDENTIAL x 701. INDUSTRIAL \ 1 X x �� \ ' USE. IND 7Oa X \ \ I LU x x 69R67 I I \ , \ , `\ x Q x 7 �\ \ I I \ \ ` �e \\ °� �\ x 7JaRJf -70a� x 707M i 7074 I { X " 1� o x x x 70dt,ss� x 7ni7Cx. ` 7ae1N // i I �woz_ W j x i7 70R?? 7G�JJ1v ✓Zx 7= Z x x7✓ x5pCp I I'\�� x \ X` x 42 7ARQ4 t r I ' / I I \ Im I J 7�.s \I_v ( I N1m i I ->0 o 1 � _ DRAINAGE AND PONDING EASEMENT - I DRA 702 1 XISM 1 x 7LIa 1? x 70Q� C 62.6 - - x 701.4x I ( PROP. GASLI I - - _ v � / I / 75' INACTIVE BUFFER I I � Z I UMfTS OF GRADING Q 702IS x�,.07 i xxPS TO MU x x 77 7�aI� z /� ( x 70a 77 X * I n D 1 1 >06 1 1 io I m im \ II INSTALL ACCESS w co ROAD AL NG I -- _n I I % CENTERLINE ALIGNMENT SOWN. i I --- ~ I / rm I I CE /: ryC 7 1 SEE SHEET 9 FOR ROAD JECTION. f MO D/�t \ \ x 702.42 1 I x \ x 70R07 / x I _ f J I Soo •�J V �- I !ft Ld` >� DRAINAGE AND PONDING EASEMENT _ _�- - - x 701.49 x .� I o ••sue = �'/�`_ /Ir \ 7Q'Zf4 x 7Merg / ' 09 S 1801 W os a x - x -71>! _ -A-59 7axen x _ _LEO TA B. 0 - x lOZ7� \ CARALL X \ x LP J S T x \ 702.41 \�I 7o er x w 1.80 _ _ - _ ____. {,• f RA 4a I x 691tl, G1t! � MOW � 1 � _� . � I 102'!6 \ * \ \ ZONED: £'0/ x 701.77 U) i x .of _ x --_ I \ N r f f.ev x 71hLJ6J J. I I 1 `� \ USE: RESIDENTIAL.Q �. _- x ,FOL - _ _ \ x 7o I I x 7, w _ __ _ - I I I I �a4 o vac x 6ARJ1 6VA?y _ - - - -_ -- �- -- x 1 - ; �. \ \ 1 � cn. - - �9}- x NF3�g I STOR1u4-I�I AT,�ER: _ 101.�J "� >. SOL _ M GEMENT F _ _ I r w x 7�J0 \ I I \ ^' - _- _ _ Ol ET SfRuTtJRE 1 I I LAUREL WOOD & Q N �., x _ -- "� -_"SEE DET H ET �„ � 4 ` 1 � �\ . � \ ....... ,� .. _ -� � N HERB FLETCHER � 43-A-5�\ ( a` in g0L \ `. CULVE�f'NA �- x I AIO x dfM CH ` \ � ` .. 7 ----_._ 1 V � � ZONED • RA A L ES L. MERfgIIVER i x _ _ _ (4) 8i1 -38" x24" ELLIPTICAL -- - _ _ - _ - - _ -- - __- _ _ _ A J N __ _ _ I I I USE. RESIDENT/AL ~ - V C�I{L,RCP O 0.3757...- -- '" -' R. � � ZONED: RA `` J ` _ - _ -- �x I USE\ RESIDENTIAL QY1Qd SfE SHE�X5_ . _ x - _ _ C� _ 701.fB I 7 77 - - - _ II I � i ` I O x - -� -- OL BERM: l V\ W O - "� 1 S TO MU I \ .� x dP x 6>P7. At_ --- "'M>�I- --- SEDIMENT CO�fitO I \ 6m - - - - _ '897- - _' '._.._. xil� CLASS 2 RIP RAP + \ \ HEIGHT = 3'+/- X ` ~_ W ,\1 \ t \ 75�BUILDI G SETBACK - - o i TOP BERM a 700.00 �' (� \ � d / 1 ` o x77 A, W I (PE M I` \ P.P. 1 .� i x �_ - �•_ ; 14� T pT1CAL x SIGN 7 .5 I 17 I f �7� 68"X34"X58"H - 55 5.00' d _ - i J _ 70� 54 0�! RCP 0.5 T. x AY 1 N'-15'/ CMP w W, % SEE S 697.37 / P / i I 1.7 � N, ,J4-1S"i C P I O ot, x , x 70767 /: ' xrhx17 I 1 70R4d , _ xdP \ X` 4 amv�lss x I CL x 6 x - I J 1 I x N7 \ f lO1.Jf a x 8t5 7Ga J4 i 70a76 7A x I 1 / i % Jf - ��7 E •�F,. / f x AORR x x / 25' P ` ,4 .03i / �aw.1 , uvV•+w N - -- 80 ! 6pl f / 717giB. st �� 1' NDC(TYP) x FX r3,,anyf. - -_. _. _..__. 4 x _ .3?--- o _ x - - = _ 7LMAN p 70dL.91 _.. ,_ .._7^ _ ._ _ - 7c . x 1.02 CS � PR - _. __ ___. x _ x �, x � ,� 6p�1J1 _ �8 45 3_5 x 7aa4v o�p 2 �- _ _ .. x eaRes >o P.P. X 0>�1Ji6� __._ NIRs1 - 0 ._ r �j/ x 0 x 7i7D fs X _ x x - x X xJ�,.N x.,..P`, 0� ,� yr ; - --x ,n - _ �IitAi d" MR 3.55 -tee- f� - n - - -X app O _.__ f J _ _ In J x 70Rt „' 7=07 mono 1 J i� \ 701.W o x x'i 7 - i09F?9 X _ x - - - X �IRrii- - - - - _ - - 8 ;' N � In _ - _ _ o -�- ,� ---x 71 O 0i0Cs4 ---�rm. go/ x B96 �X_ � 3y- 698 N 7171� ... x MR %40 N JDf dT L!7 0 � x �S ' x � .. - x-wox . x Osu�:� T - _ _ 69760 _- _- N +"• .� �� N 7! o x JOQ06 x - �^ - -_ 69Nt60/M!� smiwx -�-_ -- 1 N -- ri--- - 71lf,Rj �__1•Ai �II 0 7� -.mot-66y �..� X 6 19 aim - 5f--x 693 03 n n U {p CU 707.i+✓ - -M - - x J.47 9r �... �... .� x x - x_ . x pbC �- - - - - - - - x bIV9.116 v �V I p p 70R'.JJ _- . �c - 1 / 701R3J� �x !y`�_ x ' f - �?Rf? w,,."Aa... ..� ST�t' x 6�965 Bl� �.� .x� dVV�69B.56 IX iE7V1FLWCE11��67�._ �- �� x d51>�Q? x7J x x A117 \ 1 --fib- ---� x - L _ ir+ i Ol 701.1 J 7DCz - - - .'r�.�`'3D _ _ _ _x - _ _ - _ _� D O / .7QLis �a ii �lor r u._X x 7PM9K _ �t _ 3 -x'70 x6.3 702.64 - .� k CURB/vo £X G4SUNE q CU1PB _ x M1.17 _ � x d'�i \ \� x d g4xliylpCfi ?9 O "t 7 9J - - A x _ _ ' m 7q� _ OJ 70s £x,�7s•-1Sr CMP c 7 � a�a�9lc x "� - _ ar i. 87 ` - /NV.a706. EX. tlW � � �37 "-�� x \ - -7t ii�•_� \ 1 X 7.J7 - �, �•+•• ---- P OP x \ ` x 7"off x � e x 70f.43i X ?00 x mn 6+� 2)£X f 19'-JO'I RCP x 0�9 30 x BS10 9? ' x 6A/I dJ b'�Q'J x 04 \ \ 1 1 , , N )O . - x x ROP. E 701 J3 x 439.53' P.P. x 6� 1t � ` L x 'yr vim 7CJt5�61 /%K.v 701 70*4 x 701.21 \ \ � CE 70A78 / PROPOSED EOP "a X I � I �\ (n U) x CONSTRUCT NEW 75' TAPER I O '- Ea' GRAVEL EMR*N EXISTING EDP \ x , p- - PROVIDE ENTRANCE TAPER AS 208.38' ENCHMARK: TO EXISTING ENTRANCE. GRADE r X x i yDr J0'-11 % CA/P ql C E DIRECTED BY VDOT. NAIL IN POWER POLE 16 / SHOULDER AND DITCH AS REQ'D. 6V7Ir &VA C1 1 y( N t � to z 1 SEE SHEET 9 FOR ADDITIONAL DETAILS. ELEVATION = 698,85 SEE SHEET 9 FOR ADDITIONAL DETAILS. \ IA(V- 146 / 0 p U Y COORDINATE GASLINE \ t hVV-6"36 C N D EXISTING 75' TAPER � e� r4 C y CONNECTION & ALIGNMENT 'tr �P' m N L SEE SHEET 9 FOR ROUTE 661 IMPROVEMENT DETAILS WITH UTILITY EROSION & SEDIMENT CONTROL KEY r+ Z (A oo� Welltown Pike i Va. Sec. Rte. 661 Width R/V1/ UNPOSTED SPEED LIMI T �! o x .84 Variable n 0.43 MILE TO ROUTE 11 SITE DISTANCE 350'+ SITE DISTANCE 350'+ ( ENTRANCE DESIGN SPEED = 35 MPH 40 0 40 120 Scale 1 " = 40 ft 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION X 3.04 STRAW BALE BARRIER j'11B X X X X 3.05 SILT FENCE 3.08 CULVERT INLET PROTECTION 3.17 STORM WATER � CONVEYANCE CHANNEL, l� J 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS 3.30 TOPSOILING TO 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING Q IN �AZ,TH 0p p `f JOHN C. L IS No. 021621 IONAL SURVEY: C. I.: RITCHIE 1' SURVEYS, INC. DRAWN: JOB NO.: JCL 9609001 SCALE: DATE: 1 "= 40. 0' 20DEC96 SHEET: SEE `SITE GRADING AND STORM WATER MANAGEMENT PLANS" DATED 30SEP96 BY 4 /10 PAINTER -LENS, P.L.C. FOR EROSION AND SEDIMENT CONTROL DETAILS. HANDICAP PARKING STRIPING LAYOUT N.P.S. NO PARKING SIGN F.L.S. FIRE LANE SIGN NOT TO SCALE NOT TO SCALE NOT TO SCALE BOLLARD DETAIL SANITARY LATERAL CLEAN -OUT DETAIL VAN ACCESSIBLE NOT TO SCALE NOT TO SCALE HC SIGN HC SIGN No 12" x 18" STND. No ---12" x 18" STND. SEE PLANS FOR BOLLARD LOCATIONS LOCATED IN TRAVELED AREAS PARKIN PRR SIDEWALK DETAIL LANE _ 10" DIA. CONC.-FILLED STEEL PIPE NOT TO SCALE - y END OF STALL - STRIPE OR CURBING PAINT COLOR - YELLOW EXP. JT. MAT'L -5'-- PROPOSED GRADE TYPE B, CLASS I, SOLID BLUE 48" 4�jQR AS SHOWN ON P NS ---STND. U-CHANNEL POST ---STND. U-CHANNEL POST ... . .... ....... 8" - TYPE B, CLASS I, WHITE SYMBOL PER ADA L ..... ........... ....... ............ 84" 84"FINISHED GRADE PER PLA S ' CURB(TYP) THREADED END AND CAP TYPE B, CLASS I, WHITE PAVEMENT MARKING, 24" ;. ;. 4" CRUSHED STONE 4" WIDTH, LENGTH AS SHOWN ON PLANS. 5.00' PROP. GROUND -PROP. GROUND 24" DIA. CONCRETE300o PSI) 6 (300o PSI) 4" CONC ( x 6-2.9 WWF(1.5" MIN CLEAR) .------ 4" RISER (LENGTH VARIES) L - 8.00' 8.00' 8.00' j 4X4X4WYEOR NOTE: 30" 30" NO 6 X 6 X 4 WYE ALL CONSTRUCTION SHALL CONFORM TO ADA I NO PARKING TEMPORARY PLUG ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PARKING P AT END OF LINE FIRE SANITARY LATERAL LANE FLOW HANDICAP SIGN DETAIL NOT TO SCALE VALVE BOX DETAIL I 12" x 18" STND. NOT TO SCALE Jtied ston]ord flat top for Q 0°�cats( in pence access doom I 4' diameter manhole W RESERVED van" 2' max m top - Q finished grade PARKING RESERVED et propoerh line .L PARKING-------------� --- EWER ------- Z T riser cation for ---STND. U-CHANNEL POST � � � �l � --------- STANDARD POLYETHYLENE � road box I I 4' diametr mcinNoie RiSER WITH CAST IRON LID VAN ct•d• _ _er o ___ I I with cutouts V 84" ACCESSIBL eWeYtxm r_ r ° mdd"""' I 2i min I OR EQUAL) medan..uvNlen° it I Ford rCHH77HC-156 ( Q ) hrm board M. 2' type K copper I l 2' custom setter �+-• - tubing (no joint I / (meter by FCSA) VAN HC _ from nlmr to e s ' curb stop) j ACCESSIBLE SIGN ,3 - ' t SIGN � . ' • '- soddk wit^ _ Q �''"�" •C r-o•poratlon - I rend, hoeorn 4 vwv. bo... O - stop -- PROP. GROUND °° -°.I.�.ti.°^"• p ua. uD.e wm -- ".I , bedarn _ 7YPir:At cFr.T10N i 2'minf I IEE. lfitYE.1af311tlfl In d«, d wood brmdp tlw Ixerw may M w..pow r11, ' bo1, valve curb J 30" kwkrifulene end Ow 00mete Poured ro complete, sunovrr detrain hen4 eeca.abn water main stop with F1P 4 ' - r 6i m. meta na ey«n.k w+d.tnwd eaf ern. bwdp AYn«alone v . tT nod, a u o• end .mew« v4. •0•. I$ -tin urn kz-Wt, 2o- ends. atilt 2' gate solid support blocks H n'tvrolet�e.d.oaelw'«"�w vM. valve operating nut under custom setter ew dart Below for A. a C tMr,«,eone 1� CONCRETE DIiulENSIONS FOR HORIZONTAL THIMT BLOCKS ---.---_-_.--. __ __..---_ ------------ e r "y _ t stone bedding Pipe Huge„ Wye$ A 1 11/4• end 22 Ire 46• and 90, 3 Dla. Taae Bad° fierde - A 8 C A B C A C :.6' in non -traffic 6' 1'•0• or•e• 1'-r 0_ _9• 9•-9• ly-9• 1'•r 0•-9• 1. 9' + i trench width j door Fblh 8' Fr Ov-9' V-9' 0V9' 0•-9' O-9 _t'e• 0,-Ir _7-3' ,trolfc arraess - area day moaN SIR3030, a our approved epual Q • as required O to- 1•-0• OrAr 7.3- 1'-0• 0'-9• 1-3• V-9• 0'-9' ?4f• Z 24 x 24 heavy duty access door - Holliday model R 4 or our approved I aft I 12 1'•9' 1•-0• z b• 1'-r 1.O• 1'-0' 7.0 V-0• 3io• - ° aDP g •' dia Schedule 40 4 14• T-0• 1' 0• 3 -O• 1'•r 1'-0' 1'-6• 7-0• 1'•0• 4' 0' - - --- -- i ro a ua s' 16• 7-r 1 -0• 3'-r 1'4r 1' 0` 7-0• ? 9' 1'-0• ;.. steer pipe tined with I9• ?-0• r-r 7-9• r-0• 1-r 7.0• 3 0• 1'r 4.9' « �. concrete and painted 20• 7-9' f°-9• 4'-0• Q� V 8 r-9• 1-0• r-0• 3-r r-0" s-o CUT DETAL yellow 2 - - - - --- -- Q 5 ' �. '• . �-* I � 48' dia O 1' - ft• 0 0 _ concrete �- ..� 1 V2' 8.r►d 7 METER MTALLA / encasement I 9 FloLn 8 TION thrust block 9wiir,ov«ICht..t Amended April, 1996 U concrete 1 r «ridded n o«ryw fe�N lass. @OLLARD DETAIL =- -- cntjyp rii ADD FAYE ya_gpf1q FeAFnFFNr Q 3 U krtEss 4 2 3Q W Y ire" zo e z 3°, U h direction of seing to be approved riot to installation ._FrTTtNO OF _THRLI§T BLOCK ._ � � ~ Va" Q 2.3 U as r sued - concrete pad 1' 6' sq x 6" deep iIRUST STOCKS FOR VERTICAL 1tl' - - tJ 3.7 tl.l AS FOR HORIZONTAL BENUP ENDS SEIALL BE THE DS 14' O.S 1.7 3.9 7.6 16• 09 2.3 6.1 O :l: 4li 16• 143.2 7 min. 6 max. e 20, 2.2 44 7.6 �R7�xw GATE VALVES CONCRETE THRUST BLOCKING GATE VALVES AMEnICAN screw type Flpwe 2 j' adjustable Indicator stone to be minimi / valve box Posts DARLING � d lr of b' above top of base locator peg r:,: tfi, z y, If:•,,,{_a Indicator Posts stir s , Arerican-Darling has available a full title 4I N e of P7 r i •5f fi`•+ ryy/ �9 g AMfttICAN "open shut" indicators approved by Far,tory N 0 a) 0) ' • • ••� • .. DARLINf, (p Mutual and listed by Underwriters' Laboratories L N to if ) for use with gate valves 2" through 14". These �• e ; �. ' t� ;! ' s` . +t • • f general backli l - general backtat indicators are post type (Style 1) and wall type N N (Styles 2 and 3). All are essentially non adjustable �C . � •' mechanical joint :' n (O (,0 y _ swivel tee with D ;0 p and set at the factory for the specific trench appli N Q p ep cp ' e. cation. They may be used with valves of other 8- D C:��{� tyr`� `i• x - 6• branch B" 't`•t .t't'"•c: ' ' 1 24• carefully compacted rnarlufacture as well as AmericanDarlingvalves. .��h' 17 - 00 T 24• carets select backf WY co (r>nacyed Modified posts for Higher pressures or larger size L_ �f s} . • • • ........ • .. Select baclddl valves are available upon special order. Consult D m > in to Saone . �_ �'ij' factory on application. O FIRE HYDRANT ASSEMBLY O.D•i aggregate _ N O.. � Figure 9 �. 112 pep, All working parts are interchangeable oil all +' (D aj aj T _ _ three styles of It posts, Including the entire r C l B" 6. operating head. The lop of the operating nut is 0 � � E store aggregate corxxete stamped with the size range of valves it will ac- -C O_ fn commodale (namely 2-3, 4-8, 10-14). Change in N U O U STANDARD CONCRETE CRADLE direction of opening is effected by reversing target 0 •S N a plates. Optional handwheels are available instead of L-shaped standard wrench. Locking of indi- �. general badctku general backtiil ' cator and valve is accomplished with ;padlock concrete pad 1'-6" sq. x 6" deep #------ (wrench operation) or padlock and chain (hand- Q O D wheel operation), both to be supplied by cus- 8 - a. 8- Er tVtner. 24' carefully compacted carefully ' If necessary, field reduction of trench depth on DIRECTIONS FOR ORDERING Concrete, select baGkfiY select backtiff e24• post indicators can be accomplished by cutting 1. Quantity. 2. Style. 3. Size of Valve. 4. Direc � `. '..'..:....': '. __ er j- off equal amounts front bottom of 4" pipe barrel tion of Valve Opening, 5. Trench depth (distance O.D. and to of I" square stem. Increase of trench frown round fine to invert of i for Style I or 1/2 O.D. O.D. ! 5 P 4 g pipe y TH ' ' �_• depth is best accomplished by ordering a new dimension A for Style 3). 6. Wall thickness (Styles F screw type _ pipe barrel and extension rod giving valve size and 2 and 3). 1. Distance from centerline of valve to adjustable valve 7 36" min t � �_6. � desired final trench depth wall face (dimension B for Style 2 or dimension C box appregale \ s• for Style 3). 8. If ordering replacement post with- cbncrele POST ivPF IP71 out valve, advise if valve is o-Ring style or stuffing V CONCRETE ARCH (Nui1 ATMkstalTlel JMN LM locator peg CONCRETE ENGASE�!ENT I islod by u,trle.wrArts• Latwralorir9, hoc. box style stem packing. - valve rnegalug 1 „ j atxf raclory Multkal Reseatch crx{r. rose TYPE IP71 WALL TYPE M71W No. 021621 to main (Nun Myust**) (Na, MiustNik) rnegaltlgs repave t0 ckne tines littal tq 111 )nw 1:l ' 1 at"almk5, tilt. Lh1e.k fry lhrcMrvn NeMs' 1 TMrralMieS. Inc. rQ ..^.'Y - megalu4 onginai thickness 1--. saw out !o be made at and e,114 AMI,N nese«ch cup «d rackety Mutual Research Cmp. tune of replacement. - - --- nl---..-.. -- o---._ . ---- -s! -- c-•l CsA 7}7 f-i t[x ES A-�FK7lE5 r I SS :...... I., in ec ON q} ec � I IONAL i . =r }? ` -17�- - ,��. . f } y tii • • :. it}�± i.� r n i �L. _ V oD. `' .). .L -�. SURVEY: �- N A erne trench to be 1 e" �O 24!" ve vE --- - mu 3 ° -_- thrust � � corrtpaded 21-A sr E A �OIMEa md,Ns C min ' o black - B"x 8"x 16" sdki bock (for valves 12" and Larger) n --- - -- f ( DRAWN: JOB L r�L 3''' � �3 , I� JDJ 960C PAVEMENT REP CEMENT t a 31 19 sv. 14 -- 6 34v, 22", 6 14 io ;(''' �99''' �yti: SCALE: Sirs l j4 _ si 'J8'r, 12�'i: je DAT AS NOTED 20DE( sa GATE VALVE TRENCH & BEDDING Flqure 8 Fliqufe 1 SHEET: IROUTE 661 — WELLTOWN PIKE PAVEMENT WIDENING AND ENTRANCE DETAIL t t SCALE: 1" = 40' I INSTALL TRAFFIC CONTROL SIGNS AS o DIRECTED BY THE VDOT INSPECTOR. nner, nrstrror r1.lr RESTRIPE THIS AREA AS SHOWN IAPtR LEF I I URN LANE JAPER RESTRIPE THIS AREA AS SHOWN ARROW DETAIL NOT TO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS STRIPING KEY REFER TO SITE PLAN FOR ADDITIONAL STRIPING OTYPE B, CLASS I, WHITE PAVEMENT MARKING, 4" WIDTH, 2' STRIPE, 10' GAP. OTYPE B, CLASS I, WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. ©TYPE B, CLASS I, WHITE PAVEMENT MARKING, ELONGATED ARROW. SEE DETAIL THIS SHEET FOR TYPICAL DIMENSIONS. �D TYPE B, CLASS I, YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 6" SPACE, LENGTH AS SHOWN ON PLANS. O TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 12" WIDTH, 12' CC OR AS SHOWN ON PLANS. OF TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. C_G r7 J ___ - ryr. . trrpp,t• . •l m+w r rr++ar a •�•� r rr. J w. ��,y�.�•r. y errrrr.r" �w w • NZ s. Y. tees. Mw ..r -"ow^ Art -of, 4 b 1 I • .� e. cTrKer.Yrs ,.p cyrr[K,.v •[r c_r f.r ro c r, wrff s. yA+r !. r1 I. I/ r Mrt1•rr I RADIAL PLAN u.r Y,' tees.. tv JO rrr•rw �� '' sew.+ ' ,� f ► ', ', sw w....,•w A TANGENT PLAN �o sa.1rAli: v,[r •r— fr. cTl per 1. rr rya w rA•.r w.,w rr rr Tn" .� Cra .+" s•rI.I I. Ne,w yrrMyr 54 r A. ✓fr MY It r••ry r r.rrr•.r A7 rr Mire r. .,s" d seer /.o l.w rb p li N • to pew raa r t.v a •.r.c r.. .rr,.er errs. Iw r N er .• ••rru.. •vd.ar• fr.R ( re _�-1 IMY M•► —Ai'- • _J + r 11/. . Cc♦ •� — - ru, ./eu r .•• .re r r ee.r +wlo.,► .e. rw /r r q r••rr. r ( r••„ f.r 11 �Irene., — I. /r M.r M J r IM r/rrlp rwr r er r /Mr. a. jai rr.r .re rlr..1•.or v, Z u,r r sw• , . SECTION A -A TN. sir .y 1. A.µr sm. ...ft. f , J "•oil r t.rr r to es rrr •e. rr. ✓ a .w w es.l r e.•I r Mre rsr, r.1M r I••r rare ender a.err• .1•.r r y, Cr. try .r r rrr•r wr .r/ rr r rr M.W rM rr•• !r ,er.rr tr►+ •f , IMr1 . ?tC Gr.+w fbrr rr f.r•r AN,'_ M•'r•.,w+/r r. pre rrrrw fr.r,a+.. sew ,[. r.•.,+ w✓....w s✓ti rrr rw...,. rA.... r .�....w. r. rr. r rrar. sees.. rr tr✓... wr W. rise •w r ,rrr•rca .a s•..,.. IN I tc r r..•.. rr• .. w. fuse... ... - _.. _ —__ _ _ .._.- _��.__`—_. r r r/•w +. •site w serer. r. ,w%1..•rw. •SL CT ION n o lo .r.•....... wwr •.. ,rwaar cr . n w. r. r r r rr rr .. r a r w. r .r.� (,pr-ell •...e •..rM.Y•J,rr.rw•N .W I I.y .• ti r rrw r rrr •.••..• ! ...w .w., ei.Mn r. .yv ✓ —.1. .A✓ M :; rrry ,.r,u • tr..y. •, r .wrw ,r.•..rr r, ••r.r1,e. 1 r.r, rrr ten r rrr<,r, r•.Ir N rA.,•N r r ,IrNrr✓ N. ,.r , tr., •.•n• r i_ 'rw•r. ,roiw ri •a..r• r Ire. rr M ry wv .t" •.eM M✓+.e+r. a w. i.r y r. [N'�.r. ter .r a ..:rr sweet .ww rr rw [ •I Wry rrrr /Ail.Ih • I,rMt rr ~1.- —r•• Ira+ 0 CURB RAMP A r IrNK( (PERSONS WITH MOLilU1T IMPAIRMLNI S) xY mtaf I rev. A[P.W.1i d r"..swdrl,ro- w.l•r •[rf1 �' C-6 (Rev. 8/95) PAVEMENT MARKINGS TAPER TAPER(r[ ) 1 OPTIONAL TREATMENT (For Severe R/W Constralnlsl PAVEMENT MARKINGS TYPICAL PAVEMENT Sri uNf — we TAPER -TAPER .e_ TAPER I •�MIris 15'- —1Aii fT,1 fTt 1 r tcs6fr DESAGN SPEED, S (flp'd ru � - TI 2CU J25 6W 725 T p co 2W 200 2W DESIGN SPEED , S Irii c(swx "u T1 200 550 1 SW 725 1 � R70 100 PO7 FM Notes: 1. L, Length of storage lone to be determined by figures C-I 1.4 through C-1-1.21 by capacity analysis for Left- Turn Storage. Minimum Length • I(XY. 2. 1. - Length of storage lane to be as needed to maintain seed and provide smooth traffic operations. J, Design speed Is the preferred criteria, but operating speed or speed limits may be used If opplicobler I. e.. adding lanes to existing facilities. 4. Storage lanes ore controlled by the turning radius begin point. 5' W I - Some as through lone. W 2 - Through lone pavement width. PASSING / LEFT TURN LANE ON TWO - LANE HIGHWAY 80( > 70C 60C 0 5 0 C > Z 40C Ln OL 300 ° 20C 0 > Too 0 FIGURE C-1-2 �rwtin 13 ■e ■ ■ ■■am■■■m■ ■■■ n ma■ a■i ■■ m■■■■lC ■■ on miMMnMVmmM1&m a■I�n lMAINUMMENSOMMENN■■■ s 6 ® now ■■��® ■ ■■■■■■■■L■S OW ammo■■■■/►�■■■■►\ Mount ■■m■■. ■■■man ■■am■mma■■■■■ ■■n■■mom7 ■\VON ■■a■ i Is"I a■Imo■■ go ■EMNK1� i f . smi%mmusiM■\■m■■Mm■mm0am I�■A� 0�0 iiiniiiimsomons ii i miiiimi ■■®°® iiiii=iiiiiiii�ii��'miii�iiM;ii�u■ n■ ■mammon ■■ ►■nom Ila►gnomon ��► ON" MEN ■iniiii ■s■ t� . 0 ■■n■ smani�■i= Di■■ ■ �■ �i■i Monosson ■■■ii■■►mi■ �■®► a■ ■■■■■■■■■• ■■ ' ■■I�a■m■■►.m■ ■rim■■■■a■ ■®o also■■a■■ ■■■ ■■■■■I►■■ ■onmmmiimbilq i OEMRinommm■ ow a on on 0 ��w■man■ ■■ ■ �� ■ ■amemommommmmanago siiii=iii=ice■=■i■ oil i i■�■ ■=i0 ■>■�mm■■■■■ ■ ■ ■ ■ ■ ■ ■ 1• •• •• •• ••• VA ADVANCING VOLUME (VPH) FIGURE C-1-1 5 stun. d en ep..dl 4' 'A AI ., Tl" bosom a Ib* crib aria pareeM to "...bp. of ..►- �• ,.}•• Er --lot* cor•..f erovtd.d a mW.— depin of T' I. TMe ai w.oT be c ilst mdrltoi at rho optbn of the co..rectdr Dills curb If lob. o.edrMn design .peed I. W MN of in, on 1 1149 s and 45 1 a leein developed urban ®sutw i Creole, NOW Cdna orb ar S guiltily he" d re of 300'a In$ laeq two of curb) yb be puld ler a rods oetMsisli curb s gWfsr. T1d. •em in" be pf.n.l or cost IN pan. CanveN to be Oft. A3 it cast In plot., 4000 PSI it pecan ROUTE 661 — WELLTOWN PIKE TYPICAL ROAD SECTION AT INTERSECTION NOT TO SCALE 11' PAVEMENT WIDENING EX. LANES PROPOSED LEFT TURN LANE ROUTE 661 LEFT TURN LANE DESIGN DATA UNPOSTED SPEED LIMIT: ASSUME 35 MPH LENGTH OF TAPER REQUIRED. 262.50' ITE TRIP GENERATION: WAREHOUSE - TRIPS PER EMPLOYEE 0.55 PROJECTED MAXIMUM EMPLOYEES @ WAREHOUSE: 100 PEAK HOUR TRIPS: 55 1986 TRAFFIC COUNT FOR ROUTE 661 FROM F 732 TO ROUTE 11: 2688 PEAK HOUR VOLUME: ASSUME 600 VPH TWO LANE HIGHWAY OPPOSING VOLUME 600 VPH ADVANCING VOLUME 600 VPH LEFT TURN VOLUME - 55/600: 10% from figure C 1-1,5 LENGTH OF STORAGE LAND REQUIRED. 100, COMBINATION 6• CURB 8► GUTTER 1WERENGE VIROIMA tXPARTMENT at EF� - TRANSPORTATION 20tp3 e EX. LANES —6'— t 2 Max. 3 _ �1 1� ', 18*4535" W 33.55' 1,.1 0 Z 3 11' TAPER -- Q t ( � • 1 4": V now-6' 2 Max. ,. 4 ® CUT PE CG-6— 3 Max. a FILL SLOPE 6' SHOULDER THRU TAPER AREA 1 165#/ Square Yard of Asphalt Concrete, Type Sli I 6.0 — Asphalt Concrete, Type BM-2 — 6.0" — Crushed Aggregate, Type 21—B (OR MATCH EXISTING PAVEMENT SECTION WHICHEVER IS GREATER) TYPICAL ACCESS ROAD SECTION NOT TO SCALE ~ U W O C.L. a- 12' 1 4"': 1' CONCRETE SLAB DETAIL (for dolly pads and dock areas) NOT TO SCALE -- -- PER PLANS — - 6" VDOT NO. 57 STONE (3000 PSI) 8" CONCRETE (2) 6 X 6-6/6 WWFF(1.5" MIN CLEAR) 12' 1 4": V 1.5" — Asphalt Concrete, Type Sli 12.5" — Asphalt Concrete, Type Bli — 8.0" — Crushed Aggregate, Type 21—B COMPACTED SUBGRADE I i ON SITE PAVEMENT DETAILS NOT TO SCALE COMPACTED SUBGRADE— NOTE: HEAVY PAVEMENT SECTION TO BE APPLIED TO ACCESS ROAD AND 24' AISLE TO TRUCK PARKING AREA AT REAR OF BUILDING. SEE LOCATION OF AISLE AND LIMIT OF ACCESS ROAD. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL PARKING STALL AND AISLE AREAS. SEE PLANS FOR LOCATIONS OF PAVEMENT SECTIONS. LIGHT 2" SM-2A---+—� 6" 21—B COMPACTED SUBGRADE J Z W W � d O CL W Z � tea_ C 40 WIles— • !�— Ifs V_ rC .w 5 _) w � Z J ea U 3 Z V 0 N 0 W it C5 o o ©) (D CJ) (n cp r. � N a I I O N N L co cD Cl LD co ^0 -Y 'oT O o � >0 Lf) sees.. at ai m 0 c � Q) 0 E O C (n Lr_ N Q ° a (00J 9 No. 021621 OA "P �SSIONAL SURVEY: C. I.: RITCHIE NA SURVEYS, INC. DRAWN: JOB NO.: JCl_ 9609001 SCALE: DATE: 1" = 40' 20DEC96 SII LT: 9/1 in iZONED: w w oti-ro'o 0 0-0 0 000 0'0 !TNo 10tv /0 0 if 0 v j 91. U41614 il-- _►T/_!T//_!T/_!T/_!T/_►i/_!i/_►i/_!i/_!T/_!T/_!i/_!i/_�i/_�i/_!T/_!i/_�i/_!►i/_si/_�T/_!i/_►t/_!i�!i4_!T�!T�!i/_�i�!T�!��!1 iI �� r��.-�� • v . �r�r�.��r�.a�r�r�.��r��a�r�r�r�r��.-��.��.�.� arm.�a.��r�r��r��a�r�r�.��.a�r�r �r1b� C _�.:�a. a� .�. •.. _ � a��...� �_ �. ems. ter. �_ �:.�: �_ �. �.� �_ � � .�_ .�:.� .��r. �� s�i��T�eTi�Ts�Sil>!"-rsieTrts�T■i�ii�iili�iSeTrts'�,s�TS�Ts'eZu�F�[<Tii is'tT■ieTst��/tseT■ieTi�s!�rieTr� �`---IRA17 I � '71M LFLER .i. ! t / ! ZONED: RA ' O 1/128 FI ! I � /iT O I� ZONED: RA 39 AA il i ZONED: RA08.75 8-5 FI \ 19 PS I ZONED. M-1 oa70 ---1,— — ?a z2s SHIPPIDeS DOCK o7. / i ` 9 IG �, ®® 0 . 0 . 0 . . 0'• 0 • O , 0 O ®® h III L --------y----- 1 �I II 1 • 4'� 5 ,,�►' • / I ', `, ' - , _ `� ,' I _ - ' ` I-' - - -1� � � I - � -- -- - I j I III I , o77 / 7wclI ,o.eo. ,o.eo I / � I / / PROPOSED WAREHOUSE ; sW � N ! 1 STORK, HGHT.. 32.0 `� 3 AREA: 15\1 613.4 Sq. ,Pl. , `� C1Pr• too'/`� / - FUTURE WAREHOUSE 0 F.F. 711-215 ,%/ \ N 1 STORY HGHT •-52.0' , / � � I � / 'l \ I ; � I AREA � 45 'Sq. Ft. _ _ _ I / / / I F.F.,>� F1 1.25 �y �.. 4 ASLOIL 7// 7„'�`\ PROPOSED\• -'OFFICE AREA ---------------------- \ / `\ r`------ ,1 STORY, HOW.: 16.0' I I n 9.812 §Q. Ft. F.F. `-w 711.25 07. •_ ___�~\ _� --------- 411L ASL / _ ---- III IITI LI `III( \ ' 1 i 16 ASL \ - 1 ZONED: M-1 400 ZONED: M-1 \ 7cxp,sw� ',�\ \�- --- — — - _ - `�------- --- — �/ -- / � t 60 0 60 120 180 �\ -r _ ---_-- �..--- ------------�--- - --------------------------- -- — --- ____- — - - - - - - - - - - - \ N ad 41 W Scale 111 = 601 PLANT LIST \\�` SYMBOL iD QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS AS 32 Acer Saccharum "Legacy" Legacy Sugar Maple _ 1 1 /2" - 2 1 /2" cal. B&B B &B AA 44 Am elanchier arborea Downy Serviceberry 1 1/2„ - 2 1/2" cal. 25' CC TYP. FI 152 Forsythia intermedia Border Forsythia 3 gal. cont. 15' CC TYP. IG 29 Ilex glabra "Nordic" Nordic Inkberry 3 gal. cont. PS 173 Pinus strobus Eastern White Pine B&BCC 4-6' TYP. QP 8 Quercus phellos — Willow Oak 1 1 /2" - 2 1 /2" cal. B&B PLEASE REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL LANDSCAPE INFORMATION. --------------------- NOTE: THIS PLAN FOR LANDSCAPING PURPOSES ONLY!!! ZONED: RA l ! / r ' 1 ' . LN x i / I ZONED: M-1 t r r +• �J �1 r t '111 I<<II I I I I I I I I Z 0 a U 0 Z CL CL U C 4Z = Z Z O U CL in U Q U QW Z Y U � N W � W U Ill O x a_ d O O N iv N r� ((0 r 'N L Q) I I n _ � `1 N U) D cD -Y p) O O O > Ln Ln 0 �nn L N N CO sQ0.E +� a o E °� o F- LL- N Q O a jT °F �° cr JOHN C. EWIS a No. 021621 4�Ssl ONAL RVEY: C.I.: RI-rCHIE 1' Sl_;RVEYS, INC. DRAWN: JOB NO.: JCL 9609001 SCALE: DATE: 1 "=60.0' 3DEC96 SHEET: 1o/10 a FREDERICK COUNTY, VIRGINIA AS SY. ASSEMBLY BF BASEMENT FLOOR BLK• BLOCK BC BOTTOM OF CURB BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION F.C. FIRE CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC WL WATERLINE WM WATER METER WV WATER VALVE 5'R RADIUS IN FEET i 11 [PIRTNIA"l, L[I 1�1011&\wlwll D vy/wIll STRO A _ 6pA 43_ �I SUS . FR ,q _ 6OB �`� / AN s. ,OAMS ID DUANE M. 4 USE RE EN / / CO/VRAD E �A 43_A _ 6OC ZONED.- RA / / ZO/VED; RAKES/ � L TA 59 RES/DE/VTI SE RES/ / B• � /� L DE�nA� CARALL ED: �� /�/ USE. RES/DES ft �04y + / 151,613 SQUARET L— �/ L e'.� hylAt �� $.+s0`�,9.A• "1 COWPVU .QOtx= 9.3 I C�s� tiFo'9x. xl0� I I GsF�0,iF �F`�,��• \ � � �� PERMANENT DRAINAGE AND a I I \ \ PONDING EASEMENT I IT 17 qe / <p I� r , I ..� � a I� 43—A-58 t . f CHARLES L. MERRINER ZONED: RA USE' RESIDENTIAL 43—A-57 r ---- LAUREL WOOD HERB FLETCHER ZONED: RA USE: RESIDEN TIAL 43—A-56A F.C.SA. ZONED: M-1 USE- LIFT STA TION 43—A-56 K do J INV/ESTMENIS ZONED: M-1 USE-' COMMERCIAL C' l \\ NSF RFD S ,� _ 43—A-53 �Ol-o\ 4? NORTH STEPHENSON, INC. > �`g� \\` US , e ZONED: B3 __--- / SF CFO -9l ', �� L--- i USE' COMMERCIAL \ \ \ \\ LeNOIR 4 19_ I r i \ \ rr �� ZONED CoupA V Y \p �p "�� US,E. VACAIV \\r p 411pL'p J 19 p LE11/p1R C`319,1 43—A-54 ry NORTH STEPHENSON, INC. \ ZONED• CO/19P,gNY � I I i ZONED: M-1 200 0 200 600 \. �� _SE VAC 1vT I USE. INDUSTRIAL A�0� I Scale 200 ft FS \ II F: iII i II I I �I st a P d 'Al INfERC OGE)fq •�\ .gin. ��.� 41, VICINITY MAP WINCHESTER, VA 7.5' QUAD 1" = 2000' NINf-, ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS FROM DATE OF APPROVAL ]LIST OF DRAWINGS: SHT. 1/10 COVERSHEET SHT. 2/10 NOTES & SPECIFICATIONS SHT. 3/10 SITE PLAN SHT. 4/10 SITE PLAN SHT. 5/10 STORM WATER MANAGEMENT DETAILS SHT. 6/10 FIRE SERVICE & WATER LINE PROFILE SHT. 7/10 SANITARY SEWER PROFILES & STORM SEWER PROFILES SHT. 6/10 CONSTRUCTION DETAILS SHT. 9/10 SITE PAVEMENT DETAILS AND RTE. 661 IMPROVEMENTS SHT. 10/10 LANDSC E PL ri E, p nk a I�'<1GOe3 a U U// J C EW RZ ®�ApI No. 0216 1 PA�MrE AALCv rSuite 0• Winchester, Virginia - .0 Telep• JOB NO.: 9609001 SHEET: DATE: 20DEC96 1 /1 0 GENERAL NOTES 1 The property delineated on this plan is located on Route 661, Welltown Pike in the Stonewall Magisterial District in the County of Frederick Virginia The developer of the property proposes to construct a 161,425 square foot warehouse, assembly and distribution facility on 30 acres The budding will contain 151,613 square feet of warehouse/assembly area and 9,812 square feet of office area. Site development will allow the construction of an additional 67,896 square feet of warehouse area 2 Property Owner/Developer. Rite Aid Corporation Contact Mr Michael Morris 30 Hunter Lane Camp Hill, PA 17011 Telephone 717-761-2633 3. Architect Crabtree, Rohrbaugh & Associates Contact Mr Harold Bedford Suite 800, 20 North Market Square Harrisburg, PA 17101 Telephone: (717) 233-0127 4 Engineer/Landscape Architect: PAINTER-LEWIS, P.L.0 Contact. Mr John Lewis 302 South Braddock Street - Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 5, Property boundary information shown on these plans was provided by Ritchie Surveys, Inc The job benchmark is a nail set in Power Pole #16 along Welltown Pike. elevation = 698.85. 6. Site Data, Parcel Area 30.00 acres (1,306,800 SF) Zoning M-1, Light Industrial District Use: ManufacturingANarehouse7Distributioti with Accessory Office Front Yard Setback. Required - 75' Provided - 75'+ Rear Yard Setback Required - 25' Provided - 75'+ Side Yard Setback Required - 25' Provided - 25'+ Maximum Building Height. Allowed - 60' Proposed - 32'+/- Maximum FAR Allowed - 1 0 Proposed Total Floor Area = 229,321 SF = 0 175 Minimum Landscape Area. Required - 25% Provided - 66% Proposed Building/Pavement Area = 445,000 +/- SF Landscape/lawn/storm water areas = 861.800 +/- SF 7 Parking Lot Requirements Side Property Line Setback Required - 5' Provided - 5'+- ROW Line Setback Required - 25' Provided - 25'+- 8. Parking Space Requirements Proposed Warehouse Required - 1 per employee on maximum shift Maximum employee shift = 60 = 60 spaces Total Required - 60 spaces Provided - 73 regular spaces including 5 Accessible Spaces per ADA Loading Space Requirements: Proposed Warehouse - 219,509 SF Required - 1 per 40,000 square feet = 6 spaces Provided - 24 @ 12' x 45' along perimeter of loading area Please note that no striping is proposed for the loading areas. The area is dedicated to loading only 9. Handicap Accessibility 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. HC ramps off site shall be constructed per VDOT standards. 10. Buffering Requirements The adjacent zoning to the south and west is M1 which requires no buffer - The adjacent zoning to the east is Route 661 right-of-way which requires no buffer. The adjacent zoning to the north is RA used for, residential purposes and requires a category C buffer. The owner proposes to construct a full landscape screen within a 25' landscape easement and a 6' earth berm in the inactive buffer and set the buildings proposed ro p p Id gs beyond the 25' active buffer. Plants required: 3 per 10, linear feet; >50% evergreen; >33% deciduous; minimum of 3 species, height = 4' @ planting; 1328 If/10 ` 3 = 398 plants Plants provided 398 including 4 species; please refer to the Landscape Notes. 202 evergreen (173 White Pines + 29 Nordic Inkberry) 196 deciduous (44 Serviceberry + 152 Forsythia) 11 Environmental Features. Wetlands - No wetlands have been identified on the site - Flood plains - No flood plain area has been identified on the site. Sinkholes - No sinkholes have been identified within the project limits Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding '15% No steep slopes have been identified on the site Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1/4 acre. No woodlands have been identified on the site, EROSION AND SILTATION CONTROL NARRATIVE 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. 2. See plans by Painter -Lewis, P L C dated 30SEP96 and titled RITE AID CORPORATION DISTRIBUTION FACILITY - EROSION AND SEDIMENT CONTROL PLANS for additional information CONSTRUCTION NOTES 1 The existing utilities shown on these plans are based on available information The CONTRACTOR shall be responsible 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 those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. MISS UTILITY 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times 3. Cut and fill slopes shall not exceed 2-honzontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills. A Controlled compaction shall occur in all fill sections for pavernent, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698 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 existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to be placed thereon. E Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material 5- Blasting is not permitted within 25 feet of existing utilities without owner permission 6 Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. 7 BENCHMARK, a nail set in Power Pole #16 along Welltown Pike, elevation = 698 85, 8 All radii indicate edge of gravel, edge of pavement or face of curb as applicable 9 Where plans call for matching existing pavement in the public right of way, the CONTRACTOR shall provide cut joint or asphalt overlay as directed by VDOT 10 All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the PART 2 - PRODUCTS CONTRACTOR's expense. 11. All construction and materials proposed for the public right of way shall conform to VDOT standards and MANUFACTURERS specifications. Available Manufacturers. Subject to compliance with requirements, manufacturers offering products that 12 Fire lanes shall be delineated as directed by the Frederick County Fire Marshal may be incorporated in the Work include but are not limited to the following: 13. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site Manufacturers: Subject to compliance with requirements, provide products by one of the following: construction activities. Gate Valves: 14. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. American Darling Valve, Div. of American Cast Iron Pipe Co Clow Valve Co.; Div_ of McWane, Inc 15. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department Hammond Valve Corp. of Health and the Frederick County Sanitation Authority (the "authority"). Jenkins Bros. Kennedy Valve; Div. of McWane, Inc. 16 Water service will be provided by an extension of the Frederick County Sanitation Authority water main located Milwaukee Valve Co. Mueller -Hersey; A Grinnell Co. adjacent to the southern property line. Nibco, Inc. 17 The CONTRACTOR shall coordinate with, and arrange for inspections by, the Authority. Stockham Valve & Fittings, Inc. U.S. Pipe & Foundry Co. 18. The Authority shall tap all existing water fines. They will furnish the materials for and make the tap. The Waterous Co CONTRACTOR must make application for and pay the cost of this work. Tapping Valves: 19, All site and building lighting shall be installed to avoid spill -over onto adjoining properties. Clow Valve Co.; Div. of McWane, Inc Kennedy Valve; Div. of McWane, Inc. LANDSCAPE NOTES Mueller -Hersey; A Grinnell Co 1 Frederick County Landscaping Tabulation: U.S. Pipe & Foundry Co. Zoning: M-1, Industrial Park Landscape Area Required: 25% x 30 acres = 7.5 acres Landscape Area Provided: 10 861,800 +/- SF or 19.78 acres = 66 Indicator Posts: Parking Lot Landscaping American Darling Valve, Div. of American Cast Iron Pipe Co Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter Clow Valve Co.; Div. of McWane, Inc. parking 1perimeter = 1,264 feet Kennedy Valve; Div. of McWane, Inc. shade trees provided = 1,264/40 = 32(32 Sugar Maple) Mueller -Hersey: A Grinnell Co. Nibco, Inc. Interior Landscaping Required: 1 shade tree per 10 parking spaces Stockham Valves & Fittings, Inc total parking spaces = 73 U.S Pipe & Foundry Co shade trees provided = 73/10 = 8(8 Willow Oak) 5% of interior to be landscaped interior area = 32,800 square feet Dry -Barrel Fire Hydrants: required interior landscape area = 1,640 SF interior landscape area provided = 8,400 SF American Darling Valve, Div of American Cast Iron Pipe Co Kennedy Valve;; Div. of McWane, Inc 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utifities or any other structure conflicts with the layout shown on the plan. 3 Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5 Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any (plant will result in rejection of that plant. T Groups of shrubs shall be placed in a continuous mulchad bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in sh ape following the contour of the plant mass.. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. 9 Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 10 Use shredded hardwood bark mulch in all planting beds. 11. Remove all tags , twine and containers from installed plants. Roll back burlap one third on all B&B plants. 12. Plant substitutions are permitted with consent from the Landscape Architect and Frederick County Planning Dept. 13. 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 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 14 Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation.. PRIVATE FIRE SERVICE MAIN PART 1 - GENERAL SUMMARY This section includes the private fire protection service main and appurtenances from a point 5 feet outside the building at the connection to the public water service line.. The following is the name and address of the utility company which provides the water connection: Frederick County Sanitation Authority 315 Macedonia Church Road Stephens City, VA 22655 (540) 868-1061 QUALITY ASSURANCE Comply with requirements of utility supplying water to the project. Comply with local fire department/marshal standards pertaining to materials, hose threads, and installation. Comply with requirements of NFPA 24 for materials and installation. DELIVERY STORAGE AND HANDLING Preparation for Transport: Prepare valves, including fire hydrants, for shipping as follows: Ensure valves are dry and internally protected against rust and corrosion. Protect valves against damage to threaded ends, flange faces, and weld ends Set valves in best position for handling. Set gate valves and fire hydrants closed to prevent rattling. Storage Use the following precautions for valves, including fire hydrants, during storage: Do not remove end protectors unless necessary for inspection, then reinstall for storage. Protect valves from weather. Store valves indoors. Maintain valve temperature higher than the ambient dew point temperature. If outdoor storage is necessary, support valves off the ground or pavement in watertight enclosures. PROJECT CONDITIONS Site Information: Perform site survey, research public utility records, and verify existing utility locations. Verify that fire service mains may be installed in compliance with the original design and referenced standards. SEQUENCING AND SCHEDULING Coordinate connection to public water main with utility company. Coordinate with interior fire protection piping. Coordinate with other utility work. Underground Warning Tapes. Allen Systems, Inc.; Reef Industries, Inc. Brady (W H ) Cio ; Signmark Div Calpico, Inc Carlton Industries, Inc EMED Co., Inc. Seton Name Plate Co PIPE AND PIPE FITTINGS, GENERAL Pipe and pipe fitting materials shall be compatible with each other Where more than one type of materials or products is indicated, selection is Installer's option. PVC (Polyvinyl Chloride) Pipe. AWWA C900, Class 150. Ductile -Iron and Cast-iron Fittings: AWWA C110, ductile -iron or cast-iron, or AWWA C153, ductile iron compact fittings, of dimension to match pipe outside diameter.. r Lining: AWWA C104, cement mortar, sealcoated Gaskets: AWW/A C111, rubber. PVC Fittings: AWWA C900 Bells ASTM D 3139, Gaskets: ASTM F 477. Couplings: Iron body sleeve assembly fabricated to match outside diameters of pipes to be joined - Sleeve: ASTM A 126, Class B, gray iron. Followers: ASTM A .47, grade 32510, or ASTM A 536 ductile iron. Gaskets: Rubber Bolts and Nuts: AWWA C111. Finish: Enamel paint. VALVES Nonrising Stem Gate Valvies 4 Inches and Larger. UL 262/FM approved, iron body and bonnet with flange for indicator post, bronze :seating material, inside screw, 175-psi working pressure mechanical joint ends Provide with flanged ends for pit installation. Valve Boxes Cast-iron box having top section and cover with lettering "WATER," bottom section with base of size to fit over valve and barrel approximately 5 inches in diameter, and adjustable cast-iron extension of length required for depth of bury of valve. Provide a steel tee handle operating wrench with each valve box. Wrench shall have tee handle with one pointed end, stern of length to operate valve, and socket fitting valve operating nut. Indicator Posts: UL 789/FM approved, vertical type, cast-iron body with operating wrench, extension rod, and adjustable cast' -iron barrel of length required for depth of bury of valve FIRE HYDRANTS General: Fire hydrants shall conform with the specifications in AWWA Standard C502 for dry -barrel fire hydrants, Hydrants shall be compression type, with six-inch mechancal joint inlet and minimum bury of 4.5 feet. Unless otherwise specified, hydrants shall be traffic model with a 4 1/2" valve opening, one 4 1/2" pumper nozzle, and two 2 1/2" hose nozzles- All nozzle threads shall be national standard. The operating nut shall be pentagon in shape, 1 1/2" point to flat, non -rising and open right (clockwise). Hydrants shall have a finish coat of red paint applied by the manufacutrer Hydrants shall be either American Darling Mark-73 or Kennedy K81A WATER METER General: The water meter shall be in accordance with Frederick County Sanitation Authority specifications. ANCHORAGES Clamps Straps and Washers: ASTM A 506, steel Rods ASTM A 575, steel Rod Couplings: ASTM A 197, malleable -iron. Bolts. ASTM A 307, steel Cast -Iron Washers: ASTM A 126, gray iron Bearing and Gravity Thrust Blocks: Portland cement concrete mix, 3,000 psi, Cement: ASTM C 150, Type I Fine Aggregate ASTM C 33, sand Coarse Aggregate ASTM C 33, crushed gravel. Water Potable IDENTIFICATION Plastic Underground Warning Tapes: Polyethylene plastic tape, 6 inches wide by 4 mils thick, solid blue in color with continuously printed caption in black letters "CAUTION - WATER LINE BURIED BELOW." PART 3 - EXECUTION PREPARATION OF BURIED PIPE FOUNDATION Grade trench bottom to provide a smooth, firm, stable, and rock -free foundation throughout the length of the pipe Remove unstable, soft and unsuitable materials at the surface upon which pipes are to be laid, and backfill with clean sand or pea gravel to indicated level. Shape bottom of trench to fit bottom of pipe. Fill unevenness with tamped sand backfill. Dig bell holes at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe barrel on the foundation. PIPE AND PIPE FITTINGS INSTALLATION PVC (Polyvinyl Chloride) Pipe Install with cement -mortar -lined, ductile -iron or cast-iron, mechanical joint or push -on joint fittings, and rubber gaskets; in accordance with AWWA M23. Depth of Cover Provide minimum cover over piping of 18 inches below average local frost depth or 36 inches below finished grade, whichever is greater VALVE INSTALLATION General Application Use mechanical joint end, nonrising stem gate valves for buried installation Use threaded and flanged -end gate valves for in stallation in pits and inside building Use nonrising. stem UL/FM gate valves for insitallation with indicator post. AWWA-Type Gate t/,,, ves Comply with AWWA C600 install buried valves with stem pointing up and with cast-iron valve box UL/FM-Type Gate Va„�5, Comply with NFPA 24 Install buried vvves and valves in pit with stem pointing up and with vertical cast Iron indicator post Install interior valves with wall indicator post FIRE HYDRANT, INSTALLATION UL/FM-Type Fire Hydrants Comply with NFPA 24. Install with gate valve and provision for drainage as indicated. ANCHORAGE INSTALLATION Anchorages: Provide anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant branches. PROTECTIVE COATING APPLICATION Apply full coat of asphalt or other acceptable corrosion -retarding material to surfaces of installed ferrous anchorage devices IDENTIFICATION INSTALLATION Install continuous plastic underground warning tape during back -filling of trench for underground water service piping Locate 6 to 8 inches below finished grade, directly over piping. FIELD QUALITY CONTROL Piping Tests Conduct piping tests before joints are covered and after thrust blocks have sufficiently hardened. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system Use only potable water Hydrostatic Tests Test at not less than 1-1/2 times working pressure for 2 hours Increase pressure in 50-psi increments and inspect each joint between increments. Hold at test pressure for one hour, decrease to 0 psi. Slowly increase again to test pressure and hold for one more hour Maximum allowable leakage is 2 quarts per hour per 100 joints Remake leaking joints with new,materials and repeat test until leakage is within above limits U 6 QL U W F- W 2 Q +� N M O O(0 � r, N N U (0 (0 0 ® C 00 't w� SURVEY: C. I.: NA NA RAWN: JOB NO.: )J 960900,01 CALE: DATE: S NOTED 12-20-96 HEFT: 2 /1 0 IN X 7aa.uLn i \, a �x I `\ MA L1NE�\ SEE SHEET 3 - 40'_15 CMP IO 2.poz 5 - I CL I U \ , \ \ 1 r j I x 7na x 7010 Pf x x �n%,�� ;. -- - `'� �� w 1 x N21'07'19 113. 70t �e I 701.02 1 0 e I _ I N _ _ \ �\ Ig 80L (~ 702 of I I � vi \ ..� oo � � ,\\ \ � i �,) I � MAR Y D. NAINES 43-19-1 ` I D ml �. \ CITY COMPANY I I" D \ \ \ I O I! LENOIR I \ I ZONED: RA \ e �o x 70 \ \ USE: RESIDENTIAL ZONED: M-1 I 1 701. 0 e' I I� I I - INDUSTRIAL \ \ 7viax x x 70aa77 \ , USE: IND x \ 7Qd.2s X " \� \ ! .r I x m x ��p� Q x 7 �\ \\ I ( I \ ` \\ \ �\ \\ e\ X\` x x , -'� moo x 7070 f m74 I I � � _ I Q, '� x ,rf \ I I 1� �'az_n w a x7�x.._...._-__.__ o ulI x x 7Cf x 71Rxd7 I I i z \ e x `D m I 04 7� / I \ o 70 sP� - , I x� \ x+\714f?? x �1? I x 7AaatS x \ t N I t / i \\ D m / n � U) 07 DRAINAGE AND PONDING EASEMENT I 1 I x ACTIVE BUFFER /d \, x x x C fi2.6 � 70? 7AR 1i 71,E I f \ -PROP. GASLII�E - _ O x 70f.f.� x ( \ 75' INACTIVE BUFFER , I I 0� Z M I I �_------ Q I \ `- LIMITS OF GRADING SF � of w x 702.45 // / x01.07 i I xr� x x 70QBB j // I I cn PS TO MU o I\ \ I F-- ` Z 1 I, I� I D D x 71Aa 77 x j w j n i 7 i \ m w - -�/`-- t►i INSTALL ACCESS ROAD AL NG % J CENTERLINE ALIGNMENTS OWN. / Im I", -- I F' I \ CE I' / SEE SHEET 9 FOR ROAD SECTION. ' l '� - _ � $1 \ x i I x (DRAINAGE AND PONDING EASEMENT - 9CC C�. VV _ - U 70?.f2 I ti X 70a07 I - -� x I I d1iI�910 �"'1 / \ / • .- �_ d-• .-i.+i�- %P!'' -' 7Q'f� 14 Z 701.49 ` x 7101� � x 11 I � I � % � � / � I `• 09 '� �d/ \ \ SOS Q �- I • ,.._ 43-A-59 k 7axen X _ ._ _ M46. ' _ ��_ s e x- LEO TA 3. \ I X - -TO 1027gCARALL \ I I I LP 81 _ x 7M /1 ` I x 70} I x ' Q5 1.80 _ _ _ x �i4V x dmllR08 11 7 ' \ U) _- so< 701. I s1 _ - - - - X ,� I I I I \ , \ USEZORESIDEN T/AL V. Q _ - I 1.O L Ce "a Aei \ . x - -7CI? sd _ _ _... �- I I I ` \ ) p4 O U S'O TER I x 701.4J 50L \ I--ti �' d1,R55 M GE�M,ESTRU TU x 70,'i.•70 , \ < e �Y SE I I I I LAUREL WOOD & \ I -� \ \ N •` - "-. ----- - _. `,~- .-SEE DETA1Ls ON �-L l \ X mm _`--� I HET 5 IV HERE' ;-LETCHER 43-A-5�\ I © Z '�� N e ,� �. \ i \ �\�\� erne-� _ x eae�dly x s�ls7i I ZONED: RA CHA LES L. MERRY�VER 1 L \ 90 N OD • CULVE .__ \ �4) 8�38" x24 ELLIPTICAL - - --- - - - - - - - . - -- _ - - US . ...�._ - --- - a7 - �`�- y I I V E• KESIDEN T/AL RA `- - - \ C �Ill_RCP a 0.375x �.. I \ZONED _ _ -•J O e \ x \ x x -SEE skiEET x- - __ - CO x 70f. t�s USE' RES/DEN TIAL U t o x dY7n .._ .. � � __._ -w- -- - -.._ ..�Q... ....._ ... _ - ' I � CZ \ _ S TO MU � \ � x qP x sP7.1! �.---•�---- x'�'�- --.- -•-� � SEDIMENT CONTROL BERM: � \ � � \ ( W � CIL� �- IP x maw CLASS 2 R3'+/- . \ ~ � 0 \ ., --- �; 75�. BUILDING SETBACK p �- i � TOP BERM = 700.00 I � � '"� I \ CUB T No. 1 I0 x oM77 (PE \ I \ P.P. ` • x d>D7.09 ,r SIGN \ W r x SO _ 14 "CAL 7 1,5 _ I 17 / �• i I 7tlp 5f RCP 0.5 68'X34"X58"H 3�.00 `• 1 dY7.,S7 T. AY ,�; .3/'-15'1 CwP - ...__,,, ` U I SEE S \ W j 1.7 - \ I 0 60� �� x70707 x 17 x qP\ \ 4 /`X x x 7VAJ4 x 701R1d x 7gRls! % ! I � dd7. r' x k d�RSB 7p1.J1 CL 101ei r � / f i x I / � � x - �.J1 � Y � �.•�x ��>' 6 1 1 NDC(TYP) x - 4 . U s x '""'9_. - r / x 70&91 x 5 P. -- - f -jr, . _. _ _xRdt - ._ _ 1L-�lt-� 4 to IL r - _ _ _ . x �, drIRJ1 f8'45 35 f�lr __ ._... __x `�' x 7va4 ' '�cnpr.crt ` P.P. x x _ _ ��/-�.-I dl� IORIhtY - i x AAR3f� OO � z 5 x r x _� s --- _ x x �X l.dd 7D� 10015_'� l J r"�rc � 70b 0 - -_ .._�� IMRss � �.55_ -� ye'�.� v r- 0) Pr) 70R 1 -- x 11 x -= -- M5'7 = pR rd - - _ x 7 -,7M07 -'.11 •.. M1.4111 _� o x r - _6 L 707.?7 .� ,d. � � ,ii' '- _, ..� ._.. ,.. x�?9�, � x � x - - .... _ ilgRrt/,. _ ._ - _ - - _ 698 9g '�'� N to 7DM x, iv N O _ _ - x� 'c 71L - - O- NIR'Sf ! ' 61 x 8M 7�cx- '" "0m_-_9__ '- -. - X U1 r .... 7dld<Tft1 x 7gR0i x� x ...■- �ZC^, .... x .rsAks�' �'� x INK d>P x �, X;, _ _ - , d97=��.� N N dS�tRdO _ ..---- -- N R71�5r / 707.i: _.._ X -- �zf. li L� 0 6DA73-.-r'NR x to - - �c x sRi`Ot7 0 (p 70R" + / / �c �x - - ll� - _ r sl al �..� •x• mm , • �e sllp 1? &V.7t7 - � x p - - -� _ �i171Rt? ,rt.. '� dAR� �, / -�6sd IX T E7 nwcE Qbltl��f - �c ' EI91tQt x E�ItL7X x gPme.. \ \ 0 _ o -• x --� lWC' r. X. v _w! _ - _ - - _ - - �3 --X - - 70? sf - Ol )O1.1J ................ - EX SMli1 EX G4SUN£ Ea CURB x - _ ` =x -da5 = - x i7 '� O x ��C _T7iP7PA4i AM9J , x 70135 7nR9�I j041 , . � 70x8i T1 ds .+.� x x �� EX CURB NO TOP x xZ7 _ -x' \ l rlw�7gja 1s1 0_ m t EX x0 gttd7u• 75'-13'/ CA CU 7{2j ` -A!r x x \ _t \ , v x /M!=70s id �. �� . EOP_ x x '' x X ?)£X 1 f9'-JO'/ frCP d". 0 0 MRdJ 707.17 i . �•�•� � 7GtxGts x \ 717f.1� 439.53' x 1 4 4 t PROP. EOP x 70R - P.P. � 14 x x x 7CJ7. kl x db x 70!! s/ x 70A A7 7 ' x 70* 701 x5 x 7n1.Y3 d5l�st? dR'�Of ? i N jOT ( n n n C _ EX �� x EXISTING EOP CONSTRUCT NEW 75' TAPER \ x I l� l" O +J 0 208.38' / PROPOSED EOP x d x I q: JO'-2f 0 CUP 1J - PROVIDE ENTRANCE TAPER AS ENCHMARK: TO EXISTING ENTRANCE. GRADE \ I � � N DIRECTED BY VDOT. NAIL IN POWER POLE � 16 SHOULDER AND DITCH AS REQ'D. \ ddTJf M121 i a- Z I SEE SHEET 9 FOR ADDITIONAL DETAILS. ELEVATION = 698.85 SEE SHEET 9 FOR ADDITIONAL DETAILS. \ N O C � I x m7„),* COORDINATE GASLINE EXISTING 75' TAPER 1/VK�B94 rl dVK` 36 n C 0 U U (?�-{ CONNECTION & ALIGNMENT �y,N' N = SEE SHEET 9 FOR ROUTE 661 IMPROVEMENT DETAILS WITH UTILITY s _ v EROSION & SEDIMENT CONTROL KEY O0 M Cf 107.2d _ I ya. Sec �x . Rte. 661 - Wellton Pike I I Variable Width R W UNPOSTED SPEED LIMIT .sf C� 0.43 MILE TO ROUTE 11 SITE DISTANCE a 350'+ SITE DISTANCE s 3501+ --------- ENTRANCE DESIGN SPEED = 35 MPH 40 0 40 120 Scale 1 " = 40 ft 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION X 3.04 STRAW BALE BARRIER $� C F---1---�---� XX-- X x 3.05 SILT FENCE CULVERT INLET INLET PROTECTION )� 7c 3.17 STORM WATER CONVEYANCE CHANNEL, 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS 3.30 TOPSOILING 3.31 TEMPORARY SEEDING _ 3.32 PERMANENT SEEDING 3.35 MULCHING Q a ALTH 0p 6 Ica,� JOHN C. IS No. 021621 QA,SSIONAL SURVEY: C. I.: RITCHIE 1' SURVEYS, INC. DRAWN: JOB NO.: JCL 9609001 SCALE: DATE: 1 "=40.0' 20DEC96 SHEET: SEE "SITE GRADING AND STORM WATER MANAGEMENT PLANS" DATED 30SEP96 BY L�./ 1 O PAINTER-LEWIS, P.L.C. FOR EROSION AND SEDIMENT CONTROL DETAILS. STORM WATER DETENTION POND EARTHEN BERM & OUTLET CONTROL STRUCTURE N.T.S. TOP: DI-7 W/ TYPE 1-A GRATE ELEVATION = 701.00 ENDWALL: EW-1 PROPOSED GRAD 6'- 18"0 CL III RCP ® 0.05% INVERT IN = 697.00 INVERT ® BOX = 696.90 P�-_---� NO PROJECTION OF PIPE ARCH ABOVE GROUND LINE MD sr F1n I•• .1 id - 1 Frll� r _� o.owd i --- - - 'C1°�`R!' _ rw•4 ! «. - � Glade n••� _- "______--_--/) ��: �• -S - --. y � -r,b E e. �� S lE onn W�wrI rm«e ape a e. ., v .a. on olaau e % FOUNDATION SOFT TRLOWG. OR NORMAL EARTH FOUNDATION ROCK PoUNOATION OTHERWISE UNSUITABLE YATF RIAL PIPE ARCH PROJECTION ABOVE GROUND LINE Tb. •1 Frb- ToyW iNl 7p of F11 Y«5 --s - Yi s: _ Gl, lwLM�ra s s -we•.•a Jy ! MIN, -tc.. .. f Eo-m .-a."\ref rr• •Y•n •` / �i//, R"O At . " JJ nam 1.6ol W fMOY.,eI 0.- NORMAL EARTH FOL'.6' 10N F0INOATION SOFT. r4LOIN6 OR ROCF FOUNDATION OTHERWISE UNSUIIA•LE MATERIAL - 9.4.ne a,oN,..l ,n xoor 0.nc. eN% 1—— lO'a, M M Ibe eN0 bn.y. 3ywhalorn - eocsne ma«b� ,n oc<Y.Anu em S.cuon 302 02 el as RMae.e •rlq. bpecltl[albnb EManw,.r. %• s• 36' I., S p.ol« Ilan 36 % • S • 24' tw S 1wb 1.- 35- n • n«aId or cow, n.aba.d Ira. lay al m"Inaa. ue.relw. to Ln,bs.a e.aa. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION RFFERE NCE PIPE ARCH BEDDING 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 03 Sheol 3 0l •4 -- - - END SECTION 12"-60" PIPE rw.aono"wI.W I.cIYIY �SpVo•YW on ~.NI _IIv . X, - x 4000 P�'a Mn PLAN C 0 1 9or o- •I"1 � r SECTION X-X END VIEW END -SECTION, OI"AM A_ a t2' - --d- Z•d IT g' Z-V DIMENSIONS C _ D E td 4'•d Z�•o' r.9 4 d i Z-6' aY I-9' S-�• 2'-a r-r d-6 ALTERNATE END -SECTION 12" - 60" PPE I ES_ I ,sr• .n4 on ouhrl .,e. -- -soya «,a w•IAne 1 . --,�-- -I _1 X' x E Car,c+e to robe 4000 PSI Mn PLAN C 6 Ft-7. 7- - A , I---- - D SECTION X-X END VIEW fOeiYr`_._ '--� IKJi E Npa r.glM vo.n y, pY,y w. -_:= _-•--"'-T' .r ` W.b.YJ EM� ncn M«Yn ono• n _ 1 on Yle i [.,rII Nala 1 �`��\�- lane• m• mwlwlb a..yn w,.n "n -�._ _ _-._.-.- ._._. _ ___- __ IW teylrl, w,ylba v1 W rWK•e b, SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT oe --------------_---- TRANSPORTATION Notts "H"may be reduced unit "X ••reaches o mmlmum of 4"whers endbgll I4.Itw.S I.vrn9 b.vegJ "+' by «nob o.<.p «nor• a contl,cl .,n EW_IIIA ronld prdlruM above shoulder 1r 4 In no case shod top of WW- wan prgact nova fill slope, mien slope, Ur shoulder G.va soU• a r.4ub•d m, In. u..a,..o .l In• •"« -d ,A It. This deco way be precast or cost in place. cw-.art I wt»re It. III- «x.r. Ih..w.e" 1 .�dd 11� All calsen pace eaeoeN a be Class A3 For Precast See ShSheet10102 y This award bob* used With strosi croswgs old Oil slaws (04 to456). IWAdw.n .l In. o- W1 •nd ar �h ",. wrr.,l n,.v w •ono, .,•,,... A Ad" L I •da. Ill Shp. to b. be-4d -•1 -Ih many -- -, F-- A -- aw cbwlFer Web "en.ay e► aa- s _. Is-. _ H 3__ e= .- -I_ ._. --_0. not b•..I mv.o FRONT ELEVATION �' '-I Note. On .h"lol• fins, where endwolls we I• Or hi below shoulder lire, the END ELEVATION lop of the endwon shill be constructed potatel to the grode of the rood. • ` 12s•1- dY.TMI« _ , d' t r. - _--7 E W-1 r. --- - - E W- IA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" f5 18' 21'a24" 27ftr3 33"a a-0" C --- - 0 1 4e - i-0 I'-T' I'-3r I' -if ---- t'-6' 202 -..- . 2=0° _- -- F lY-e 0'-6' 0'-k 4.9" _ 2'-Il" 31-2" 3-9' - r -V 41-1. . t � - 41-0" o•-r s' O" W-r s'- d o•-2 yr Sit& O"r _ldL 01 V _ 12, 0` o•-� yr b a•-f 1I4- 0•-i v4. 0 -- y- - CU. YIDS. CALf�el Q.ZS7 0.492 0.521 105. 04 302 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"R14` ads iSr 34 b22" s ,e 4e.27" ' 4!i%32" " ' -.0-10_ O;R 0'. iI"_ 1�-Q`_ %0 �_0" •., 1/Y. 0'-r a'-2 1/r 0'-r , -0 a'to 0' r aJ• a 4 • C 4 Ier CONCRETE - _ b o'-t Ter o 2- or 2 ur w.2 fir r-r �oeaT 1319 2067 2.94T CU. YOS. CONCRETE 4739 1 9e'.198 3.145' 0502 0055 236 1500 161J STANDARD ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT TRANSPORTATION j Ray L:ne C l02 02 L GRASS LINED SPILLWAY TOP OF BERM = 703.00 EMERGENCY SPILLWAY PROPOSED BERM (SEE PLANS FOR LOCATION) 10' Min. ELEV. = 701.50 - - - - - 2 ENDWALL: EW-1 1 / 48"0 MONOLITHIC BASE SECTION I Skirt Section I _ P -- AN ELEVATION 24'- 24"0 CL III RCP ® 0.05% INVERT ® BOX = 696.80 INVERT OUT = 696.68 Connector Section Reinforced Edge V 201,110 oR. -- - 4 Wtle-e Flared End-Secticns are to be used with asphalt cooled and Dowd metal plot. end sections do not need to be coated or paved. H 1 Toe Plate OUTLET RIP RAP DETAIL N.T.S. END WALL STONE- VDOT CLASS II ALTERNATE CONNECTION Poi Lha -- - aa T hreoded C s ; ti0d sa. Lug Toe plate to be punched to match hales in skirt tip. 3/6" gab bolls to be furnished. Length of toe plate Is Wt 10"for 12"lo 30"dia pipe and Wf 22" for 36" to 60" dto pipe. Skirt Section for 12" to 30" dla pipe to be made in one piece Skirt Section for 36" to 54"dia pipe may be mode from two sheets toned by rivet Ing or bolting on center hte,60"may be constructed In 3 places. Connector Section, Corner Plate and Toe Plate to be Sarno sheet thickness as skirt. End -sections and fittings are to be steel or aluminum alloy for use with like pipe. e -Approx 2'/z I Slope � I I I i -_ `-- TYPICAL CROSS-SECTION T PIPE SHEET THCAWSS -- --' D/�4liS101•S p0. IA 6 H L - W C 8` " Too STEEL ALl2" - TOL -� � - PIOIe 12' . 064 ` 060' 6. 6 6 21 24 24" 41 'S I 24 36 �s4 �.o>g' to - le -30` -Iz e4 loz 36* FLARED END -SECTION FOR 12n - 60n METAL PIPE12CULVERTS REFERENCE_ SPECIFICATION VIRGINIA DEPARTMENT I 302 o� TRANSPORTATION Ain. CULVERT NO. 1 PROFILE SCALES: (H) 1" =50.0' V 1" = 5.0' 0 w U Q 705 705 z w U -PROP. GRADE 700 700 695 _ EX. GRADE 695 50.00 -23" x 14" E LIP. CL IV RCP 40 0.5% 690 _ 690 685 -- - -- 77 685 O O - ------ -- ---- - W U) LLI (n p O Ln W -- Lit N O I rn O Lr)II cD O LL.1 O Z LILJ Q O> Q Of O> �Z U) () 10+00 11 +00 STORM WATER CONVEYANCE CHANNEL N.T.S. CULVERT NO. 2 PROFILE SCALES: �H) 1" =50.0' V 1" = 5.0' 0 (n 0 w U U Q 705 LIJ z 705 z -PROP. GRADE w c.) 700 Ex. GRA E 700 695 695 (4)- 0.00'-38"x 4" ELLIP. CL it RCP ® 0.3 5% 690 -- -- - - -- - -- 690 685 685 Z Z Z Z O O � O CD + CL te 0 +III o U ll p U� Z Fes- > > Z N 0- In a 10+00 11 +00 /DOT EC-2 (JUTE MESH) -ULL LENGTH OF DITCH DROPOSED GROUND (4) 38" CULVERT NO. 2 RIP RAP DETAIL N.T.S. END WALL • owl= MIN! all STONE VDOT CLASS II FAIN. 1�. Q z V x {.i. � Z O O Q Z U O W � w W U LI LL1 O ta. n d C=j N 0) Q) N 0 to �N i I N N U 0 p c0 Lo -0 C �� D .5 LoLn Lo Ln r >` � a-` C ui 0 u°� aWi -C � a � N U U O •E 0 InLL Q a 0+- 0A TH OJP 0 JOHN C. LEWIS a No. 021621 Is o��sSIONAL �Gti Su NA C. 1, NA QIO o� DRAWN: JOB NO.: JDJ 96090001 SCALE: DATE: AS NOTED 30DEC96 SHEET: 5 10 ca FIRE LINE PROFILE SCALESi (H) V =50.0' V)1°=5.0' 730 730 0 W a- J U 725 725 0 0 0 d m 720 720 c CJ 715 715 P P. 18" STM. SEW. PROP. GRADE IN =708.14 6" $AN. SEW. PRO . 6" SAN. S W. RO [PROP. INV=707.1 9 INV= 08.07 EX.32RADE ,® ® ®� ®� 710 Df 1CLEARN ®® ®® � ® P OP. 18" ST . SEW. ®® ®® � ® ® 36" N. I =708.84 ® ® COVE 705 F 18" MIN. 36' MIN. 703 7 8" MIN. PR P. 10" F 21 CLEARo PV WATER PROP. 8" DR-18 C90 PVC PROP. 8'° D -18 C900 VC t� ®O 0 WATER LI E WATER LINE PROP. " R-18 C900 PVC R ° WATER LINE 700 Q m 3 ® > P 95 w z 00 Q LL V)w w cn 695 c� w - Q iw w ui U- O a ai z z X Z LL H F- F- w Z x e WLJ m m 1 uj 00 s 2 Wx m 00 0) � X 00 x x � a Q 00 X X 6 00OUQ O M C14� (_ o + + + + + + + + + u' + �' } 10+00 Oo 11+0 12+00 13+00 14+010 15+00 16+00 17-4-®0 +00 R9+00 20+00 21+00 22+00 23+00 r0L_ o ea 5 FIRE LINE PROFLE WATER MAIN. PROFILE SCALESo (H) V =50.0' SCALES (H) 1® =50.0' CV> 1 5.0 (V) 1° = 5,0' ro L r 7201 720 720 720 da 0 715 PROP. GRADE 715 715 713 +r N LO _ EX. GRADE V) N I `O I ® EX. GRADE v (0 N 710 710 POP. GRADE 2 O 0 E OLO 36" MIN. 36" IN. COVER COVE s . ® -5 705 705 705 � ® 18" MI CLEAR 705 `mil u, 0 0 o U r) PROP. 8°' R 18 C900 PVC ff PROP. 6 SAN. SEW. 1 MIN. CLEAR WATER LIN INV=703.7 I 18" MIN. PROF. 8" DR-1 C900 700 PROP. 8" R-18 900 PVC CLEAR PROP. ' SAN. SEW. PVC WATER LINE WATER LINE 700 700 INV=70 .72 I 700 PR P. 10" SDR 21 P C wi WATER LINE V) Z,'TH op 695 W � OHN C. is W + J � V) No. 021621 (1) Ln Q W W O e- W J � Q � �®� �b 3'I®iVAL Of I—V) O z z J o z w Lu 0 W ~ w O w w W o m >J a �Z SURVEY: C.I.: z o z �- e I N x , m RITCHIE NA = m x in 1m w o o Q o SURVEYS, INC. - rn x oo ®, x O N 00 N o o w DRAWN: JOB NO.: O �, a, N x > x x X > "- - JDJ 9609001 O Q? Q, o0 0_ 00 0o o W 0 o �n + u' + + + L0 r) 00 It o �- m SCALE: DATE: + + + + + + + + + SHOWN 30DEC96 24+00 25+00 26+00 27+00 2 +00 29+00 +00 1+00 3 +00 33+00 10+00 11+00 12+00 13+00 SHEET: 730 725 720 715 710 705 700 695 SANITARY SEWER PROFILE NO. I SANITARY SEWER PROFILE NO. 2 CALES, (H) 1° 50.0SCALES, (H) i =50.0' (V) 1' 5.0' 1 11 1 1 1 11 1 1 1 1 1 1 (V) 1 = 5.0' OR. IG RAD E PROI . 444'-6'0 JPVC SCH SAWSEW. ® 1.0 % ROP. GRADE REM EX. GRADE PRO . 103'-6"0 1 PVC SCH SAN11 SEW. @ 1. 0% = o I w O N F- D 00 O U O Lj Q - o Z II II V) II L U > Z to � — W N z_ c0 W m 0 0) 0 O Ld m O Z 6 11 N O w ` 00 p r c6 r` II II O .- N Z OO � z O II - O (0 � U OO O N h N C) U o°' + Ozz 't N oII +K o + + + + + 10+00 11+00 13+00 1+00 10+0 11+00 12+00 STORM SEVER PROFILE 3A SCALES, (H) 1' =50,0' (V) 1' = 5.0' 3 723 725 720 720 715 715 PROP. GRADE EX. GRADEA 710 710 i ROP. 8" W/ 705 705 ROP. 50.00' 18"0 CH 40 PVC @ 1.00% 700 700 0 695 a 695 w u- 00 w O w cr- w o ~ O w�'- o z0 Z ~ d n LLJ II m00 o�- =Z op O I o: Load 10+00 11+00 STORM SEWER PROFILE 4A SCALES, (H) 1' =50.0' (V) 1" = 5.0' 4 7251 ®25 720 720 715 715 PROP, GRADE 710 EX. GRADE 710 705 705 PROP. 0'-15"0 CMP ® 2.00% 700 700 Z 0 Z 0 U w U w 695 cf) 695 w w N N w w o N � O 0 O I o O 1 o 4 + + 10+00 11+00 STORM SEWER PROFILE 1 A SCALES, (H) I' =50.0' (V)1'=5.0' 1 715 715 710 710 PROP. GRADE EX. GRA E 705 705 PROP. 32. 0'-18'0 700 CMP 00 1.0% 700 695 65 0 0 L) (~J LLJ V) w rn w w N N (1) w v) w x w o CL a- �0 0 r II C) II C; >: r) Z + + 10+0 11+00 STORM SEWER PROFU 2'q SCALES, (H) 1' =50,0' 2 (V)1°=5.0' 725 725 720 720 715 715 F- PROP. GRADE EX. GRADE 710 710 ® 19' MIN. CLEAR 705 PROP. 6" AN PROP. W L 705 PROP. 1 0.00'-18"o SCH 40 PVC ® 1 00% 700 700 0 H 695 695 w w 00 uj 0 O w ~ O w wa-00 zo {_- ce O 11 W (0 m00 o� = Z > 00®11 O o O z o 00CLz cr> + + 10+00 11+00 12+00 STORM SEWER PROFILE rJA SCALES, (H) 1' =50.0' (V) 1' = 5.0' 5 7251 725 720 720 715 715 PROP. GRADE 1® EX. GRADE 710 705 705 PROP. 4i 0'-15"0 CMP ® 2.CO% 700 700 0 0 U U 69 5 `� �' 65 w w N N V) w o a N 00 o n o 0 r II o II Z 4 Z A 1®+® 11+00 HE O CL w Ca ca w w q- I J JJ ® 0 C� rag 0 z <t 0 •� Q � o d �5 m �6 U w O x CL 4) 0 n �(0 � N (t) N N I 0 (0 (0 O ® (0 ZZA 0 C O ®S �v N c s E 04 a 'N O U 4)U ,r v JOHN C. EV4IS No. 021621 Yoh 011,E - ONA,L SURVEY: C. I.: RITCHIE 1' SURVEYS, INC. DRAWN: JOB NO.: JDJ 9609001 SCALE: DATE: AS SHOWN 30DEC96 SHEET: /1 O HANDICAP PARKING STRIPING LAYOUT N.P.S. NO PARKING SIGN F.L.S. FIRE LANE SIGN NOT TO SCALE NOT TO SCALE NOT TO SCALE BOLLARD DETAIL SANITARY LATERAL CLEAN -OUT DETAIL VAN ACCESSIBLE NOT TO SCALE NOT TO SCALE HC SIGN � HC SIGN No ---12" x 18" STND. NO 12" x 18" STND. SEE PLANS FOR BOLLARD LOCATIONS LOCATED IN TRAVELED AREAS PARKIN P FIRE SIDEWALK DETAIL LANE _ 10" DIA. CONC.-FILLED STEEL PIPE NOT TO SCALE END OF STALL - STRIPE OR CURBING ___ PAINT COLOR - YELLOW EXP, JT. MAT'L 5'-- PROPOSED GRADE OR AS SHOWN ON PLANS TYPE B, CLASS I, SOLID BLUE 48" --STND. U-CHANNEL POST I ---STND. U-CHANNEL POST .. ............. 8. -- TYPE B, CLASS I, WHITE SYMBOL PER ADA 84 84" �- FINISHED GRADE �1 PER PLA S Ok- CURB(TYP) THREADED END AND CAP �-- - TYPE B, CLASS I, WHITE PAVEMENT MARKING, 24" ;- 4" CRUSHED STONE 4" WIDTH, LENGTH AS SHOWN ON PLANS. ----- 24" DIA. CONCRETE 3000 PSI (3000 PSI) 4" CONC -- ( ) 6 x 6-2.9 wWF(1.5" MIN CLEAR) ----- �- 4" RISER (LENGTH VARIES) 5.00' -PROP. GROUND -PROP. GROUND 4 X 4 X 4 WYE OR NOTE: 30" 30" NO LUG 6 X 6 X 4 WYE � ALL CONSTRUCTION SHALL CONFORM TO ADA NO PARKING TATPEND ROFPLINE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PARKING FIRE SANITARY LATERAL LANE FLOW HANDICAP SIGN DETAIL NOT TO SCALE VALVE BOX DETAIL 12" x 18" STND. NOT TO SCALE -j 'ate' Cost �n place access Coara ' 4' diameter man.•,oie vAw stondard flat top for j RESERVED centered in top I ! I PARKING RESERVED �- finished grade cones , � Zma: at propoerty line PARKING I 3' riser ,«tara for - ---- STANDARD POLYETHYLENE --STND. U-CHANNEL POST RISER WITH CAST IRON LID � �l road -'ay box I 4' diameter monhok U VAN �- ar.TWO r with cutouts (OR EQUAL) a mr rn .n . "• " Ford 'CHH7'K-156 84" ACCESSIBLE�, ---I r_ I I 2' min I I am uand tau) r type N copper I l t 2' custom setter uDmQ ono romt (meter by pCSA) VAN HC d �. rrmo mb, to Z ACCESSIBLE SIGN SIGN WOO will 'c' �orpotaticn - \- r.ndr rnllprn _ stop -- PROP. GROUND gal. ,•w.aea...- • ,.a.w.aao, - udL.aa.E.lone h.dmrw _ IYYI__S;Ar_I I1.E.leIYE.�P1.uSi bat! valve curb - _ W 3 In r., a .,00e b,n,►,a rM amrw may be rr,appad "m � parr•r+ar«�. and M mna«a Oawrad to cnanplowly w wd stop with F1P f O" the raw and ro •not«"rwdw o end .m.a. pp. rater main ends. with 2' e ro pak"r O ST&E 1t»a wY TT. pwrp Mn«uW,u •p- - 1 a- min k. 12' a.0 ia• / ao. net u d.a naa aoE arri r.maem w ahor" saa dug below w, A e c down i its vane operating nut under custom setter / /J CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS stone bedding -� ptrH Pkpa, Wyra. a 11 1/4• xnd 22 1/2° 46• rand Da• --- Ta4N Bsnd. gsndle ' A C A 1 • in non -traffic area 6• 1'-0` d-O' I'•3' 0-Y C•i' 0'-9' 1' 1 0 Y' 1' Y' " ' t trench width -1 8' t'•3' 7-0' 1'4' W4 0-Y• 7-Y• r'!' 0�-p' 7�3' s door - Itd 30• x 3(f access fWcy model SIR3030, or our approved equal Q O_ m traffic arco Z Z as required ® t0' t'-A• I -u- 7-3' 1'•0' 0-Y" t_3' t'.y- 0•p ra• 24' x 24" hoary duty access door - Halliday model HIR2424, or our approved equal 12' 1'-rY 1'-0' 2' E' 1'•3' 1.0' 1'-e' 7.0' 1'•0 3 •a Z ,^ t4' 7-0 t'•rY 7-0' t 4r 1'•0' 1'41' ?!' I1•0' r-r H N ' •• •a,. 'dia schedule 40 - •* ts� 7-3• 1� 1'•e' 1'-0' 2'-0' 7-Y' 1'-e• rd' ' i' steel pipe filled with - ,•• 1. re• r4tr r-3• a41r n'e' r3• r-o• r-o• r-3• r4r CUTOUT DUAL ;',� •� �. ; concrete and painted 9 20• 7-0' t'-e' r-o' 11'•0• 1'•f<' 7•0' 3 3' r'41• s' o Q yellow 2 - - - - -- ---- -- - - < ry w r i 1-ur-r fau W BEtlBS 0 concrete �3. _ 1 V7 EDd 7 METER NSTALLA d. 0 encasement so#. n raa afar Sell , rw �a a T� Q Z / -_ concrete thrust block ambaea.d to avr�at. hunt bud @QLLARD DETAIL Amended April, 1996 EIrTaEn SS TIM S17E H4 Rorie EiHrINL N1 Q ~•/ IratEss e 2 acr Q W Y ,�•. 2a' 8 2 �• direction of Setting to be approved prior to installation YEflIlCrAL@I:NQS FrrTIN(3 YOLUME OF THRUST BLOCK IN Cu�YD�] Q J W 1.3 s' - 1.1 za CO as r uhed -- concrete pad t' 6" sq c 6" deep THRUST BLOCKS FOR VERTIL'At to* - 11 3.7 W _._�.. __.. _ __.-. UP BENDS SHALL BE T/fE SAME t2' - 1.2 :.a a.a AS FOR )IOR17C.7rtrAL BENDS. I• 0.6 1.7 3.Y 7.4 O 2" min. 6' max. 63 20 zz 46 7, 2 171t7t�•� - GATE VALVES GATE VALVES - CONCRETE THRUST BLOCKING nntrRlt:AN type Figure 2 DARLING screw F u I - adjustable "' Indicator Posts Indicator Posts ° one i __stone to be minimum valve box j f� of 6' above top of base data }„•, y American -Darling has available a full line of 4v N P7 ti.�:. ';ill ..• a� ai Qi AMfRICAft "()per) shut" indicators approved by Factory -1 Ll DAli (p . . . . . . :; , • tr :, .r' , - 4 Mutual aril listed by Underwriters' Laboratories L. N ,:-•.-' • t{ •! 4 a for lrsP.. with gale valves 2." through 14" these ,,.`� +' 1;Vin In 1... a' .. • ' s ti ; i_., . + general backriii indicators are post type (Style 1) and wall type • ! ' . ,} , •j ; i '• } > v . general backldf l L. mechanical tokr (Styles 2 and 3). All are essentially non-adjustable . •, swivel tee with O D. D anti set at the factory for the specific trench appli U 0 6 branch -� a• a- cation. They may be used with valves of other '_ nianufacture as well as American -Darling valves. -0 - 0 24' car"* compacted 124" carefuly compacteo � Modified posts for higher pressures or larger size � D »' �W badcfll )-ieled backfid valves are available upon special order. - 4 _ t t; po spec a ode . Consult m to In FIRE HYDRANT ASSEMBLY O D J aggregate { 6- I factory on application. 0 ... � O.•.' • '•• .N .� L F ure 9 1 0.:.,. 1/20.D All working parts are interchangeable on all +' N Q) Qj threestyles ofindicatorpost s,Inc ludingtfie entire � C 6' 6- operating head. 1 he top of the operating nut is N -C store aggregate - corxxel stamped with the size range of valves it will ac- -C CL STANDARD a cumrnodate (namely 2-3, 4-8, 10-14). Change in N U O CONCRETE GRADI F direction of opening is effected by reversing target O •= v 0 plates. Optional handwheels are available instead of L-shaped standard wrench. Locking of indi- general backtal general backfill " calor and valve is accomplished with padlock concrete pad 1'-6" sq. x 6" deep (wrench operation) or padlock and chain (hand- 0, wheel operation), both to be supplied by cus- e" -B' 8' lonier. I 0 " 24• carefu#Y compacted carefully - - It necessar field reduction of trench de th on DIRECTIONS FUR ORDERING al ru ei concrete backflll compacted -- 124• Y' p 11 select backfiM 1L post indicators can be accomplished by cutting 1. Quantity. 2. Style. 3. Size of Valve. 4. Dirac �8• off equal arnounts from boltorn of 4" pipe barrel Lion of Valve Opening. 5. Trench depth (distance aril to of 1" square stern. Increase of trench from round line to Invert of pipe for Style 1 or LTH F O.D. O D I 6" P 1 g f C Y 1/2 O.D. depth is best accomplished by ordering a new dimension A for Style 3). 6. Wall thickness (Styles A screw type #-. r -:�-;c;' � adjustable valve \ r �- T pipe barrel and extension rod giving valve size and 2 and 3). 7. Distance frorn centerline of valve to box 36" min. \ 6' _ 6• desired final trench depth. wall face (dimension 8 for Style 2 or dimension C stone aggregate \ concrete for Style 3). 8. It ordering replacement post with - Kai turf Ir7t O CONCRETE ARCH (Nun AcHuslahlr) out valve, advise if valve is 0-Ring style or stuffing U JOHN INS locator peg t CONCRETE FNC SFMFMT Lisled fry th"Iervrrllers' Lal.ualo,irc. lllc box style stem packing. ViIYE mtgalug i I I al.1 factory Mutual Research gawp. rust rvrt 1r71 wntl Typt ir71w No. 021 621 to main IM+r hrj,ytab.•1 than & "table) megalugs repave to 1-1/2 trines; tin) Gy Ihvlav llNs' 1 alx atorfn. IrK Listed by u .k,v"pMs taha am x.. k c v� original thicknese - Saw cut to be made f and nclory Mutual R,warch ca,n and FScpyry Mutual Resterch Corp v�1O mP. alt1C t 4 t f--time, off epiacemlerY. __ ,St __,. _ -__ p ,S f _- C - 1 e I rrxES n I FKXEs�jl 1' 777{ F a� nl ec l I ON o1 ec4�rl I ZONAL r• u 'y/t. �. �,){[ : Z tS�} (� �, :.:.:.::..'.....' �?ti�.} {��iL• ?j�} � if�:� "'_" -+•I F _ I --- �I� j. �. O.D. -- pit t - -- }� S - _ E. ir NA entire trench to be _ --- thrust -' - O block - 8"x 8"x 16" solid block _ �P�ed 21-A -- ---- - - •• QI M[ NSIONS I -NAIVE STYLE I •� A (for valves 1 2" and larger) �__ f� sttE A,"M ,mk, cmrn o DRAWN: JOB ;2",;� ;g �;;; „ JDJ 960E V.D.O.T. PAVEMENT REPLACFMFavT -y , 4 31 is s'r, 14 ..� 6 34v, 22'4 6 14 a 37•,, 2rr, r,, 14 12 SCALE: DAT jy 29 eve i r4 51------��•,� t�°r, 1� AS NOTED 20DEt GATE VALVE TRENCH 3 BEDDING 32 Figure 8 Figure 1 SHEET: i ROAD CENTERLINE EXISTING EOP BEGIN NEW STRIPING �EXISTING EOP IROUTE 661 — WELLTOWN PIKE PAVEMENT WIDENING AND ENTRANCE DETAIL SCALE: 1" = 40' INSTALL TRAFFIC CONTROL SIGNS AS o DIRECTED BY THE VDOT INSPECTOR. 0 o 0 B D O 100.00, RESTRIPE THIS AREA AS SHOWN ARROW DETAIL NOT TO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS STRIPING KEY REFER TO SITE PLAN FOR ADDITIONAL STRIPING OTYPE B, CLASS I, WHITE PAVEMENT MARKING, 4" WIDTH, 2' STRIPE, 10' GAP. B TYPE B, CLASS I, WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. OTYPE B, CLASS I, WHITE PAVEMENT MARKING, ELONGATED ARROW. SEE DETAIL THIS SHEET FOR TYPICAL DIMENSIONS. O TYPE B, CLASS I, YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 6" SPACE, LENGTH AS SHOWN ON PLANS. O TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 12" WIDTH, 12' CC OR AS SHOWN ON PLANS. OF TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. LA. l {( N O I w1 /IIr r rvr. r rr I•kr Q j M1 r.rr ...•r ww•r+ , f O r«ls..rr •rr M LAw cc At - - - P. a.K rw' I A [ •N r., i r. I r r Sl.rr, S.r. Srrr..A,yr rrr.rw cC �i LA.r'° �,,.,.♦ .sls ..r.Nrlw rw 6i` 1 a M/LM.IL lsraAc h.v �� j /01 'M At A/'PLXC i Sllr[CT •Fi /1i1.'..rrr r•r cor.LcrMS Also Cstr.LAns, •Ir c—srrr Lrlre L.i n.wCLir/k M.N.r✓ RADIAL PLAN r«. sA.... ,c a —MIX A " —, � IT Ll r or jii.r Q {yerrr.ra. . Sr f L ,/! � `••':ice: A TANGENT PLAN �o tart ..n •r—. S"'cs; I Mrs. r.a oWLS . S.I►•rl Mr rI t, rr rrwr Cr. Ir+1r Ir M M •jam 'Prl CrYr/r 1�pNr •. M •/ls•Url..l m N.IW,w. M•W/ I.M. r .airlsl ✓!r r/Ir .r`ls/rr,. • 2• / .r.. rry r wY M Mn+ I r• M.1. AIM NM 0. l.rNr /'r l.rgr I r M L r at r-♦ rwr n..► r...r r.r.r . ".✓— ••sr r a.. w r ..rr •ww.. LG! fff��T /.i ` W. - Lrr .Yu I a•r �•q N w I..r •rwwarl .w rw► !r r 1 ••✓M /r ,�_�_ .� r.rw wsrls.ab, Also Ails r.µr Ma ' /lay tr I. r.rr.IW rr,r r /..MI !r KYYI r r/Af rp,r /Irr rM. rwAss -du .ISM rw [terms ..or r.nr r rWr •4 SECTION A -A o e. ►« w r 14rr er. r. w r r 1 . / o— r rr w .row• ✓ar d r ,.M /asr r Nr h Irr> rt-. or r.ls. lrr. KYr r•vrr sr I)j'. f r 6r.. Its, w. Ia— .r r •_..✓ rr .+rr rr r nr...r.rr ,rrr rls., r.r ro,.r�+r [owls • M1r.•r.r. C.rrls.Yti• Lrls.rr SwrrM w [•ar•I r.r'•Mr •,r•+.... •.•plr, l..l.rn iAr. d/lr.•w A" C✓✓Y. rr PM• •r.. lsw.r.. r/e+ • ✓. I.wr r. InMw/ n M•w .:•�:1:: )• ,. - _ nIw .w ti aw(,wMw Also fl.rlrrr [G I r [i r. Iw ..rr 1. • w w• fr.wr r. :. --2- _ _ ._.''.r M wj. Y Ir rtt. ro• w+rllw also a.�M//4n SECTION ION a 0 0 Arow". ,... is aW— .. ,.�r•..... r.r • a.ra r. w r . r✓ .. ,.�........+.... a. r ^ w .. ors..... ..river»r..r.arr...rr Air rlwr IIr. r r w r ..Aver r lrr,.•Aw .w...r a..u..w . Also .rr. N• ✓ L`dW� lMn. r [,..,r •oP�.•• Ara. u.r.sa•arlrr, r.....Nw r.rr, I . Also ✓ . Mr•••r r.r...r.w . c.rr l./,..r..I r ...l,l.._ rr •.l.o... r. I N.—rr r ,rrr.s IrMr .r s_ r rrsAr. r+rr rti vrrr•rRti •.Ir.r rM rw r rove IArer�M nr•..r. l�vr . w. .• s .La eu Iw.i i�i .w w r. w .r rauq l..r. •.w., •• w u. a r.v s C.rrW .pT rrwa Is, • grr.a rr r.wa •Ar .ro r» rl.n r•rr.rlM. CURB RAMP JIYI r I MrL (PERSONS WITH M08101r IMPAIRML NIS) xv ..Irc ofPn.l.Ln a, r4Alss/o.l✓w N.". —toll) 262.50' TAPER C-6 (Rev. 8/95) PAVEMENT - ---- uaPxINGS - — E --_ TAP(TjIR h• TAPER (T, ) OPTIONAL TREATMENT (For Severe R/W Conslrolols) PAVEMENT MARKINGS TYPICAL PAVEMENT ! 1 ` E•—L r , MARKINGS STOW WI r w TAPERTAPER IMtn.TS' �{---IAPER (Tp l (T ,) — 'WO" nESrCN SPEEo , S (rtyw IIRT. tl" r, 2W 5So Sao 725 ILAQ." DESK;N SPffo . S fmp'J �J'Z1S_ T, 200 600 725 r C KxT LIM zm xo Nole s: I. 1-, Length of storage lane to he determined by figures C-1-1.4 through C-1-1.21 by capacity analysis for Lefty- Turn Storage, Minimum Length • 100'. 2. L - Length of storage lane to be as needed to maintain seed and provide smooth trafflc operations. 3. Design speed is the preferred criterlo, but ojRroling speed or speed limits moy be used if applicable, i. e., adding lanes to existing facilities. 4. Storage lanes are controlled by the turning radius begin point. 5. W I Some as through lone. W2 Through lane pavement wldfh. PASSING / LEFT TURN LANE ON TWO - LANE HIGHWAY FIGURE C-1-2 80 700 60 0 500 > Z 400 a 300 ° 200 0 > I .. 0 r■■>•N e ■a ../suss ■■■■.■■■ .. ■n a mwms.MMMklMMML6M .■m.■■uwom ■■ RON i wrow a■■■■■■■■■■■..�■■ �ia■■ ■■mum■ omm■■■.m■■ Emo■■■■� 5 ■■ui■LU■■■N■ • ■■.■ Moms moth, was�■■ml�■ U\0 1 1 on 4441111111111�ni■��on a aim■ on m■■a �■■■ �■■r�sImaul EN■un ■■■�■�■■�,�■■ IMMUNE■ nSnamm l al MEMOiMEMO soon ii mamnmHis ■°®■n ■am massi iiiiiiiiiiiiii � "iiiisiiimmmiiii■iiii�i�'We ®�®� •`. No i�■�iiiioiii■�ii■�iiiii►i■ s■asm ■iii I ■oroll. I Em■■■ ■ ■■ ■ ■■ ■ �■ ■■■ Big a is 0 0 so No Ik�s ■ ■■■■■sums■.■..amuseum ONEan MEMO so ME wasion aim rt VA ADVANCING VOLUME ( VPH) FIGURE C-1-1 5 I—• 1 4' . •. TM. ds" n"be Cam[nf a Itle opll.n W Ina ce.avrar ThIS Curb is la bo e.od.)lon design tpo.d Is 40 MOH or ices on Rural Ngn.ays and 45 MPH or I.- in Mwloped urban a subarbdn ar.ae. r`45"35 W tJ` 1 so- -100.00, LEFT TURN LANE t I... d �" aP••dl �• T _. — /TM Dotrom d it. _'t, and g.nM mar i» can.11-trd Para .4 to Ito rap• of w►- ..face cours- proriA.d a ml nintl.n doom of 7' Is Tantrn.d Nos/; Comm, otltL a ga W h.*.g a rodlur of 3wor Ins (MN Loa dare) *.a bo paid for a I"AW tat "sari— curb S Ilu"or T)Yb ►.ln ra" be wwai t or cat ti Non. Cdna.ss to br Class A3 if cat in place, 40M PSI If procalt 55.79' o I IO I Va. Sec. Rte. 661 — Well town Pike Variable Width R,/W UNPOSTED SPEED LIMIT 400.03' -- -- 247.90 S 18V2'37" W 11' PAVEMENT WIDENING ROUTE 661 LEFT TURN LANE DESIGN DATA UNPOSTED SPEED LIMIT. ASSUME 35 MPH LENGTH OF TAPER REQUIRED: 262.50' ITE TRIP GENERATION WAREHOUSE - TRIPS PER EMPLOYEE 0.55 PROJECTED MAXIMUM EMPLOYEES @ WAREHOUSE: 100 PEAK HOUR TRIPS: 55 1986 TRAFFIC COUNT FOR ROUTE 661 FROM F 732 TO ROUTE 11: 2688 PEAK HOUR VOLUME ASSUME 600 VPH TWO LANE HIGHWAY OPPOSING VOLUME 600 VPH ADVANCING VOLUME: 600 VPH LEFT TURN VOLUME 55/600 10% from figure C.1-1.5 LENGTH OF STORAGE LAND REQUIRED: 100, REffEflf)ICf•- COMBINATION 6"CURB et GUTTER b VIMNIA DEPARTMENT 502 J of TRANSPORTATION jO(O3 �- B_.. _ 0 -- 262.50' TAPER ROUTE 661 — WELLTOWN PIKE TYPICAL ROAD SECTION AT INTERSECTION NOT TO SCALE -- - -- -- 60.00' ROW ----------- - — EX. LANES — - PROPOSED LEFT TURN LANE EX. LANES �— 6 1 ' 2 Max. 3 �1 1� _18'45 *35" N! 3.55' ----- 100.00, RESTRIPE THIS AREA AS SHOWN 11' TAPER 1 4": 1' 6• 2 Max. 4 .,. � ® CUT PE CG-6 3 Max. 0 FILL SLOPE E' SHOULDER THRU TAPER AREA 1 I 165#/ Square Yard of Asphalt Concrete, Type SM-2A 6.0 - Asphalt Concrete, Type BM-2 — 6.0" - Crushed Aggregate, Type 21-8 (OR MATCH EXISTING PAVEMENT SECTION WHICHEVER IS GREATER) TYPICAL ACCESS ROAD SECTION NOT TO SCALE C.L. 12' 12' CONCRETE SLAB DETAIL (for dolly pads and dock areas) NOT TO SCALE L— -- PER PLANS — 6" VDOT NO. 57 STONE (3000 PSI) 8" CONCRETE (2) 6 X 6-6/6 WWF(1.5" MIN CLEAR) 1.5" - Asphalt Concrete, Type SM-2A 2.5" - Asphalt Concrete, Type BM-2 8.0" - Crushed Aggregate, Type 21-B COMPACTED SUBGRADE ON SITE PAVEMENT DETAILS NOT TO SCALE '.iL-LTt/ 1.5" SM-2A —i- 2.5" BM-2 - 8" 21-B COMPACTED SUBGRADE - I . NOTE: HEAVY PAVEMENT SECTION TO BE APPLIED TO ACCESS ROAD AND 24' AISLE TO TRUCK PARKING AREA AT REAR OF BUILDING. SEE LOCATION OF AISLE AND LIMIT OF ACCESS ROAD. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL PARKING STALL AND AISLE AREAS. SEE PLANS FOR LOCATIONS OF PAVEMENT SECTIONS. N N J Z W W � G Lai !� W Z > r- 0 cD Vf �— � � 0 Z Q rY I� Q Z25 — Z V 25 H Q ix 112- 9 cc Z V --� O Q W Q�oLLJ I.— ~ W W w UY d d p N N M :3O 0) (A co r r` N In to � I I N N N _(0 C/) 1--Z-A_y U rn � O o In Lo ° 1 C ai m AN V) s Q) 0 E a rn O C D M) 3 ILL N I N a TH OF O / � U JOHN C. LEWIS No. 021621 �SSIONAL SURVEY: C. I . : RITCHIE NA SURVEYS, INC. DRAWN: JOB NO.: JCL_ 9609001 SCALE: DATE: 1" = 40' 20DEC96 SII LT: 1— 9/10 In ZONED: M-1 ZONED: RA ZONED: RA ZONED: RA ZONED: RAC rxe e da- t4 A ! ^8 / r CO I 'ZONED: RA — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — - TRAILER _ .. — — — ORAGE - t oe ——.—.------- — - - it �-- -- - y, ---- - - ^ \ 135 PS I l i t rl t t t oeso i \ / a , \\ / I I i t+ it ZONED: RA ly • t t' oe.7s ~ ` ; + 1 i r t ' . Ij'AI I lb I ll `• 1 ZONED: M-1 9 PS 1 . tt / oa.70 ---I— --- — .za 11C.25 SHIPPINt DOCK 07. J g IG ®® 0 0 O 0 0 01'0 ,�, I rf 1t � ` `' ' ,, �` - I � ' -- --1T— � '--r— �_-- —•1 I ; � it I 10.60 • 10.e0 t I / I �/ \ \ , 0 {n I ,JF ". PROPOSED WAREHOUSE ) \ (3 c4 cy 1 STORK, HGHT.: 32.0'toI _ ,'�,' 1 1 t �I aN£ I w AREA: 1 S1 613.4 Sq. FUTURE WAREHOUSE 0 F.F. 71 %� / w N I 1 r ! \ tt 1 STORY, HGHT,:= 30' AREA: 4ft 5 F.F.-_ _ - ( - _ \ t 1 I I � � 1.25 �,a 4 ASL i I I \ \--\--.-_�--�♦- \ --- -----' PROPOSED OFFICE AREA — _\ \ --- --- Ai 1 STORY, HGHT.: 16.0' ''° C4: 9,812 �q. Ft. 7oa •�-- — '--- - F F � 711.25 a) o 07.40 4 H4 2 P 2 QP,��\ 3 QP 6 ASL 6 A ,�' — T1 I I ? � �� \ \ \ \ ,, � /'.- _ _. I � I � I I I I I � I � ► �t '' , I � I I I I I I �\, �• I 16 ASL /' f 3n. �� __ i I 1' t __-- --- ZONED: °J \ `' `ate".. ' • I t ,, � 1 ZONED: M-1 \ �_`j- --- — — _�'-- ----- _ --- — — -- ----- ------------------- \ wV our - 702.02 � � .\` ' ' ^� . r • ..• /' /" � ` / /' ,.._ ._•\ \ 't 60 180�_/ -- y --- _ \ — — � �� rx ,r, ,w�n� _ N W7T41 W - - - -- - \/& &V scut rat / I Scale I ,t = 60' / i PLANT LIST - — — -- - usz' z SYMBOL ID QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS AS 32 Acer Saccharum "Legacy. Legacy Sugar Maple 1 1/2" - 2 1/2" cal. B&B AA 44 Amelanchier arborea Downy Serviceberry 1 1/2" - 2 1/2" cal. &__R BCC TYP. « • JJ FI 152 Forsythia intermedia Border Forsythia 3 gal. cont. 15' CC TYP. IG 29 Ilex glabra "Nordic" Nordic Inkberry 3 gal. cont. PS 173 Pinus strobus Eastern White Pine 4-6' B&B 'CC TYP. QP 8 Quercus phellos Willow Oak 1 1/2" - 2 1/2" cal. B&B -- i _...; i p 1 1 ZONED: M-1 I NOTE: ► F1, ' THIS PLAN FOR LANDSCAPING III ,� t PURPOSES ONLY... �� ,�► ,�; � PLEASE REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL LANDSCAPE INFORMATION. ' I I t I I I I Z 0 W C) Q Z Z U � C > Q � N w � � Z Q U i� Q oU H � W W U LJ.1 O x d d O O N N t•7 O pt a) U)W .N � � I I N N N L. c0 (0 41 V) 0 (C) C � D 00 Q O 1 to a a) a) m _ s Q) 0 .E o C °' o U)3�LL_ © N O \vl 1`9 a f� ra JOHN C. "LEWIS a No. 021621 OA �SSIONAL RVEY: RITCHIE 1' SURVEYS, INC. DRAWN: JOB NO.: JCL 9609001 SCALE: DATE: 1 "=60.0' 3DEC96 SHEET: 10/10 Of ,a h ff e ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT D IA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION F.C. FIRE CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK rt TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC WL WATERLINE WM WATER METER WV WATER VALVE 5'R RADIUS IN FEET / \2 o � � !ems ��tiF�0 SI ED L•'ME P S 43—A— 10 S7ROTHE6pA 43_A_ C SUS R & 6pg N / AN S A DUANE M. ZON AMS IDO dc' THY RE S/DEjV AL // C NR.4p E /NARY-A--60c 4 _ i ZONED: /�'A//VES A-59 k�-1 / S F y E RES/DEjV A SE • ZONED: ;RA / L TA R. ' — ,� _ 77 RES/DE'/V77A / CARALL 43—A-58 ZO E-p: USE • N R,q- CHARLES L. MERRINER RES/DENT/AL iI I ZONED: RA �� '� ��; •� / — — _ — — — — _ �� USE: RESIDEN TIAL CEO\— ) FIB a® CORPORAMON I I p PROPOSED D ON FAC]LnY I s ;/ / f 151,613 SQUARE FEETOr \ \ \\ ®® ZONE, IN/,q, r,�C 9 /G`rF o'%ib \\ \ 11I PERMANENT DRAINAGE AND a I \� �� \ ��'��'°��® PONDING EASEMENT '01 d%'q 9 (l r�C, q I \ \ /TY C I I ZOA/Ep• OMPANY I \. coo USE VACq -1 '>ogs� yFs \� Nr �'',Q \ I f -- \ ILj f? 19 /- i l LEN 200 0 200 Scale01 ft .ex 9/ m eo 43—A-57 r----- LAUREL WOOD HERB FLETCHER ZONED: RA USE' RESIDEN 77AL 43—A — 56A F.C.SA. ZONED: M-1 USE- LIFT STA 770N 43-A-56 K & J INVES77i9ENTS ZONED: M-1 USE. COMMERCIAL 43-A-53 NORTH STEPHENSON, INC. ZONED: B3 USE' COMMERCIAL O/,Q 0/TY 9_I 43—A-54 ZO CnA it NORTH STEPHENSON INC / NEB• PAN)- i I 1, ZONED: M-1 ' / USE AC �T V I USE.• INDUSTRIAL Ll Gs •�o� `Si�G,j`g\ 11 9� /lo `� 11 ill 1 hI I II FREDERICK COUNTY, VIRGINIA �� n�— H!\ 1' y 0_- I <Sub \ I �.,. - ; VICINITY MAP ' WINCHESTER, VA 7.5' QUAD 1" = 2000' ZONING ADMINISTRATOR DATE A PROVED SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS FROM DATE OF APPROVAL. SHT. 1/10 COVERSHEET SHT. 2/10 NOTES & SPECIFICATIONS SHT. 3/10 SITE PLAN SHT. 4/10 SITE PLAN SHT. 5/10 STORM WATER MANAGEMENT DETAILS SHT. 6/10 FIRE SERVICE & WATER LINE PROFILE SHT. 7/10 SANITARY SEWER PROFILES & STORM SEWER PROFILES SHT. 8/10 CONSTRUCTION DETAILS SHT. 9/10 SITE PAVEMENT DETAILS AND RTE. 661 IMPROVEMENTS SHT. 10/10 LANDSCAPE PLAN _ ^� �Epppp{� fq' 1gy��gW�I �c`-'. .� �. `� /-d l t O V'eY "� � c� 7 � " JOHN C. EW1 ; cc Dpy OF PLANNING e `< � DEVEL�Od�1'1UT � � d No. 021621 c, r 302 South Braddock Street, Sujte 200 Winchester, Virginia 22601 Telephoned (540)662-5792 Facsimile (540)662-5793 JOB NO.: 9609001 SHEET: DATE: 20DEC96 1 /1 R GENERAL NOTES 1. The property delineated on this plan is located on Route 661, Welltown Pike in the Stonewall Magisterial District in the Countyof Frederick, Virginia. The developer of the property proposes to construct a 161,425 square foot 9 warehouse, assembly and distribution facility on 30 acres. The building will contain 151,613 square feet of warehouse/assembly area and 9,812 square feet of office area Site development will allow the construction of an additional 67,896 square feet of warehouse area. 2. Property Owner/Developer: Rite Aid Corporation Contact: Mr. Michael Morris 30 Hunter Lane Camp Hill, PA 17.011 Telephone: 717-761-2633 3. Architect: Crabtree, Rohrbaugh & Associates Contact: Mr. Harold Bedford Suite 800, 20 North Market Square Harrisburg, PA 17101 Telephone: (717) 233-0127 4. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. Contact: Mr. John Lewis 302 South Braddock Street - Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 5. Property boundary information shown on these plans was provided by Ritchie Surveys, Inc: The job benchmark is a nail set in Power Pole #16 along Welltown Pike: elevation = 698.85. 6. Site Data: Parcel Area: 30.00 acres,(1,$06,B00 SF) Zoning: M-1, Light Industrial District Use: O�U�= Warehouse/Distribution with Accessory Office Front Yard Setback: Required - 75' Provided - 75'+ Rear Yard Setback: Required - 25' Provided - 75'+ Side Yard Setback: Required - 25' Provided - 25'+ Maximum Building Height Allowed - 60' Proposed - 32'+/- Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 229,321 SF = 0.175 Minimum Landscape Area: Required - 25% Provided - 66% Proposed Building/Pavement Area = 445,000 +1- SF Landscape/lawn/storm water areas = 861,$00 +/- 4P' 7. Parking Lot Requirements: Side Property Line Setback: Required - 5' Provided - 5'+- ROW Line Setback: Required - 25' Provided - 25'+- 8. Parking Space Requirements: Proposed Warehouse Required - 1 per employee on maximum shift zT Maximum employee shift = 60 = 60 spaces Total Required - 60 spaces Provided - 73 regular spaces including 5 Accessible Spaces per.ADA Loading Space Requirements: Proposed Warehouse - 219,509 SF Required - 1 per 40,.000 square feet = 6 spaces Provided - 24 @ 12' x 45' along perimeter of loading area Please note that no striping is proposed for the loading areas. The area is dedicated to loading only. 9 Handicap Accessibility: 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. HC ramps off site shall be constructed per VDOT standards. 10. Buffering Requirements: �A The adjacent zoning to the M1 which requires no buffer. The adjacent zoning to the is Route 661 right-of-way which requires no buffer. The adjacent zoning to the tit is RA used for residential purposes and. requires a category C buffer. �A J 9 P P q 9 rY The owner proposes to construct a full landscape screen within a 2'5' landscape easemerit and a 6' earth berm in he inactive t buffer and set the proposed buildings beyond. the 25' active buffer. 0 Plants required: 3 per 10 linear feet; >50 /a evergreen; >33% deciduous; minimum of 3 species.; height = 4" planting; 1328 If/10 " 3 = 398 plants Plants provided: 398 including 4 species; please refer to the Landscape Notes. 202 evergreen (173 White Pines + 29 Nordic Inkberry) 196 deciduous (44 Serviceberry + 152 Forsythia) 11. Environmental Features: Wetlands - No wetlands have been identified on the site. Flood plains - No flood plain area has been identified on the site. Sinkhole i s - N o sinkholes :have been identified within the project limits. Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. No steep slopes have been, identified on the site. Woodlands - Woodlands are generally defined b the Frederick Count Code as including largely mature t i 9 Y Y Y 9 9 Y e trees n groves greater than 1/4 acre. No woodlands have been identified on the site. EROSION AND SILTATION CONTROL NARRATIVE 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and :Sediment control Handbook. 2. See plans by Painter -:Lewis, P.L.0 dated 30S'EP96 and titled RITE AID CORPORATION DISTRIBUTION FACILITY - EROSION AND SEDIMENT CONTROL PLANS for additional Information. CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible 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 those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. MISS UTILITY 2. The CONTRACTOR shall have approved construction copy drawings 9 prior to the. start of construction. At least one P PY of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698. 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 existin round surface unless otherwise approved in writin 'b a qualified soils engineer. 9 9 PP writing'by q o gi eer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to be placed thereon. E Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. 7. BENCHMARK: a nail set in Power Pole #16 along Welltown Pike: elevation = 698:85. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. Where plans call for snatching existing pavement in the public right of way, the CONTRACTOR shall provide cut joint or asphalt overlay as directed by VDOT. 10. All disturbed R.O.W. monuments are to be replaced' and verified' by a certified land surveyor at the:. CON:TRACTOR's, expense. 1 I` tr it' materials proposed for h 1 All cons uctlo aria afena s p pos d a the public ;right of wad shall coriform to VDOT standards and specifications.. 12. Fire lanes shall be delineated as directed by the Frederick County Fire -Marshal 13. The CONTRACTOR R shall obtain permission from adjoinin roe owners prior to con 'n n a Q p adjoining property P ducts. g any off site construction activities. 14. The CONTRACTOR shall coordinate the relocation of theexisting utilities with the appropriate utility company as necessary,,. 15. All sanitary sewer and water supply construction shall conform to the cbrrent standards of the Virginia Department of Health and the Frederick. County Sanitation Authority (the "authority"). 1-6, Water service will be provided by an extension of the Frederick County Sanitation Authority water main :located adjacentto the southern property line. 17. The CONTRACTOR shall coordinate with, and arrange for inspections by, the Authority. 18. The Authority shall flap, all existing water lines. They will furnish the., materials for and make. the tap. The CONTRACTOR must make applicationfor and pay the cost.of this work. 19. AIi site" and building'lightinq,shall be installed to avoid spill -over onto,adjoining properties. LANDSCAPE NOTES 1. Frederick County Landscaping Tabulation: Toning: M-1, Industrial Park Landscape Area Required:: , 25%t x 3;0 acres = 7.5 acres Landscape Area Provided': 861,&00 t/- SF oracres =.64; Parking Lot Landscaping Perimeter Landscaping Required: 1 shade tree. per 40 feet of perimeter parking perimeter = 1,264 feet shade trees provided = 1,264140 = 32(32 Sugar Maple) Interior Landscapi66 Required: 1 shade treeper 10 parking spaces total parking spaces = 73 shade trees provided = 73/1.0 = 8(8 Willow Oak), 5% of interior to be landscaped' interior area = 32,800 square feet required interior landscape area =' interior provide area landscape P 2. Confirm the locations of any utilities above or below ground prior to commencing. work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layoutshown on the plan. 3. Verify the quanttities,shown on the plant list with totals indicated on the plan. Contact the -Landscape Architect in the event that diiscrepanties exist. Supply unit prices to the Owner at time- of bidding. r r� subject to approval , b the Owner or Owners representative. Provide the Owner with a to from 4. All materials orb su JeY �" . P 9 each plant species and a list of the plant suppliers. Where any requirements are omitted°from the Plant `List, use plants which meet the. normal requirements for the variety according to the"American Association of Nurser Then. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae., and shall have adequate root systems. i i in h` theplants will a judged. Failure to meet . , , minimum sines against which t p b J ge a . 6. Sizes .specified in the Plant List are m minimum size on arty plant will result in rekfiot of ill"it cant.' P 7. Groups of shrubs shall be laced in a continuous uic wd bed�with smooth, continuous p p nt m , fk. _ o ont anus edges.. as shown on the in shape following r . pcurvilinearp ntou of the plant mass, Apply a minimum of 4 Ian. All mulched beds shall be a ethe co inches of mulch uniformlyover beds, Trees located within four feet of anj shrub bed shall share the same b , y a ed. Gradefinished planting beds so as, not to impede surface drainage. 8. Locate trees a minimum of 0 feet -from walls or walks, if possible. 9. Stake and guy all,trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9-galvanized wire guys with rubber hose connections, Stakes shall be 2" x 2" x 72". 10. Use shredded hardwood bark mulch in all planting bq'ds. 11. Remove,.all tags, tvvine and containers from installed plants. Roll back burlap one third on all B&B plants.: 12. Plant substitutions are permitted with consent from .the Landscape Architect. 13. 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 granular fertilizer per 100• square feet of area. Remove ariy turf, V, reeds or other vegetation completely prior to installation. 14. Plant all materials'in their appropriate season. The. Contractor shall guarantee all plant materials and workmanship for a period of°oine yearfrom time of,installation PRIVATE FIRE SERVICE MAIN PART 1 - GENEAAL SUMMARY This section. includes the private fire protection service main and appurtenances from a point 5 feet outside the buildiing at -the connection to the public water service line. The followingi s the name and address "of,the utility com an °which . roved`` s the water Y pry p e ter connection;` Frederick County Sanitation Authority 315 Macedonia Church Road Stephens City, VA 22655 (540) 868-11061 QUALITY ASSURANCE Comply with requirements of utility supplying water to the project.. Comply with local fire de`partnent/marshaf standards pertaining to materials, hose threads, and installation. Comply with requirements of NFPA 24 for materials and installation. DELIVERY, STORAGE, AND HANDLING Preparation for Transport: Prepare valves, including fire hydrants, ,for shipping as follows; Ensure valves are dry and internally protected against rustond corrosion. Protect valves against damage, to threaded ends, flange faces, and weld ends. Set valves in best position for handling. Set gate valves and fire hydrants closed to prevent rattling. Storage; Use the following ,precautions for valves, including fire hydrants, during storage: Do not remove end protectors unless necessary for inspection; then reinstall for storage. Protect valves from weather. Store valves indoors. Maintain valve temperature higher than the ambient dew point temperature. If outdoor storage is necessary, support, valves off the ground or pavement in watertight enclosures. PROJECT CONDITIONS Site Information: Perform site survey, research public utility records, and verify existing utility locations. Verify that,fire service mains may be installed in compliance with the'original design and referenced standards. SEQUENCING AND SCHEDULING Coordinate connection to public water main with utility company. CoordiRate with interior fire protection piping. Coordinate with other utility work. Y m PART2.Y PRODiUCT3 WATER METER MAiNUFACTURE RS .- General: The water meter shall be in accordance e o ance with Frederick Count Sanitation Authority Y Y Available Manufacturers: Su) p q, g prpducts that bject10 com liance with requirements manufacturers offering specifications. may be incorporated in the Work, include but are not limited to the following: Z M n r r ,: Subject. li n i requirements, rove r n a ufactu .e s. je. t to comp a ce w th require. ents, provide products by one of following. ANCHORAGES Gate Valves: Clamps, Straps, and Washers: ASTM A 506, steel. U . ,. Amer,-ipan Darling Valve, Div: of American Cast Iron Pipe Co.W Rods: ASTM A 575, steel. Clow Valve Go.; Div. of McWane, Inc. RodCouplings: ASTM A 197, malleable -iron. Hammond Valve Corp. Jenkln's Bros. Bo ts: ASTM A 307, steel. K`ennealy Valve; Div.. of McWane.,, Inc. Milwauikee Valve Co. Mueller -Hersey; A Grinnell Co. Cast -Iron Washers: ASTM A 126, gray iron. tcInc, t Sockha+ll Valve &Fittings,. Inc. Beating and Gravity Thrust Blocks: Portland cement concrete mix, 3,000 psi. Q,$. Pipe & Found( Co. P Y Cement: ASTM C 150, Type I, - o Wateroius .Co. Ta Wing Vallves: Fine Aggregate: ASTM C 33, sand. ' O °Clow Valve Co,; 19iv. of McWane; Inc. Coarse Aggregate: ASTM C 33, crushed gravel. Z Kennedy Valve; Div. of McWane, Inc. Mueller( -Hersey; A Grinnell Co. Wafer. Potable. U,S. Piipe & Foundry Co. IDENTIFICATION Indicator Posts: Plastic Underground Warning Tapes: Polyethylene plastic tape, 6 inches wide by 4 mils thick, solid blue in V) i American Darling Va ve, Div: of American Cast Iron Pipe Co, color with continuously printed caption in black letters "CAUTION - WATER LINE BURIED BELOW." Z Clow Valve Co.; Div. of McWane, Inc'. Kennedy Valve; Div. of McWane, Inc. PART. 3 - EXECUTION Muellerr-Hersey; A Grinnell Co. - Nibco„ Inc. Stockham Valves & Fittings; inc, Pipe PREPARATION OF BURIED PIPE FOUNDATION U.S. &:Foundry,Co. UJ Grade trench bottom to provide a smooth, firm, stable, and rock -free foundation throughout the length of Dry -Barrel Fire Hydrants: the pipe. cn American Darling Valve; Div. of American Cast Iron Pipe Co. Remove unstable soft and unsuitable materials at the surface upon which pipes are to be laid, and Kennedy Valve;, Div. of McWane, Inc. backfill with clean sand or pea gravel to indicated level. Q Shape bottom of trench to fit bottom of pipe. Fill unevenness with tamped sand backfill. Dig bell holes at joint Underground Warhmq To pes: PP J each pipe to relieve the bells of ag pipe loads and to ensure continuous bearing of the i e barrel on the foundation. Alien Systems, Inc., Reef Industries, Inc. Z Brady I(W.H.) Co.; Signmark Div. PIPE AND PIPE FITTINGS INSTALLATION Calpico, Inc. Carlton Industries, Inc. EM ED: Co,, Inc PVC (Polyvinyl' Chloride Pipe: Install with cement -mortar -lined, ductile -iron or cast-iron, mechanical joint Ld � Seton iNamePlate Co. or push -on joint fittings, and rubbergaskets; in accordance with AWWA M23. H F- Depth of Cover: Provide minimum cover over piping of 18 inches below average local frost depth or 36 ' RIPE AND PIPE FIT'TINGS,,GENERAL inches. below finished grade, whichever is greater. Pi a and pta ftlltcLmaterial's� shall be compatible with each, other. Where more thanone type of VALVE INSTALLATION materials or.products is indicated, selection is l'nstallees�option, ;- h1pri.de) ' e: AWWA C900 Class 150.threaded General Application: Ag lication: Us machani Joint end nonrisin 9stem ato v aIv es for burl buried in t I lati o . UsepVC(Polyvinyl t and flanged-endgate valves for installation in pits and inside building. nonrisin stem g g Ductile�Iron Cast Fittings: AMA C110, ductile -iron AWWA U'L/FM gate valves for installation with indicator post. P Q and -Iron or cast-iron, or C153, - ,. L) ductile -iron compact fittings, of dimension to match pipe outside diameter• AWWA-Tvpe Gate Valves: Comply with AWWA C600. Install buried valves with stem pointing up and ® W with cast-iron valve box. U Lin.inq: AWWA C'104, cement mortar, sealcoated�.. i L Gaskets: AWWA_ C1.11, rubber. UL/FM-Type Gate Valves: Comply with NFPA 24. ® Z ® Z Install buried valves and valves in it with stem pointing u and i P R 9 P with vertical cast iron indicator post 0 PV Fittings: AWWA C900. ''03 Install interior valves with wall indicator post. Bells: ; AS 3139. � Gaskets:' ASTM F 477, FIRE HYDRANT INSTALLATION V) Coupltngs. Lionbody sleeve assembly fabricated to match outside diameters of pipes to be Joined. UL/FM'-Type Fire Hydrants: Comply with NFPA 24. Install with gate valve and provision for drainage as W indicated. Sleeve: ASTM A 126k Class 8, gray iron. _ W Followers,: ASTM A 47, grade 32510, or ASTM A 536 ductile,i"ron. ANCHORAGE INSTALLATION 7,) O it Gaskets: Rubber: Anchorages: Provide anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant a. branches. Bolts and Nuts:,AWWA'C111. Finish: Enamel paint. PROTECTIVE COATING APPLICATION Apply full pp y !1 coat of asphalt or other acceptable corrosion -retarding material to surfaces of installed ferrous VALVES anchorage devices. N.- _w 4) O N rD 0) M Nonrising Ste Gate Valves 4 Inches and Larger; UL 262/FM approved, iron body and bonnet with flange 0?, P 9 IDENTIFICATION INSTALLATION N O �- N � r for indicator pest, bronze seating material, inside screw, 175-psi working pressure mechanical joint ends. (n N I I Provide with flanged ends for pit installation. Install continuous. plastic underground warning tape during back -filling of trench for underground water N N "WATER," service piping. Locate 6 to 8 inches bellow finished grade, direct) i in . Y overpiping. P P g U LID (0 c0 Valve Boxes: Cast-iron box having top section and cover with lettering bottom section with 0 0 base of size to fit over yalve and barrel approximately 5 inches in diameter, and adjustable cast-iron c ,. extension of lengthL required for depth of bury of valve. FIELD QUALITY CONTROL 0 0 " ® � � � � Provide a steel: tee handie,o eratin wrench with each valve box. Wrench shall have tee handle with P g Piping Tests: Conduct piping tests before joints are covered and after thrust blocks have sufficiently fitting. valve operating n f�' r valve, -:an socket iti vaveo a ti ut one pointed end stem.of ken � tti tooperate e ated n P g p9 P. 9 hardened. Fill. pipeline 24 hours prior to testing, and apply -test pressure to stabilize system. Use only Indicator' Posts, UL 7891FM approved, vertical type, cast-iron body with operating wrench, extension rod, potable water. p u = _ O anal adjustable cast-iron barrel -of length required for depth of bury of valve. Hydrostatic Tests: Test at not less than 1-1/2 times working P hours. pressure for 2 h r -C U '- a FIRE_ HYDRANT'S increase pressure in 50-psi increments and inspect each joint between increments. Hold at test N O.0 U 0 O pressure for one hour; decrease to 0 ,psi. Slowly increase again to test pressure and hold for one ~ General: Fire hydrants shall'rconform with the specifications in AWiNA Standard C502 for dry -barrel fire more hour. Maximum allowable feaka a 's g i 2 quarts per hour per 100 joints. Remake leaking joints hydrants. Hydrants shall be gOmp'ression type, with six-inch mechancal joint inlet and minimum bury of 4.5 with near materials and repeat test until leakage is within above limits. feet: Unless otherwise specified, hydrants shall be traffic model with a 4 4/2" valve opening, one 4 1./2" pumper nozzle, and two 2 1/2",hose nozzles. All nozzle threads shall be national standard. The operating nut shall .be pentagon in sha ; e .'1 1/2" point to flat, (ton -rising and open right (clockwise). Hydrants shall :have a• finish coat of red paintapplied' by the manufacutrer. Hydrants shall Abe either American Darling Mark-73 or Kennedy K81•A: H OF� D f o v JOHH C. No. 021621 r0� Off, t's� �SSIONAL e URVEY: C. I.: A NA DRAWN: JOB NO.: JDJ 96090001 SCALE: DATE: AS NOTED 12-20-96 SHEET: 21 J�7 * x x 70A M \I �, \ MA NEB SEE SHEET 3 C \ x \ \ \\ + x x x 70a C 7aa 70 ..04 x 770X \ \ \ 1 x i 701.92702.84 N 21' 07 19 F,113. Tat i cn \ \ 43-19-1 I \ W CITY COMPANY I I w LENOIR C I ZONED: M-1 I ( "I 1 x 6e �° \ \ x 702'i5 \ \ \ USE: INDUSTRIAL x x 70a7�`\ 70I \ , \ 70aao x SM07 x 70&24 7VAJf 7Q? .71 .� \ \ I I N x x 7ax47 x » 701 x cP m I x � 7L7270 r I 1 x 70 5P_ x 7a? \ x 7lPlt? x �{? I x 70aa'f w .po I 1 o; DRAINAGE AND PONDING EASEMENT ! ' I I \ 4 x 70 . i 70P x I x 70a 11 x� C 62.6 � x 701.4 x I PROP. GASLII�E 1 \ m ---- F 75' I x� x70a o 7 I I x a4 x x aa I X �/ / ! x x I e /� ► i> I� Im CID 1 I I INSTALL ACCESS ROAD AL I \-- I� I ,I CENTERLINE ALIGNMENT SFFFFFFiiiiiiOWN. CE SEE SHEET 9 FOR ROAD JECTION. ' �r -- x 7472.4? 1 x x x 70R07 / x 7 DRAINAGE AND PONDING EASEMENT I f s \ 701.49 X x 0a 11 I � x _x.m_ x 70?.41 \ \ x 70F6f �c LP Of S TO M x x 7=27 ` a5 1.80 3 Fo x 701.7?i 4u I s,olecals i - L `� I I - \ N _--'�- x .af f.ev x 7p x 1. ir0L - -- x I x _ 70 \ x mail SOL r� \\ \ I "r`Lx �� 7a, ,,, \ 1 _J _ b>oER5'l M GE ENNTTpF LITER �Ot�TLET STRUCTURE 1 / 4' ` \ \ \ \ -` - - _SEE DETAILS ON -417 . x 7 X _ H ET 5 CUL90LC�011I ° _ ° ... N \ ` CAL (4) " L`yµ RCP O 0P375X - - - - --- - - - _ - S7 r i -- \ 897.Bd SEE SHF.�T - _ - �0�� Q9 �`\ - � ,\ x � � x apRa* x x � 5 ____-_ �- --. MAn___ _ _ _ ,.__- .._ _ ___ - _..__ - I SCD x 7ri\ I I \ °\ f / i of S TO MU8 x x ? SEDIMENT CONTROL BERM: 1 \ \ x.}� 697.19 _. _--- x CLASS 2 RIP RAP`- $O ! I \ \ \ - i- 1"JI- wKso HEIGHT = 3'+/- x \ ` _ 75�, BUILDING SETBACK o J' � I r.. X �n (PE BERM � 700.00 CUB T N0. 1 o x SIGN / x \ �' 14 PTICAL 6707.09 7 702 54 RCP 0.5 68"X34"X58"H f / $EE S b97.'F7 T. x AY ti \ 1.7 x 60l / x 70707 / ' I x *& 17 � I I � I x �Ad 9b 7CIR34� x70&� x 7Gb14' x I I x 70a4B dD7. S o� 25' P p __ 4. r j -- x f 0 7&%& ,54 ° 1 NDC TYP) ` x ac... ® £X - S- - -..• / 70&91 /`x yam- .- Ij P.P. x . t,' _ x x ?9 A'A 0 4!1 09eRJ/ 709 1s _ x x�l.K " 7nf o�5 -1 -x _eovR x % �- •� x'j� 717Q29 7171GtaS _�R�YY a�Raa 70X ...•70 . 40 iv 7Df.AtJ f17 0 - �- -� �AR71 i3f ,�,,, ' aS+EC 96/x 7q�b1 / 707.IW ---K ._ IX-- -+ 7p1.R7 LOII r fm x b'91e� 19 700.5, _ 701.47 - ✓ x - - _ - - - - - -- �iqA l?..�.. �.. x a99 6�3 "_.. _ x 69� 70 x s ..__ x .7�" .T r u �� i i , ir'+ �� . 701.1.T _�,�.-_r /iyV�696.58 7 SCE �.- X- x ._ ._. _ x - ._ -x - i0264 01 K (Y.+UME 7t1;; 7a"!� 9 T x ._-�--`NOfX CURB7q� 70A.0Jt77. e7E 65'-f,s'r CHIP S76 7�77 3Pm-o4 �.--- �•-��-- x \ i Fat CURB lNV=706. B -�- --�'C EDP 1 `�- �b1Apd� x x 76751 1 - -- xPROP. EDP x `X x 7 05 x \ x 701." hiRJ7 x 70a7? x x) x x - x -x � x lOS Epp 10?..15 -- 439.53' X P.P. 1 £X. f19'-JdI RCP x a99.30 � 14 yts t 5.98 70?aJ 70'I�Jl9 7V I.23" EX. CR*tl ENTRANCE x 7 K,78 208.38' / PROPOSED EOP CONSTRUCT NEW 75' TAPER PROVIDE ENTRANCE TAPER AS BENCHMARK: / TO EXISTING ENTRANCE. GRADE 1 DIRECTED BY VDOT. NAIL IN POWER POLE # 16 SHOULDER AND DITCH AS REQ'D. O SEE SHEET 9 FOR ADDITIONAL DETAILS. ELEVATION = 698.85 SEE SHEET 9 FOR ADDITIONAL DETAILS. � 1 x ,"�>'.J? COORDINATE GASUNE i CONNECTION do ALIGNMENT EXISTING 75' TAPER NO = SEE SHEET 9 FOR ROUTE 661 IMPROVEMENT DETAILS WITH UTILITY -' ,o7�s - Well t o wn Pike Va. Sec. Rte. 661 STED SPEED LIMIT .04 o A x Vorlable Width R/V1/ UNPO r z n 1 0.43 MILE TO ROUTE 11 SITE DISTANCE 350'+ SITE DISTANCE = 350+ ENTRANCE DESIGN SPEED = 35 MPH -- v 40 0 40 Scale 1" = 40 ft 120 40'-15"0 CMP 10 2.90% I / I 90L i I 43-A-60C r'' MARY D. HAINES ZONED: RA USE: RESIDENTIAL I I / m x 70 -M s ' mle�0o x 7070V i x 7n7.4 11 i cNi� (� z 0 0 D I� z I � I I >0 5' ACTIVE BUFFER �• NACTNE BUFFER I �0,> LIMITS OF GRADING PS TO MU \ I I � I 1 cos I 1 ��_ IPF 7&5 14 z 09 _>0s Q Ix >�sf _.._ ._ , S 1875 o I 1 43-A-59 \ x 7os79 LEOTA B. x 7W.46 1 ' ° ° CARALL ZONED: RA 1 1 USE: RESIDENTIAL x I I LAUREL WOOD & IV HERB FLETCHER 43-A-4\ - 1 I >4 ZONED: RA CHAFL ES L. MER)WNER USE.• RESIDENTIAL \ ZONED: RA- X 701 lEl 1 USE'S RESIDEN T/AL '03 P.P. 4y 34-15'0 CAIP _ - C) W 1 ,14'-15'r cww � ` � CIP a\ 0-1 x x % 4 x 9=58 �\7f7f.Jf C_ _696. f-- 69 OM 74 N _--x� x x 70a4U _ 318'45 * 35A _ 3.55' �W,Sf �.m o go WA 71 60R Dow, x�-m��'L _ - ,- - x AWt�_ - - - - - -698 _v - x 99 -- - x aAeleO/��I1xD x a�LG1C'1 x 6A'�!� 691�1� - �7��-- -- \ \_ x lmt9 x _-___.___ -- x X6 \ \ \ 1 X 6907T x_ ��py "v_v \ \ X AM17 ` = _- _' - x \` x 694x7�yy1�29 29 1 \ x M7.J1 1 I EX JO'-11 i G)vP \ x �`f \ /NV.-694.46 414 "'694.36 'Fr EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ............... ............................... ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION R X 3.04 STRAW BALE BARRIERS x X X 3.05 SILT FENCE CULVERT INLET PROTECTION INLET 3.17 STORM WATER CONVEYANCE CHANNEL' 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 1 3.32 PERMANENT SEEDING PS 3.35 MULCHING 1 SEE "SITE GRADING AND STORM WATER MANAGEMENT PLANS' DATED 30SEP96 BY PAINTER-LEWIS, P.L.C. FOR EROSION AND SEDIMENT CONTROL DETAILS. z 0 CL U W 0 .m Q z I_ _J - - Op�� U = Q V Qm W Y Z W N C) y m o o W l� IL 4-'� 0) cD j r,- 41 N I Lr) N I 1 � N U ( O c0 -0.0 II C O Oft,O CD A nn^ O 0 N Iu�"1 � -c E N _ .V) O U U C ♦- LL Q a 1 o�4�AyT H OF r JOHN C. L IS 9 No. 021621 OA 4 w� 1� �SSIONAL R VEY: C. I.: CHIE 1' RVEYS, INC. AWN: JOB NO.: 9609001 NLE: DATE: :40. 0' 20DEC96 .ET: 4/1 o 4 FIRE LINE PROFILE SCALES, (H) V =50.0' (V)1'=5.0' 7301 730 725 725 720 720 715 715 PROP. 18" STM. SEW. PROP. GRADE IN =708.14 PROP. 6" $AN. SEW. PROF). 6" SAN. S W. 71® INV=707.1 INV= 08.07 EX. BADE 710 18" MIN. ®® �— 18" STI A. SEW. CLEAR 36 'N. I =708.84 COVE 7®5 18" MIN. 36" MIN. 7® 8" MIN. COVER PROP. 10" LR-21 CLEAR PV WATER LINE PROP. 8" WATER LI DR-18 C90 E PVC PROP. 8" DP-18 C900 PVC 70 o WATER LINE PROP. " R-18 C900 PVC WATER JUNE 700 D m ® w > m 695 J 00 Q (% W W N 695 Of - wLij Q w ~ W LL p �- 00 a OXO p W 0 1— X O Z W �w- H w Ld W Z J Z O a m W m ' m _ m 00 rn rn 00 too X 00 Q O 00 M r7 M Co �o > EL X X O O O + + 00 ca N + -+ M 0 10+00 11+00 1+00 13+00 14+00 15+0 16+0 -+- 17+00 12+00 19+0 20+00 21+00 +00 23+00 -- FIRE LINE PROFILE WATER MAIN PROFILE SCALESt (H) V =50.0' 1 SCALES, (H) 1' =50.0' (V) 1' = 5.0 (V) 1° 5.0' �7201 720 71 PROP. GRADE 715 ®® EX. GRADE 710 ®® 710 36" MIN. COVER 705705 PROP. 8" R 18 C900 PVC WATER LINE 700 PROP. 8" R-1$ 900 PVC WATER LINE 700 695 695 cn W Loaf V) 4 + O W W Z 0 �I S 0 W X o W w ~ H m m e >_ O 0) 00 � 00 X * x 0 O O p Cy X to > Q_ x 00, x 00 0 to •— tf) N O 00 d- 24+00 25+00 26+00 27+ ® 22+00 29+00 30+00 31+00 32+00 33, 70 720 715 715 EX. GRADE 710 PROP. GRADE 710 ® 36"N IN. COVE 705 ®® 1CLEAR 705 PROP. 6" SAN. SEW. 18 MIN. CLEAR INV=703.7 18" MIN. PROF. 8" DR-1 5 C900 CLEAR PROP. SAN. SEW. PVC WATER LINE 700 INV=70 .72 700 PR P. 10" SDR 21 P C WATER LINE Q 695 695 U Z D 0 0 J J Q W `Q = W _ZZ J p Z W H O Z O U_ Ld m 0 W L 9cD F_O N O m O r' O �m N N U _W > — ~ W g 00 00 p 00 O M 14- + + + +11 10+00 11+00 12+00 1+00 Lai j Z L UJ L�J 9.aJ UJ LA_ W F=- C.9 Z Q ° p ti Q I m HANDICAP PARKING STRIPING LAYOUT N.P.S. NO PARKING SIGN F.L.S. FIRE LANE SIGN NOT TO SCALE NOT TO SCALE NOT TO SCALE BOLLARD DETAIL SANITARY LATERAL CLEAN -OUT DETAIL VAN ACCESSIBLE NOT TO SCALE NOT TO SCALE HC SIGN HC SIGN No 12" x 18" STND. pq�RE 12" x 18" STND. SEE PLANS FOR BOLLARD LOCATIONS SIDEWALK DETAIL LOCATED IN TRAVELED AREAS PARKIN LANE 10" DIA. CONC.-FILLIED STEEL PIPE NOT TO SCALE PAINT COLOR - YELLOWp END OF STALL - STRIPE OR CURBING EXP. JT. MAT'L 5' PROPOSED GRADE CL� TYPE B, CLASS I, SOLID BLUE 48" OR AS SHOWN ON PLANS ---STND. U-CHANNEL POST ---STND. U-CHANNEL POST .' 8" W :: _ o TYPE B, CLASS I, WHITE SYMBOL PER ADA PER PLA S 84" 84" -- FINISHED GRADE CURB(TYP) THREADED END AND CAP TYPE B, CLASS I, WHITE PAVEMENT MARKING, 24" '. ;. 4" CRUSHED STONE 4" WIDTH, LENGTH AS SHOWN ON PLANS. 24" 3000 PI (3000 PSI) 4" CONC DIA. CONCRETE PSI) ) 6 X 6-2.9 WWF(1.5" MIN CLEAR) 4" RISER (LENGTH VARIES) 5.00' PROP. GROUND -- PROP. GROUND Q 8.00' 8.00' 8.00' 4 X 4 X 4 WYE OR NOTE: 30" 30" NO 6 X 6 X 4 WYE O ALL CONSTRUCTION SHALL CONFORM TO ADA NO PARKING TEMPORARY ANPLINE Z ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PARKING FIRESANITARY LATERAL LANE FLOW HANDICAP ToSCALE IGNDETAIL VALVE BOX DETAIL 12" x 18" STND. NOT TO SCALE J LIJ standard flat top for �<.,.. 00�t Cost to place access dwaS 4' diameter manhole centered in top RESERVED PARKING RESERVED finished grade varies 2�mox. at propoerry late E IER ZZ p PARKING ' --STND. U-CHANNEL POST - - 3' riser Salton for STANDARD POLYETHYLENE � roadway box I ( 4' diomeler manhole RISER WITH CAST IRON LID U VAN arse. ( I I with catouts (OR EQUAL) meG+n..uv.tlon umft 1 Ford f•CHN77NC-158 84" ACCESSIBL u+ �m r - --'j r e "�"`"�"' • 2Y min. I I D ram bone tTyol 2' type K copper i 1 2' ctistant setter tubing (no joints (meter by FCSA) VAN HC _ from mn�r, to ACCESSIBLE SIGN ' �- re curb stop) i Z SIGN : .. soddk- .;tr V ^•,':�;� •� co•porolion I 1 - mr t t.nd, bosom ------ L - pet. vw. { bo.es O - s -- PROP. GROUND '~'•y"°•'°°' top um.� luroa Smith.cn. - TYPIC1l cTrw 1 2• m� � 1 - IEE.-IKYE.9fi P,Lua -- 30" In tlw of wood fprminp Th. allrw m.y b" w epp.d"W / Wreftion..�� oonc,«. •darow haM..MmIlon water train ball valve Curb LOW pwr.d lb twmT W ly wrroun0 1),. t r m1n. fa t o- "..a.stop with FlP :.s.'�=• •.:r '� J the 1eane and epWuf Undl»"bw .all. 'Th. b»rin.p elmlu#vi • ends, with 2' e %Wn.t und.arbed tole SW r.m.ln se .twwn. v- _ t C flip. tar t r t.0 20• pip.� solid support blocks .» Irrn b.Lrr fa A, B. c dim.n.1«,, valve operating W under custom setter CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS • e•,ti5 stone bedding Pipe P1w., •ties tt taa r •.nd 22 trr -- +6• d er Die. T4 tie Bonds C A C y.� r v f in non -traffic area. 6• t'-0' D-,i' 1'-3 0-w 0-0• 0-0• PJ• 0•-w t•-w 30' 13T access door - Halfidey model SIR3030, or our approved equal Q trench width : •:�' ::' ' � in ttftffic area: r r•3• a-o• r-w a-w-cr a-o• rr-o t a• o-off r•� Z eti as required O 1G• -t'4t' 0 G 7 3• t'-p' 0'-0' 1i3-dew 2 B' E. 24' x 24• heavy duty access door - HWIiday model MR2421, or out approved equal Z 1Y 1'•w 1'•0• 7 8' t`-3r 1-a t'-8' 7-w i'•o 3' 0' /4' _ 7 0• 1' 0' T-a' t'•3' 1'•0• t' 6• T-0' 1=0' :.• . , 1 dia schedule 40 4' 18' 2-3• 1'•0' 3 6• Y 86• t' 0 r 007•w 1' 0" 4' 8• ' • ' '•.. ; + steel pipe filled with 16' 7 6' t -3' 3'-w 1I-V 1'-3' 2•-0• 3'-w 1•'-T 4•-w J `- concrete and aimed jIIOff((u ,� y P f3' I 20' 7.9' 1'6' 4'-0' 1'-=' i'-8' 7.0• 3-3' 1'6' 6•w yellow I _- _ _ - _ w 48 dia. O V .6. O .' concrete 1 V2' end 2" InETM INSTALLATION Z � Z encasement % -concrete / ow. w ftbd.dIn '�o ft4s w boa. Amended 6 0 J thrust block Amended Aprill, 1996 U J O BOLLARD DETAIL - - - EiLiJr6i-WE t1QIlSIZE N0 9DRs FII�cnIIFr4r m 3 ,a- U Q _ W Y ,ralEss e 2 Z U_ 14' ?0• b 2 38• Z UJ direction of setting to be approved prior to installation YEam& ams ffTTtNo voLt�nf OF THRUST &c)cK N CU. YD._ 0 I .rmn.bwidnp- SIZE 11.1/4• I 22-1lii'� t8° --p0•- W 1.3 �I w 1.1 2.3 C)TFIRUST BLOCKS FOR VERTICAL 101 1 A 3.7 W 7 as r uired concrete pad 1'-6" Sq. x 6" deep UP BENDS SHALL BE T14E SALIE 12' 1.2 2.4 5.5 . � AS FOR IIORQONTAL 8£NDS, 11' 0.6 1.7 9.0 7.8 16- 0.0 2.3 6.1 O 2• min. 6' max. fe' 1.4 3.2 63 W 20' 2.2 4A 7.1111 GATE VALVES 1 ``5 CONCRETE THRUST BLOCKING GATE VALVES V:(DIARIIING) EncnN adjustable Figure 2 Indicator Posts e Indicator Posts stone - ;? stone to be minimum valve box i�i!: 'f • of 6' above top of base _,_�� peg O s W �:,:r. fi:'Lft.^v`i ill 1$! i �1S;itS'• �T: C�J American -Darling has available a full line of 4-' Y- N TV,) �1}l�• till till ,•3'}{:•-Cnegalllg,5 ,:r.VVA \��,/f(\\ n a RIcAN "o11en shut" indicators approved by FactoryRLING ly (D Mutual and listed by Underwriters'Laboratories _ L N u-) Ln for use ough 14'. • • ;1• , .' a. y , + • f r l �� t ';i '7 / genet w _ indicators are gate post valves ype (Styler 1) and wall These ype t N -- • _ - t ;ly • , - al hadcf ... general baddili - V. , ' r � -__ ___.�.__ (Styles 2 and 3). All are essentially nonadjustable _y (p � mechanical )Qkx and set at the (actor for the specific trench a h w' U swivel tee with c� D O D Y P PP 0 0 (0 (D ti „r, Y` + • s' branch -� 8• „k. --g- cation. They may be used with valves of other p - ,,,�� ,.�.t�{ •;'' . x• ^t - manufacture as well as Arnerican-Darling valves. 00 24' carefully compacted 24' caretuily compacted Modified posts for higher pressures or larger size D ;. select backtlM tseiea badcitll �1�7, valves are available upon special order. Consult 0 m > v to stone - _ factory on application. FIRE HYDRANT ASSEMBLY O-D. ^6* aggregate 6' O L i Figure 9 �•.• tr2 O.D. All working parts are interchangeable on all !U tD 1ll O.` three styles of indicator posts, including the entire • 0 (0 0 operating head. The top of the operating nut is Q) - stone aggregate concrete stamped with the size range of valves it will ac- -C commodate (namely 2.3, 4-8, 10 14). Change in N U U 5IADARD CONCRETE CRAD F direction of opening is effected by reversing target 0 FN plates. Optional handwheels are available instead of L-shaped standard wrench. Locking of indi- Q general badctiHl cator and valve is accomplished with padlock general backtiU concrete pad 1'-6" sq. x 6" deep (wrench' operation) or padlock and chain (hand- Q wheel operation), both to be supplied by cus- s,--B" B- O D touter. --8' a J24 carefully compacted carefully { If necessary, field reduction of trench depth w1 DIRECTIONS FOR ORDERING i;li N, select backfill� all, concrete se24" post indicators can be accomplished by cutting 1. Quantity. 2. Style. 3. Size of Valve. 4. Direc- 1 select backtik �11 off equal amounts frown bottom of 4" pipe barrel tion of Valve Opening. 5. Trench depth (distance { 1' r '1ei' O.D. and top of 1" square stern. Increase of trench from ground line to invert of pipe for Style 1 or 1/2 0 D O D I 6' depth is best accomplished by ordering a new dimension A for Style 3). 6. Wall thickness (Styles �AI,TH of .��. . A_ ;O 4 . screw type � • • -t-.. pipe barrel and extension rod giving valve size and 2 and 3). 7. Distance from centerline of valve to � I adjustable valve 1 36" min 1 �6" _ desired final trench depth. wall face (dimension B for Style 2 or dimension C f box for Style 3). 8. If ordering replacement post with- Z t t scone aggregate \- concrete POST TYPE IP71 out valve, advise if valve is 0-Ring style or stuffing v y 1 (Nfm &ljustalrre) JOHN . L EMS CONCRETE AR u box style stern packing. locator peg � •( �+• CONCR NCASFHu1�T lislnd f,y UrxttNwrilr,s Lalxlralrnirs, Inc. N0. 021621 --valve megalug eld Factory Muluall Research coup. ros1 1WE 111•71 WALL TYPE IP71W RJun hrhntaht") ~ hrpntabk) to main reps! 10 1-1/2 times Lklce bbr� Ur hsw �«s' I atn aM es, Inc. Listed try thdMvnee s' Laho+olatr s, llK .0 �j saw cut t0 be made - and Peclwy Mutual Research cap and rectory Mutual Resemch Ctvp or1p41r1 f3liclvrfsss - ' megalugs -- A ;♦ l u Es � �SS, �10 ( --- megalu4 - � (title d replaCenlent. - - b.l,~ 1f0.Es a+ o► ec t, ar o} ec (rl C IONAL rt 1� .t ♦ �} {ti i3{}ji't t3' I - - :S�} OD 1 L1_� �) I - SURVEY: C. I . - B• - _ I -u II 1- NA NA etrLl : entire trench to be �__ 18" to 24" z .- - _ Thrust -- © cOrttpacted 21-A _ DIMENSIONS . Nock - 8"x 8"x 16" solid block - VALVE ---- - STYLI 3 L (for valves 12" and larger) LI lj SQE A,.k, e-In cmin 1) DRAWN: JOB NO.: L} 1( 2", 27 Ig 1;;, „ JDJ 96090001 V.D.O. PAVEMENT R ec'�i w r I 4 31 19 5'1, 14 6 )4•h 22v, 6 14 \ B Nn 25'r. Pr. 14 - - is 29 e10. 16 12 46 77 9SCALE: DATE: -'----'- v. 16 _ attar t __14..-_ 51- rev, 1210. In AS NOTED 20DEC96 TRENCH & BEDDING 32 GATE VALVE Figure 9 one 1 SHEET: 8 /10 3 _Z_ -ROAD CENTERLINE -EXISTING EOP BEGIN NEW STRIPING EXISTING EOP —------- -- -- -- -- H 100.00, RESTRIPE THIS AREA AS SHOWN ARROW DETAIL NOT TO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS STRIPING KEY REFER TO SITE PLAN FOR ADDITIONAL STRIPING 0 TYPE B, CLASS I, WHITE PAVEMENT MARKING, 4" WIDTH, 2' STRIPE, 10' GAP. OTYPE B, CLASS I, WHITE PAVEMENT MARKING, B 4" WIDTH, LENGTH AS SHOWN ON PLANS. OTYPE B, CLASS I, WHITE PAVEMENT MARKING, ELONGATED ARROW. SEE DETAIL THIS SHEET FOR TYPICAL DIMENSIONS. OD TYPE B, CLASS I, YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 6" SPACE, LENGTH AS SHOWN ON PLANS. O TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 12" WIDTH, 12' CC OR AS SHOWN ON PLANS. OF TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. sew r fM rer7r Q _ J o rr Cwrl ..r. r..fa..r .er. wlr r _ _ _ �. - ? Hr l4e K Yo .+.. frr«w �'•• � b � rr. J.h � r..,r. r.rlrw r [Turn A,.i r °iir:�• Ir r. caf.ECra.f .w CO.WKIM • rr c..r.o.4-- RADIAL PLAN c..r i•T • r. ter...c[s. '.�`i r�i cur�vrr�° r r J-O II /'rr 1 i. sue-ov or Sou. a, *v u A TANGENT PLAN ry dart I mrC v[w •r—. YAK J M? r. ra .MLf Ufr r•Ir .q . rrr .qa Teter r Tea N oe. i,. .re..e +r.ro w r P<Arr M w rpw .rPa4 T. . cc r � r-� rwv.f m.•p .arr.r...r.....s.r.... r rr✓. 0 .41 lw few _. r r..r ter 1, .ael.Wa a.,.rM.e✓M lr .r.rM1 ".ryf wNNN llrr r." m to rrdY [W. IV fearer/ Tor was /.v.P, ra. surd ref SECTION C r/� M f .Y Al ECT KIN A -A rut s7r ar M AtpMr orf If a 0 so 1 , f ra.. I'r.r. s C... —V so. „� o' n fe.f /01 r W 4 f.s (er, r over. ff'oW f.w..bal,e+ o.sw few I•/,', Cr. re,e. rho a -e.vr ow fur fr r ra MIaY.AI urn, fr rywoa Cur+ •7 . f 4.. >t r___ ibr-...., C.— .lrsr..et..w. ar.rr. I.— rrr.rr Crr.ew. T.w.. ,d.r.aa J,er C✓Vay. W ••••• .ea .wnrr MArr. a Y• .ws. r. IR.v M .a.rr f. a,rtva.f ear pwr. CC 1 CG 1, r. ur1 fw. wW. faw.rl I, a.1 ar/lyrra.. SL'C1 ION 0 D r avff.ew ..✓. r. *WI-... sw..— C-.. m•... r. e r ...., r. r......u<w a r, row- - Nee..I.. w ....W,M r w r. ,. a . _ r Mr...Y...,....r w .n u.w+....- !p . w I yr ✓ —. r t •, oo, y.or�res•• Mrrea ra •...« , .. A routdos. •. w.v, / • .4 ✓ n rw: rat., aer,. . ru• ,.y� „ r ., r. r, .✓Ne • Hr. ;. ,. :.. f i '4ra. a r...e '..r"fffrove vius .w[I...+.r aMrtia»+.�M' •efmM M✓I.rra E-00"'f •V • tuts. rw. )toMs, r r4 �•rah.a . rf<r CURB RAMP ia,rJM.rr (PERSONS WIT" MOLIILIIr ILPAII?MCNISI xrt 7a Iq rrcar. utf NI.90 W r....flbff ✓,n. Itrr.... to Ill fOr 262.50' TAPER C-6 (Rev. 8/95) ROUTE 661 — WELLTOWN PIKE 100 PAVEMENT WIDENING AND ENTRANCE DETAIL I I SCALE: 1" = 40' A INSTALL TRAFFIC CONTROL SIGNS AS o DIRECTED BY THE VDOT INSPECTOR. Va. See. Rte. 661 - Well town Pike Variable Width R/W UNPOSTED SPEED LIMIT -- ---I- - -- __ __ 400.03'-- -- -- 35A W ��7 24Z 90' _ S 18.02'37v W 1 o— F CUU B h-- - — ._w D 'o O O .p O 100.00' 55.79' 100.00, 262.50' 100.00, LEFT TURN LANE TAPER RESTRIPE THIS AREA AS SHOWN I PAVEMENT MARKINGS - -- — TYPICAL ER i�-- TAPER I� T� (Tr ) OPTIONAL TREATMENT (For Severe R/W Consfrolnlsl PAVLEMENT PAVEMENT MARKKINGS }TOP lAK MARKINGS i 611� .r I . I I W, 1 t AV* Arlr �- - TAPER --r_ TAPER (r, I (r, I I•-Mln.75'-- -.—TAPERS f[.ItTM DESIGN SPEED . S (MO - T, P00 125 ISM 725 r p 100 In 200 2G0 '""" l loaff DESIGN SPEED . S ("VW I 200 550 600 7;2s Kb t1XJ 200 RYa7 Notes: 1. L, - Length of storage lane to be determined' by figures C-1-1.4 through C-1-121 by capacity analysis for Left- Turn Storage. Minimum Length • 1W. 2, L - Length of storage lone to be as needed to maintain seed and provide smoolh traffic operations. 3, Design speed is the preferred criteria, but operaling speed or speed limits may be used if opplicoble, i, e. , adding tones to existing facilities. 4. Storage lanes are controlled by the turning radius begin paint. 5• W I - Same as !trough lane. 1412- Through lone pavement width PASSING / LEFT TURN LANE ON TWO - LANE HIGHWAY 80( > 70C 60( p 50C Z 40C Ln 2 30C ° 20C 0 10C 0 FIGURE C-i-2 ■�low■■■i■■■■A■■■tA■ 13 1186 vv!■■■■■\�■■■\■■� N�%H��r��taI ■■■■0■ V ■!\i■ win,■,�� Ili■■■i:■i■■■■ ��i■■�■■ • on ■OLIE■ ■ No am mik■■i■►■ �■■NENNNNiiiiiiiii■ ■■fig► /■r!!■■►�! ■■i■■it•i!■i ■■ llion ONE WIiiiilan sommonammagn►■. eel OMENlinam LIM //%%il ommusinmoieinali�■i'hgm i%%o�� fiim■i �ilvA■uiiiiii■mmaa�ME 11111111111mommon ,■miii'i■ong■l es Naomi ��► �•�•iu•■ r %M% aging Ems ■■ ■�1•ON0 • ■ . lie l■■ i■■n:c e:■r %iii 0iiii ■■■■■■g ■■■■■ i■■ ■ no •ii� ww6i goinglow 1111 allow $■7 ■ ■� i l■ii!■■i■■ii an ai■• ■ ■■■■■:■■• ■■r■w ■11■ a:;:11::sm— :_ Cwa �o:• � toll •■•■ VA ADVANCING VOLUME (VPH) FIGURE C-1-1 5 A ''A'.� 4:'�.•A•:' A. 'I A Thus ono m" be t rsjo N the option d to taltsMW Tllb curb is It, be used whom dolt" speed 1. 40 MPH w loss w Rurol Nghwoyo and 43 MPH or Is** In developed urban 9 suburban areas. tI... d pn speed) The boon". of the cwb end plmK IrreT be Ca 1f elect pavaM I. m.. flop. d b- surtocs cwn.s yro.Wod a mtml depth d 7' 1. mTnlotned- NOW Comb. orb S puttor hovbq a marts of 300'W Ind (abq hsot of art) ltlaa be void for an rodhol Gar6keption eurb a putter. Title No may be precool w em !1 pint!. Comcee to be Class A3 If cost In place, 4000 PSI it precast 11' PAVEMENT WIDENING • 950505 ROUTE 661 LEFT TURN LANE DESIGN DATA UNPOSTED SPEED LIMIT: ASSUME 35 MPH LENGTH OF TAPER REQUIRED: 262.50' ITE TRIP GENERATION WAREHOUSE - TRIPS PER EMPLOYEE 0.55 PROJECTED MAXIMUM EMPLOYEES @ WAREHOUSE: 100 PEAK HOUR TRIPS: 55 1986 TRAFFIC COUNT FOR ROUTE 661 FROM F 732 TO ROUTE 11: 2688 PEAK HOUR VOLUME: ASSUME 600 VPH TWO LANE HiGHWAY OPPOSING VOLUME 600 VPH ADVANCING VOLUME: 600 VPH LEFT TURN VOLUME - 55/600: 10% from figure C.1-1.5 LENGTH OF STORAGE LAND REQUIRED: 100, -z cc COMBINATION 60 CURB a GUTTER 1UVIFMMA DEPMTMENT TRANSPORTATION ]Mflrf+t ROUTE 661 — WELLTOWN PIKE TYPICAL ROAD SECTION AT INTERSECTION NOT TO SCALE 60.00' ROW EX. LANES PROPOSED LEFT TURN LANE EX. LANES 6' — 1' 2 Max. 3 �1 1_ 18.45'354' W 2 A33.55' — — _.._ LIJ F- F- C9 Z r 11' TAPER I 1 4":1' — 6' 2 Max. .a. 4—, ® CUT PE CG-6 3 Max. ® FILL SLOPE 6' SHOULDER THRU TAPER AREA 1 165#/ Square Yard of Asphalt Concrete, Type SM-2A 6.0" — Asphalt Concrete, Type BM-2 6.0" — Crushed Aggregate, Type 21 —B (OR MATCH EXISTING PAVEMENT SECTION WHICHEVER IS GREATER) TYPICAL ACCESS ROAD SECTION NOT TO SCALE ~ U O C.L. rr rL 12' 12' � 1 �4 • � 1 4": 1 CONCRETE SLAB DETAIL (for dolly pads and dock areas) NOT TO SCALE k.*-- PER PLANS —I 6" VDOT NO. 57 STONE (3000 PSI) 8" CONCRETE (2) 6 X 6-6/6 WWF(1.5" MIN CLEAR) lam I1.5" — Asphalt Concrete, Type SM-2A 1 2.5 — Asphalt Concrete, Type BM-2 8.0" — Crushed Aggregate, Type 21—B COMPACTED SUBGRADE 1 1.5" SM-2A 2.5" BM-2 8" 21—B COMPACTED SUBGRADE — W ON SITE PAVEMENT DETAILS NOT TO SCALE HEAVY NOTE: HEAVY PAVEMENT SECTION TO BE APPLIED TO ACCESS ROAD AND 24' AISLE TO TRUCK PARKING AREA AT REAR OF BUILDING. SEE LOCATION OF AISLE AND LIMIT OF ACCESS ROAD. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL PARKING STALL AND AISLE AREAS. SEE PLANS FOR LOCATIONS OF PAVEMENT SECTIONS. 1 ICI J � W W � nLAJ Ise— O W Z CL XLAJ a_ C tD W H � • (n W a Z Q U H w � Z Z U _ O a m Lai Z W N O N pLLJ O N a� O O) � I I N N N � cD c0 U) Y �°T 00 0 LO 0 ° N iv Q) CCI C E 0 C Up U) 3 LL N Q ° a nJ" w 0 04�ss j ONAL �Gti SURVEY: C. I.: RITCHIE NA SURVEYS, INC. DRAWN: JOB NO.: JCL 9609001 SCALE: DATE: 1" = 40' 20DEC96 Sl ► ':-T. 9 10 ■ 5 ZONED: M-1 ZONED:1- ZONED: RA ZONED: RA ZONED: RA ZONED: RA ' 1 Ir -r— . 6- 9 1181.81' TT. ' /A� '---1-- -- — r�128 FI /I 3 /� J 'r� I ---- --. 1 Il ,t l®' if I---- / / / / I O I / AZONED: RA '/ / \. —------- -- —.e----------------------- - 0 \TRAILER _ STORAGE I 2d -,. —------------- it 135 PS 1 y I ii d 1 I 39 AA r I 11 I 11 1�1I 11 ZONED: RA I rl I 11 i ' I 0a'75 Lr \19 PS / \ I / 6.70 -- 4— --- — u.. 7.0 SHIPPINt; DOCK 07. ---- � _ 0� l r- — I I _ I C) \ o t.. 1 10.60. 10s0 11.010 ! // , \ t\ t 1 PROPbSED WAREHOUSE // ) \ \ I�i 0 M N I ,' 1 STORK, HIGHT.: 32.0 / �� \, 3 tO •- I '/ � �' '� ( 11 dAt I AREA: 1551 613.Sq. ,Pt. �i r• 1 I '/`1 // FUTURE WAREHOUSE 0 \\ F.F. 71:25�4 /� �/ / \ N ' I `` 11 I i ' 11 ► iL I / \ 1 STORY, HGFrr - -3�.0' AREA: 45 Sq. Ft. 9 6�': F.F. m- � 1.25 - - _ ,y ,/ °d 4. \ N .� ��' _ I 4 ASL 711 FFICE AREAPROPOSED`O j1 STORY, HOW.: 16.0' �� \ - " ' �� ```-------------- - PLOO I � o \ AREA: 9.812 §Q\Ft. .� ,- I I I�� I i�'07.40 " ,� •�- _� � F.F. >�, 711.25 \.. � L, _ <,` ' I � � ��j I -t ASL - ( �_" � ��\►, ``` \` �` \ J//�i / � _ 16 ASL -� !/! � I 3� l'�/'- •�_�,1 % I • i � �/ I ` ' •�� ,/'--�--------- ' � . _```___ram � I 1 ZONED: M-1 �� •` \i`_` J I I j" r% / I / / j / ZONED: M-1 \ _ �\ta sHt OY\� --- — — — ----- -- '— L------------ — I _ _ / 1 60 180 \i a ram-, XfM&hW N WJZ41 w - ---__ __ _ �► s c% grow 0r7 Z Scale I" = 60' I Mel ----------- PLANT LIST SYMBOL ID QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS AS 32 Acer Saccharum Legacy Legacy Sugar Maple 1 1/2" - 2 1/2" cal. B&B B&BC AA 44 Amelanchier arborea Downy Serviceberry 1 1/2" - 2 1/2" cal. C TYP. A 152 Forsythia intermedia Border Forsythia 3 gal. cont. 15' CC TYP. IG 29 Ilex giabra "Nordic" Nordic Inkberry 3 gal. cont. 7 PS 173 Pinus strobus Eastern White Pine B5 BCC 4-6' TYP. QP 8 Quercus phellos Willow Oak 1 1/2" - 2 1/2" cal. B&B 'I LI'" I l-f Hill 1111R1 ---------------- ZONED. M-1 I r 1 NOTE: ' r I THIS PLAN FOR LANDSCAPING � i � I PURPOSES ON L�Yi ! ! '� .'► PLEASE REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL LANDSCAPE INFORMATION. I I I I I I I I z 0 CL v Cn 0 Q Z O � U O E--JC� CL LI 0 O 0 J U = Q U Q m W Y Z �oNo W Li U W O d O O N O N r-r) :3 O 0) m In (C) r�, r, N u-) In � I I Izz n •0 W �1.1 0 U tT � O O O '- 0 Lo ° a C: ai m � C L -C . O U (n Lr N Q O OF D �r JOHN C. EWIS 9 No. 021621 rO04 �P SIONAL RVEY: RITCHIE 1' SURVEYS, INC. DRAWN: JOB NO.: JCL 9609001 SCALE: DATE: 1 "=60.0' 3DEC96 SHEET: 10/10