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HomeMy WebLinkAbout56-01 Kim Henry Property (Office - Warehouse) - Stonewall - Backfile (2)GENERAL NOTES- 1- The property delineated on this plan is located on Fort Collier Road near Baker Lane, in, the Stonewall Magisterial District in the' county. of Frederick, Virginia. The developer of the -property proposes to construct four buildings to .be used for office/warehous.e purposes. The proposed buildings shall accommodate box truck loading areas and semi=tractor loading docks. The site is currently vacant. 2. Property Owner/Developer Contact: Mr. Kim Henry 'Mr. Kim Henry 921 Breckenridge Lane Winchester, VA 22-601 Telephone: (540) 1578-2870 3. Engineer/Londscap'e Architect: Contact: Mr. John Lewis PAINTER--LEWIS, P.L.C. 302 South 'Braddock Street., Suite 200 Winchester, Virginia 22601 Telephone: (540) 662=5792 4:. Pro,perty'bo.undory and. ,topogrdphic information on these plans was, provided by Marsh Legge, P.L.C. Land Surveyors, 5. Site Data: Existing Parcel Area: 5.7984 Acres (252578.30 sf) Area To Be Qedicated to VDOT for the Fort Collier Road Right -of -Way= 2210.56sf Adjusted Parcel Area- 5.7477 acres (250367.74 sf) P.I.N 54((•A))97L Zoning: B-3 Magisterial District: Stonewoll Existing Use: Vacant Proposed Use., Office / Warehouse Front Yard 'Setback (R.O.W.) Required = 35' Provided - 62'+ Rear Yard Setback: Required - 15' Provided' - 79.5'+ Side Yard Setback: Required - 15' Provided - 17'- Maximum Building Height: Allowed 35''Proposed- 2`0' (1 Story) F.A.R. (Floor Area Ratio):: Allowed- 1.0 Proposed- .169 (42,390sf/250,369.81sf= .169) Building and Impervious Area Coverage: Total Building Area: 42,390.00 sf Asphalt (parking areas): 25,105.18 sf Asphalt (access ailes, loading areas): 51,696.91 sf Sidewalks/Dumpster Pads: 2,492.12 sf Loading Docks:, 672.00sf TOTAL IMPERVIOUS AREA- 122,356.21 sf 6, Storm Water Management is addressed in a report by PAINTER-LEWIS, P.L.C. titled: Storm Water Management Report, Henry Proper-t. , dated June 16, 1998, 7. Landscaping, Screening, and Buffering: See Landscape Plan (Sheet 5/8) 8. Lighting: None Proposed 9. Trash Receptacles: (3) Dumpsters with screening fences. 10. Parking Space Requirements: Property Line Setback: Required 5' Provided - 5,8'+ Spaces Required: BUIILDING 1: (1) space per 250sf of office [3000/250= 12 spaces req'd] (1) space per employee of warehouse [2 spaces req'd] Total parking required for Building 1= 14 spaces Provided= 14 BUILDING 2: (1) space per 250sf of office [3000/250= 12 spaces req'd] (1) space per empoyee of warehouse [2 spaces req'd] Total parking required for Building 2= 14 spaces Provided= 17 BUILDING 3: (1) space per 250sf of office [1800/25 = 7.2 spaces req'd] (1) space per employee of warehouse [2 spaces req'd] Total parking required for Building 3= 9.2 spaces Provided=ll BUILDING 4: (1) space per 250sf of office [6250/250= 25 spaces req'd] (1) space per employee of warehouse [8 spaces req'd] Total parking required for Building 4= 33 spaces Provided= 33 Total Spaces Required overall: 70.2 spaces including (4) ADA spaces Total Spaces Provided overall: 75 spaces including (5) ADA spaces Loading Space Requirements: Office use: (1) for 30,000sf to 100,000sf of floor area, Total office area proposed: 14,050sf LoadingSpaces Required: 0 14050/30000= .47 spaces) P q ( Warehouse use: (1) for each 40,000sf of floor area. Total warehouse area proposed: 28,340sf Loading Spaces Required: 1 (28340/40000= .7jr spaces) Total Loading Spaces Required: 1 Total Loading Spaces Provided: 7 11. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. Provide accessible routes to each building to meet ADA standards. 12. Signs: As allowed by Zoning Ordinance. Setback 10' from property Fine. 13, Environmental Features: Wetlands - Some wetlands indicator plants have been identified on the property. The areas of potentialwetlands have been identified on the plans. Wetland Area 1 contains approximately 1800sf. Wetland Area 2 contains approximately 1200sf. No disturbance is proposed to the stream. Flood plain - The 100 year precipitation event will result in a flood water surface elevation of approximately 670.72 at the property. This elevation was determined by calculations performed in association with the development of these plans. Sink Holes- No sink holes have been identified on this site. Steep Slopes- Steep slopes are defined by the Frederick County Code as slopes exceeding 25%. The area of steep slopes allowed to be disturbed is 25%. The eastern portion of the site contains approximately 0.65 acres of steep slopes. 20'% of this area will be disturbed by cutting to provide room for the proposed storm water drainage swale. Woodlands- No woodlands have been identified on this site. Woodlands are generally defined by the Frederick County Code as including, largely mature trees in groves greater than 1 /4, grce . The Wooded area of the site contains immature second growth deciduous vegetation with some scattered larger trees that average 15"-20" diameter. 09 953" PG 1010 ZONED,' B2 USc 1. COMMERC/AL TRAFFIC IMPACT DATA SOURCE: ITE MANUAL., SIXTH EDITION LAND USE: 710-GENERAL OFFICE BUILDING PROPOSED GFA = 42,390 SF TRIPS BASED ON 1000 SF GFA: WEEKDAY: 11.01 X 42.39 = 466.7 TRIPS AM PEAK (HOUR: 1.01 X 42.39 = 42.8 TRIPS PM PEAK iHOUR: 1.08 X 42.39 = 45.8 TRIPS SATURDAY: 1.32 X 42.39 = 55.9 TRIPS PEAK HOUR: 0.14 X 42.39 = 5.9 TRIPS k�y P/N., 54-A-9 ZONED.- 92 USE- VACANT HUNTINCTON MEADOWS O.PBUILp GO E TINC Cle 1p' �� / F'IN 54L -2 W LANDS:. 4� y 0,5 ,754,- PG. ;621 1`200 SF co�y� 4 ZONE`D.• RIP . USE.- TOWNHOUSE COMPLEX R=730.00' oA ` L=429.85, 6ror2a"W 37.57° STRATFORD DRIVE R=30.GO' L=49.B9' , SCALE: 1' " =100' ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB NDC. DOSE DOWN CURB BML, BUILDING .MOUNTED LIGHT N.P.S.. NO, PARKING SIGN `BSBD: BASEBOARD NRT NO RIGHt ib(44 C&G CURB &c GUTTER NTS NOT TO SCALE CIP CAST IN PLACE CONCRETE OHE OVERHEAD ELECTRIC CMF - CPP CONCRETE MONUMENT FOUND CORRUGATED POLYETHYLENE PIPE OHT OVERHEAD TELEPHONE CMP CORRUGATED METAL PIPE'PL PIV POST INDICATOR' VALVE CMPA CORRUGATED METAL PIPE ARCH PROPERTY LINE Co - CLEAN OUT PP POWER POLE DIIA. DIAMETER' PVMT PAVEMENT DS DOWNSPOUT RCP REINFORCED CONCRETE PIPE EOP EDGE OF PAVEMENT RD ROOF DRAIN FE FIRST FLOOR RED, REDUCER FFE FINISHED ,FLOOR ELEVATION R.O. ROCK OUTCROP FOC FIRE DEPARTMENT CONNECTION` SAN, SANITARY FC, FACE OF GUTTER STD. STANDARD FH FIRE HYDRANT T.B.D, TO BE DEMOLISHED F. S FIRE LANE SIGN T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED GIM GAS METER TB THRUST BLOCK GV GAS VALVE TC TOP OF CURB HICR HANDICAP 'RAMP TEL. TELEPHONE H8- HOSE BIB TRB TELEPHONE RISER BOX HDR CURB 6' HEADER CURB TVRB TELEVISION RISER Box HP HIGH POINT TYP' TYPICAL HTR. HEATER UGE UNDERGROUND ELECTRIC IPF IRON. PIPE ,FOUND XFMR ELECTRIC TRANSFORMER IPS IRON PIPE SET IWL WATERLINE INV INVERT WM WATER METER LP LOW, POINT WPP WOOD POWER POLE LT LIGHT WSP WOOD SIGN POST MILP METAL LIGHT POLE WTP WOOD TELEPHONE POLE MIPD MULTI -PRODUCT DISPENSER' WV WATER VALVE MI5 MAIL BOX 5`R RADIUS IN FEET Mai MANHOLE - x0'0:00. PROPOSED SPOT ELEVATION MSP METAL .SIGN POST x(D0.00) EXISTING SPOT ELEVATION FF?ECDEFiICK COUNTY, VIA all IA VICINITY t .,r-r Y AP V 1,0000 UST OF DD RQVVEMOSe SHT. 1 /8: COVER SHEET SHT. 2/8: VDOT NOTES, CONSTRUCTION NOTES, , EROSION & SEDIMENT CONTROL NOTES SHT. 3/8: SITE LAYOUT PLAN SHT. 4/8: SITE GRADING PLAN SHT. 5/8: SITE LANDSCAPE PLAN SHT. 6/8: SANITARY SEWER PROFILE WATERLINE PROFILE WATER AND SEWER DETAILS SHT. 7/8: CONSTRUCTION DETAILS SHT. 8/8: EROSION AND SEDIMENT CONTROL PLAN RESPOVEILE LAND MSTURBER NAME: _ CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. �i0( 13161 ��nr�;l+ir- s ,� � i"� • ti- � L SITE PLAN EXPIRES FIVE(5) YEAR'S FROM DATE OF APPROVAL ,XLTH 0_ to Z� O J C IS U o.021621 QZIONAL S�� =_ `Wi% P Lo( PAWNTE:RnLLn 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: paintlew@mnsnc.com JOB NO.: 0106021 SHEET- 15NOV01 I ATFST RF'VISION, nATF• 7SAIIC,()9 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 2 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. vs. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOVS WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. ' V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HiS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY, VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN 'FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.. V9. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. V12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT, WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE t DETERMINED Y T I R DESIGN 'CAN BE DE ER ED B HE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT ARES SHALL BE INSPECTED AND APPROVED BY VDOT REPRSENTATiVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY MARKED AND LABELED AS BELONGING TO A PROJECT WHICH WILL BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE CONDUCTED ACCORDING TO ALL ALL APPLICABLE VDOT STANDARDS. V14. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED :BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS, A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. V15. VDOT STANDARD CD AND LID UNDERDRAIN'S SHALL BE INSTALLED INDICATED T WHERE ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY, V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. STOP SIGNS SHALL BE THIRTY(30) ONCHES TALL WITH HIGH INTENSITY SHEETING. THE BOTTOM OF THE SIGN SHALL BE SIX(6) FEET ABOVE THE EDGE OF PAVEMENT AND THE POST SHALL BE A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT. SIGN POSTS SHALL BE OF A TYPE FOUND ON VDOT'S APPROVED LIST. A COPY OF THiS LIST MAY BE OBTAINED FROM THE DISTRICT SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT. V18. THE DEVELOPER MUST PROVIDE TO THE LOCAL VDOT OFFICE A LIST OF ALL MATERIAL SOURCES PRIOR TO CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V19. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER, DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD AND BRIDGE SPECIFICATIONS" (SECTION 304) AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL 'PERFORM THESE TEST. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V20. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION OF VDOT'S "ROAD AND BRIDGE SPECIFICATION"(SECTION 315). DENSITY WELL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V21. APPROVAL OF THESE PLAN SHALL EXPIRE THREE (3) YEARS FORM THE DATE OF THE APPROVAL LETTER. SEOUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Clear and grub site. 3. Strip, stockpile, and stabilize topsoil. 4. Construct temporary sediment traps and diversion berms. 5. Perform rough grading of site. 6. Install rock check dams in drainage swole. 7. Perform final grading and site stabilization. S. Remove temporary controls. 20'R 34.00' 2D'R .1 12' EX. 'EOP MATCH EX. PVMT. PROPOSED ENTRANCE_ t-- TYPICAL TO BARER LANE = 600'+/- SIGHT DISTANCE = 350' FORT COLLIER DRIVE POSTED SPEED = 35 MPH SiGHT DISTANCE = 350' ENTRANCE TAPER DETAIL NOT TO SCALE a INSTALL CG-12 RAMP AT THE DISCRETION OF THE VDOT INSPECTOR 0 O u_ ,- 4' SHOULDER EX. ROAD 14' 4' CROSS SLOPE = 1 /4": 1' r ; CG-6 i } i ............ ...............: ............... J......:..........:............................................::........... {{ 1.5 SM-12,5D _! I 1 i I'I : I I "--a �T, , i¢ 1.5" IM-19°0 l i I II i A I�_ (i�� `` 3 �-� jai °I -,,�...� t I---1 l i.�„,p I I"�l I i..T-1 i �.e�.t e t-�•c't � el i 1 -vI 4" BM 25.0 8" 21-B 12„ COMPACTED SUBGRADE- EXTEND DITCH AS REQ'D TYPICAL EINFRANCE SECTION NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF RIGHT-OF-WAY. 4" �I o PR'. STREET OR 2,.B R wJ, AISLE APPROACH TO �1� ,i lI iA BE °6 ,. ,. THE SAME AS �1 LA MAINLINE ROADWAY. . �. n; (RADIUS TO BE AS I i ° (RADIUS TO BE AS C CLASS; A3 SHOWN ON PLANS_) f "r p� SHOWN ON PLANS) H;E.S.) I - - - - - - I �LJ CONCRETE / �� SECTION C-C WITH ®RADIAL OMBINATION ® CONSTRUCTGRADE CHANGES WI A - - ' 6" SIDEWALK CURB &I GUTTER PARABOLIC CURVE, 4' ST'D. CG-6 � ( ) � WHEN THE :ENTRANCE RADII 'CANNOT-Lq - �► 6 ACCOMMODATE THE TURNING REQUIREMENTS EXPANSION JOINT OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE EXPANSION JOINT CK � OPTIONAL DEPTH FOR SIDEWALK AND CURB RAMPS LOW LINE, _ ,, WITHIN THE LIMITS OF THE RADII SHOULD BE METE: WIDTH W "B = 2'-0" MAINLINE ROADWAY INCREASED TO 7°° O AS SHOWN ON SECTION. EDGE OF SHOULDER OR OPTIONAL FLOW LINE AL WHEN STADAR , CG-1 1 IS USED FOR. PLAN �Q� ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: 8% MAX eo MAINLINE PAVEMENT SHALL BE CONSTRUCTED PAR SOLI_ SLOPE CHANGE -�"� _ TO THE. R/W LINE (EXCEPT ANY SUBGRADE CURVE I STABILIZATION REQUIRED FOR MAINLINE PVMT. �. WHICH CAN BE OMITTED INS THE 'ENTRANCE.) RADIAL CURB OR COMBINATION CURB AND MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED 5° 870 MAX. ---------__-LJ SLOPE CHANGE - ----_ BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. b-- 40' MIN. FOR MIN` STREET CONNECTION WHEN USED IN CONJUNCTION WITH STANDARD T DESIRABLE FOR CG-3 OR CG-7, THE CURB FACE ON 'THIS STANDARD IS TO BE ADJUSTED TO MATCH THE COMMERCIAL ENTRANCE MOUNTABLE CURB CONFIGURATION. SECTION A -A SEE STANDARD CG-12 FOR CURB RAMP DESIGN GUIDELINES FOR GRADE CHANGE ® T WITH T 0 BE USED WT S STANDARD. ENTRANCE VOLUME DESIRABLE MAXIMUM PLANS ARE TO INDICATE WHEN CONSTRUCTION Of HIGH MORE THAN 1500 VPD 0% 3% A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE MEDIUM (500-1500 VPD) <3% 6% DRAINAGE ACROSS THE ENTRANCE. LOW (LESS THAN 500 VPD) <6% 8% OPTIONAL FLOW LiNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING METHOD OF TREATMENT- OF WATER. CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES G 1) - 1 VDOT 2001 STANDARDS (C NOT TO SCALE CONSTRUCTION NQTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible: for determining the exact location of oil utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTORshould' encounter utilities other than those shown on these plans, the CONTRACTOR shah immediately notify the engineer and. take the necessory, and, proper steps to protect the facility, and assure the continuance of service. Cali "MISS UTILITY" @ 1-BUO-257-7777, two days: prior to any excavation. 2. The', CONTRACTOR shall -have approved construction drawings prior'to th'e stort of construction, At least- one copy of approved plans and revisions shall be kept on -site at all tinges. 3. Cut and fill slopes shall not to -exceed 2-horizontoi 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 shalt be compacted to 95%- density as determined( by methods per standard' proctor ASTM D698. Density shall be verified ,by a qualified soils engineer. C. Controlled fills sholl 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, n'` 'stripped f i) The r i n ri i ` a d st pped o topsoil,, e area s the to 'be sca fed and compacted to a depth of 6 inches to the same density as the controlled fill to be placed thereon. E. fill material shop' be token 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. Add topsoil adjacent to the backs of curbs to allow for settlement. 7. BENCHMARK: Railroad spike in wood power pole located at the intersection of Fort Collier Road and Baker Lane. Elevation= $80.55. Confirm benchmark elevation with Marsh & Legge, PLC, 540-667-0468, 8. All rod+'i indicote edge of gravel, edge of pavement or face of curb as applicable. 9. Where plans call for matching existing pavement; the CONTRACTOR shall provide cut joint. or asphalt overlay os required to provide a' smooth transition, 10. All property corner markers disturbed or otherwise obscured by coonstruction are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. Pavement construction and material items called for on the plans refer to VDOT standards and specifications. 12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. 13. The. CONTRACTOR shall obtain permission from adjoining property owners prior to conducting •ony 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 wager supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority. 16. The CONTRACTOR shalt provide line- painting as generally shown on the plans to delineate parking stalls and traffic patterns. 17. The Contractor shall obtain a Land Disturbance Permit from the (Frederick County Inspections Department prior to initiating any site work. - 1'8. Erosion and sediment control ,practices shall conform to the requirements of the Virginia Erosion .and Sediment Control handbook and the requirements of Frederick County: PROJECT DESCRIPTION Preparation for the construction of the .proposed project will include the rough •grading of approximately 4 acres of land. Grading operations will generate fill and- cut material which should be utilized on -site. Existing Site Conditions The site is generally open with o mixed gross vegetation and is currently vacant. The constructio area generally droins toward the northern boundary of the °property to on unnamed tributary of Abramis Creek. Adjacent Areas. The eastern boundary f .th' property i -adjacent t residential ir r r n boundaries r adjacent to bu cry o e pope ty s adjace t o_ property. The northern and western bou da es ore commercial property. Along. the southern boundary is the Fort Collier rignt-of-way. Off -site Areas Durin clearing and grubbing, the site Contractor may transport off -site the residue from the wooded area. During earthwork 9 9 9 9 9 operations, the contractor may Import or export materials as required to achieve final grades and specifications. EROSION AND SEDIMENT CONTROL MEASURES: 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed near the entrance from Fort Collier Road. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights-of-woy. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair .and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadwa ys or into storm drains must be removed immediately. The use, of water trucks to remove materials dropped, :washed, or tracked onto roadways wilt not be permitted under any circumstances, 3.09 Temporary Diversion Dikes will be installed along the downstream perimeter of the construction- area as part or the first measures of construction. The Diversion Dikes shall, be inspected after each rainfall and at least doily during prolonged rainfall. Any required repairs shall be made .immediately. Damaged, decomposed or otherwise ineffective borrier areas shall be repaired. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remainingin place after the sillt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.03. Temporary sediment traps will 'be provided in three locations generally as required to intercept sediment laden runoff. The trap berm will be constructed with on --site materials and Will be seeded with the temporary seeding mix immediately after installation. The trap will be Inspected after eachh rain storni and repoirs made as ne cessary. , 3.17 A permanent stormchannelwater conveyance wAII be anstaIIad oear the eastern ProPertY li ne to contain and direct the, storm rm , water runoff generated b the proposed development into the existing stream located along the northern boundary of the site, 9 Y P P P 9 9 ry 3.1.8 Outlet protection will be provided at the outlet of the proposed storm water pipe located near the corner of Fort Col,iier Rood p P P P PP and Stratford Drive, 3.20 Rock check dams shall, be installed as depicted on the plans in the Storm Water Conveyance Channel The dam will serve to trap sediment and will be permanent. The dam will -be constructed of Class II rip rap. Sediment shall be removed from behind the check darns when it has accumulated to one half the original height of the dam. The doms shall be checked for sediment accumulation and functionality after each storm event and repairs made as required. 130 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be- uniforrril spread and rolled to a minimum depth of 6" or as called for on the Tans. Topsoil sholl not be placed while in a frozen Y P P P of wet condition. Soil stabilization matting will be applied to the fill slope to be constructed adjacent to the stream along the northern boundary. , The matting will be a three dimensional geornotrix of polyethylene monofilaments containing UV inhibiting stabilizers. The mat will be' Enkamot Erosion Control Reinforcement Mot or equal. The mot will be applied in accordance with the manufacturer's recommendations. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.51 will be applied all areas which will not be brought to final grade within 30 days. Embankment or ,excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dotes, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades hove been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Toll fescue 60 Ib.oc 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 -Nurse Gross -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 Ib/oc 9.8 85 May 1 - Aug 31: German Millet 12 ib/oc 98 8:5 Of Feb 16 - Apr 30: Annual ryegross 12 ib/oc 98 85 Mulch: 1.5 ton/oc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 2 LAJ O `0 CL cn C o C) Lu Z 4 Q la l --I 6Zb i ;ems. i l ,0 Y J LA h- U 1..J Q Of CL ® 0 ® O cU r- . (0 0) Oj i` 0 V CV in, U I N3: .- U1 cs7" a W O � O Q) C 'p •, M N 0 - , Cl. LU 4 in C 0- 0 E Lu 0 () V) Z Q� f- L1,J J W ::) Z (J) C� Z OW H OP a 0 AN N C. LEWISo. 21621 S 1 0 L N DATE: SURVEY: 15NOV0'1 NA SCALE: DRAWN: NA PL-PLC C.I.: JOB NO.: NA 0106021 DWG: SHEET: SP-sheet2 2/8 EX. AN MH RIM=668.37 /NV IN= 660, 67 £X. S4N MH INV OUT= 66Q.65 -i_j EX, S4N. MH RIM=669.86 RIM=673.71 I =662. 88O INV OU =662 7Q /NV OUT= 4. �""' 6 669 91X _a ,0� A W_.._tCKN � IN, 20' OR.4/NAGE ESMT. �,g3p'�d• ti.'4TF,.. 5 PARK►,::_:. � s-__£X.?---"'•-- / ,) � Ac vIpIr 9r I* `- _... _ 1DO 27 W , ae N 36 i2 S4N SEWER 15 BRI. £ ,._..r . i / 1, „``•. .'•,. f , ,,- �\. .—� � :y i' -i : f fi i �/ /7f i 'e`at tips 12' // C \ \ `•. `? 65• S? OL/AlPSTER\ Q _ c 58" CMF f R 4 CO'9 If .,, ,�,� ,\ ~�. :� i ~� f �s•�+.moo-?• s0 . s``';v�y QO�u � ,y C �� �; T TRB (Ol \ \ -`. '`` `� ` , '' i I ,� `' • 9 O° ` -fit �� �--. - ; � ( l S EXISTING BUILDING 14,400 SF THE L /NE �' >oo. ?. / 1 0 4 �� TRB / (Ol / `/� FF = 678.20 EX. DUMPSTER 3, ,pr1Q I �° X , boo - J �`` v� TRB 2g =7 "• HT. _ 22' ` [( �r / �`V ' JQ QJ j,w? L = 64.97' `► \� 1� \ \ R f �O R �° C�• `� tC� �� <o OQ2 TVRB B EX. SAN. MN + 4 Lb \ `\� -a 3i• 2 / 70'-4"0 SDR 21 O ° TRB' ( / RIM=678.00 `` \ PVC01.08% �\� ? p° �h / Ol2 �[\ INV IN=667.90f \ % �\ INV. IN= 668.50 ` 4 `^ g3 ?og o° ' '� F 0 z �' PROPOSED BUIL G 4 00• �0. / �'%y , TOTAL FLOOR AR 18,750sf 1 "WATER LINE \ �\ 4' / / oC.- Q °z =3', ?6 5 70 `�, ` ;` FL.S. �/' ` Re,o• ` / v v, (OFFICE = 250sf) (WAREHOUS 12,500sf)` 4� \ \ �* \� .r }� `cy \ PROP. SAN Mi� s. / 4 1 ORY / 1?0'-8 SAN. /i N \ G I / TOP=677.30 \ i/ / C' r �o r , a FF 677.00 fi s s£w. ®o. s7x Q , , S �.. FL.s / t_";? b'' WATERLINt •— , `Cp ��"' / ` 6 OUT=673.30 �, J,r�c �4 BUILDING ITS MAY REQUIRE I/ \ n\ (2) 4 IN-673.5 :� / fit. 2 / i EX 36 4",a: 't/t.;G`,AT______z// m, rg , SEWAGE LIMPS AND PUMPS INv IN, iNV U.'>� \ �'\ F� , \ �} EXISTING BUILDING ` / 00, Gw (QJ \ \ J t X 5' 'CiPE - ti._ \ 9� `• \ `� HCR ` 10, 000 SF OP \ FF = 679.20 \ R,,,• 2 0 �q • \ �S4N. �.�j HT. = 22' R FH ASSY. /M=677.30 \ �I � ti ` �La` � a° 1" WATER LAT. INV IN- 669.50 . INV OUT=669.JO '?� `` % �`\ ,� � h° 1" METER 1? X <5 TAPPI ;\ ` /'� F.`N E5✓"-2 o y (O \ VAL VE- ct` .5L FL: VE ` \ , \ �\ / 20 SQ , P QRn\N r a C®, a !/d' �y! IN-1 '-. "N EX. SAN MH \ . ' A � a 0- 0 0 J w W INV = 670.56 240 '-8 SAN ` / \ r , V 0 �o- o �x., `� Z \\\ SEW. ® 1.20f, e p PROPOSED BUILDING 1 4 ti R'. i 4"- - ' \ � t �•!:, t2, °p R-20' TR ( Z TOTAL FLOOR AREA= 9,240sf TURN LANE -USE 1 ARROW (TYP.) PR. CG-6 EX. EOP i 1 - r _ EX. PVM'T MARKINGS. V 1 1 r' � + DASHE LINE EXTENDING ' ENTIRE LENGTH OF PR. I 1l RT. TURN LANE. 1 I ST NDARD 2' SKIP LINE 1 P� H 4' GAP. rA� . iL 0' / 'a / I S I < 1 I o STRATFORD DRIVE 25 MPH r / FORT COLLIER ROAD STRIPING PLAN SCALE: 1 "=40' w7f=< R (OFFICE= 3,000sf) i'o ' Ol \ e �• , �� � N v.4� � (WAREHOUSE= 6.240sf) g`S,39a?• 8' \`'s' O / �9 0; c S�qo� P�Fo 1 STORY R` aye, \ (p ~ / W Q 5 "5• vR fl 5 j NcE FF= 682.00 ~ l �B \ / _ /LU EXISTING PVM . \ ` �, P j - PR. BLDG. 3 v O MaRKiNcs WATER LAT.. TOTAL FLOOR / \ w pG 1METER of 8 AREA= 5,400sf �� 101 Q O W Z \ g �� R 9 {OFFICE= 1,8U'sf) o >> O _ — h $ g• o�.51y. g (WAREHOUSE- 3,600sf) \ v EX. SAN. MN ��°o. oo 1,00 C� C RAM=s8D.50 \ J kf�x'T1e 7 g°° m �c. h. 1 STORYff, I / INV OUT= 672 30 - . ES ^� Q J TO RACC ACCEPT EX. MHPR PIPES . \+ `�qo° PR eER��N� a_'` 1 FF= 682.00� Q lQl ,6 `� `� ,qp PR. 6" IN=672.30 oo k 20 O� �/O / PR. 4" IN=672.30 \ ` ¢' s g. 2x - °' ti OP FIELD CONFIRM SEWER \ � G R g; 04 ELEVATIONS PRIOR TO CONSTRUCTION. PR. SAWCUT LINE , NpG 0 35op LOADi* ,� "�� O w 40' 0' 40' ( Q S. EX/ST/NG EDP R Z��p' o sAREA ^\ Q`o Q l 1y \ 120'-4" SDR 21 PVC 02.08% $ !;c tr O , r hry , ', � v° TAP BY F.C.S.A. c^ "� FH ASSY. �^ PROPOSED BUILDING 2 �• r ' Q,; .;.F; JmQ� o �3 \ / SCALE: 1 "=40' 1" WATELATER�.\'�°' TOTAL FLOOR AREA= 9 000sf '• 1( hh a°J'� 0000• / R AL y r o `�' � ti' 1" METER (OFFICE= 3,000sf) VDOT ROW DEDICATIO(WAREHOUSE= 6,000sf) O N , \�$� 5' WIDTH; 221 of SF \ . - 1 STORY (Ol \ \ \ R6ill •.8 FF= 683.00 PD�NG 20° $ \ (Ol 5' PARKING SETBACK PR. 14' WIDE RT. TURN LANE. SAWCUT EX. PVM'T TO PROVIDE SMOOTH JOINT.,01 J SEE TYP. ENTRANCE SECTION FOR N,p E `' ?�. o�' PVM'T CONSTRUCTION. RESTRIPE AS \ s N �4� ( °es�, o_ INDICATED ON FORT COLLIER ROAD \ w. } „ J 19 STRIPING PLAN (THIS SHEET). MATCH EX. PVM'T ELEVATIONS. PR. CG-6 �� CR N LR- 7286 68• \ ` 2.00 1 1 t , HC SIN, PR. SAWCUT LINE EX. 12 " WATER M4/N / �` $•� - , 1 HC SIGN 's+. , PR. CMU RETAINING WALL ,0\. \�, 10.00 LOCATE 1.5' OFF OF PR 3g p0 �� BACK OF CURB. ` ,, R67, Ol EXTEND WALL ENTIRE LENGTH OF ADJACENT PARKING AREA. (SEE RETAINING WALL DETAIL- SHEET: 7/8) r` n CURB 1 '( 0 1 n �. ' ,g O 22 8.Oft. OT NOTE: BAGE NOT DELINEATED '� ' 1 li' o y 4 6 CG-2 I TR88 ( \ TURN LANE -USE ARROW AS PARKING SHALL BE "T� , / �l S / IDENTIFIED AS: I 1' , I j��j 4� �/ / NOT TO SCALE FIRE LANE NO PARKING WITH APPROVED SIGNAGE AND MARKINGS AS ' I ij (A <1\ DIRECTED BY FIRE MARSHALL. i QJ4``04, (O I T �. l \ EX EDP--�-��w JV II ti w°P� / ,' PAVEMENT STRIPING NOTES I I cT0 1. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH THE i> MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISIONS THERETO: _ ( PR. -1 �\ A. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PR. SAWCUT LINE < I I T= 1 PR. 14'-15"0 RCP B. THE VIRGINIA DEPARTMENT OF TRANSPORTATION, ROADS AND BRIDGE ii�, 0 2% MINIMUM SLOPE STANDARDS, VOLUME I AND 11, 2001 EDITION. PR. STM MH-1 C. STANDARD ALPHABETS FOR HIGHWAY SIGNS MARKINGS s / TOP= 6$8.00 CONNEC EX. 150 RPR. CG-6 i RCP STM. SEW. AS REQ'D. 2. EXISTING PAVEMENT MARKINGS SHALL BE REMOVED ONLY WHERE L= 575'3 p -25'�PEKT 066', TpONEENXCRB CG-6 TO MAINTAIN Ex. SLOPE. NECESSARY TO AVOID CONFLICT WITH PROPOSED STRIPING CONFIGURATION. 2 I TA REO'CU0.,--._.._ CUT AND REMOVE EXCESS. IN!! ,N-6J7.07 ?O' SLOPE & DRAINAGE ESM T ING ��IT=6� 84 q � " s °N STRIPING KEY I / s KEY DESCRIPTION EX. 12 " WATER MAIN O TYPE B, CLASS 1, WHITE PAVEMENT MARKING. r WV Z "' " ` fah Rc. cH .," ^`�._ 4" WIDTH, LENGTH AS SHOWN ON PLANS. STRATFORD DRIVE e-^-\ TYPE B, CLASS 1, WHITE PAVEMENT MARKING, TURNING LANE ARROWS. J SEE DETAILS FOR ARROW DIMENSIONS. SEE PLANS FOR ARROW J j 25 MPH LOCATIONS, x W •J O O U W Q �0 YWIi W UU 120' O 0 ■ 0 O J O N ■ a a) D�M�o Un N U ' N c Lo C W o J o>��°' C 'E LU O Q m V) _ . v GL cn N a ZO +' U O C ~�LLI aN a� (' U) Z ►- w J �J iiiiiiii z0 iii�i► Vwft mom rr�rr► U w of 1 U J N C. LEWIS a No. 21621 OA�ss'�'�}� -ZONAL . DATE: SURVEY: 15NOV01 M&L SCALE: DRAWN: 1"=40' PL-PLC C. I.: JOB NO.: NA 0106021 DWG: SHEET: SP-sheet3 3 /8 ENKAMAT EROSION CONTROL ` -- REINFORCEMENT MAT OR EQUAL 1 t6'Y�S _a. i...}� \ ",. 'A(r, ✓ .. ._ '- __ -".- Q?''t F�EI - _.. - _ c"o . �.. . - t} _ _ J BACK /. - .. � _ :� _•.... -,� nos' -_ �, . � 5 P RK} i r — O _ A T - _ 15 ..a�. f'' KlNG ET5ACK 1-_ t 5 @R .. .,.r^,-- _�� .._ ..- �,�` 1 / ►ry' / / f ;. __. \ eb / \ � � � •-, -,C.r+k'.--. -. _. ____._`.__ _.. --_,_._.. _". c%fi!6, t ,�b / tii. Y Z . _ r `6} yl y t �, - - — _ ° ` ►i t 91 - � r _ _ - GA- • Y�..,.�r:»�..... N�ll '-0 -- ti J /j A1L (,- .y_ ..r -s� ivr• / PV+�l' _ .._ _. ^'�9✓'!/ � ^_�.,�'� � �t v � / / \ ,i Ai ' f\ / ;gat \ - —._ ,�� q�l �- d 7 0 i• In 74.1 — — y j I PVMT 0'pvm76.00 - PVMT 0 I /! dc- ` to \\ I \h \ FFv 677.00 \ t) 1j, t6 g 1 // ♦ 1 \ / I / / \ / n Tc FF- 00 - 9\ At 7T TC j 1/ /'1 j I \ TIC f . •" \ `� \ e E�gP oocK �/ tit /TC/ / \ \ \ 86 77. FF- 682.00 e /. \ \ \ fld 1a, \ PVIM7 NN pvw -\6 PVMT \ I / / \ FF= �83.00 7 oocK \\V 5• PARKING SETBACK DRAINAGE FLOW `D �• r DIRECTIONAL ARROWS \ I r TYP.) FOR REFERENCE ONLY) \ P F7W 1 w I / / I I +21 // \ CD I r I W j X \ r { I / / t TC / ttFF 7, oil 40' 0' SCALE: 1 "=40' z O C/) W cr Q 0- z Q rI LIB; w J F- F- v � � m V) Z w zi tZ O O O V }Q LAJ Q) Z O � Q Q On U Q) C) 00 O O N O z Q J Q a Z Q Lj Q ix /►/ > � O LAJ { L w `L V 1 d. O Ly Z 2 J =) z W Q O OU F—Li U Lj w YU�W ■ O O N ■ Q a (D0�o c/) r � U N C (n °�O lolos �LnnQ) _J 0 L,'O�a W mtn� to L .L N U +--" U 0 E Z 0 W (n QN O r� ir� tl z J W z �wwii►wr�► cn � zz O vmm low usa lima U w PLTH OF p!�'c JOHN C. L IS- a ZONAL _ DATE: SURVEY: 15NOV01 M&L SCALE: DRAWN: 120' 1"=40' PL—PLC C I. JOB NO.: 2' 0106021 DWG: SHEET: SP—sheet4 4/8 LANDSCAPE NOTES 1. Greenspoce Required: 25% 5.75acres x .25= 1.44 acres (or 62,592.39sf) Provided: 51.13% (2.94 acres) 2. Parking Lot Landscaping: Perimeter- (1) tree per 40' of parking perimeter required. 1069'f /40= 26.73 trees Provided- 27 trees Interior Greenspoce- 5% min. interior greenspoce required 25,105.18sf (parking area) x .05= 1255.26sf Required Provided- 11.2% (2819.78sf) Interior Trees- (1) per 10 parking spaces (75/10= 7.5 trees required) Provided- 8 trees Total parking lot trees required: 34.73 Total provided: 35 Provide headlight screen to block glare from shining onto Public R.O.W.'s and adjacent properties. See buffer planting along Fort Collier Road described below. 3. Buffers and Screening Required: *The adjacent property to the North is zoned M1 which requires no buffering. *The adjacent property to the West is zoned B3 which requires no buffering. *The adjacent properties to the East are zoned RP which requires a Type C buffer. (75' inactive buffer and 25' active buffer with a full screen. (The Huntington Meadows Townhouses sit well above the proposed buildings. There is an existing strip of immature deciduous trees along the common property line where the existing ground slopes up to the townhouse property. At the base of the of the existing slope, within the buffer area the existing ground consists mainly of exposed, hard shale. This area is unsuitable for planting. The developer proposes to place the required amount of evergreen plants adjacent to and within the existing deciduous tree strip. The existing vegetation is proposed to fulfill the buffer and screening requirment for the required deciduous plants. The screening plants will be located near the top of the slope as much as possible for maximum effect. An opaque board fence will be provided behind the plants near the crest of the slope. (See Landscape Buffer Section A -A, below.) *The adjacent property to the South is the Fort Collier Road right-of-way where a Type B buffer is required as described on the Master Development Plan for Henry Business Park. (See Landscape Buffer Sections: 81-81 and B2-B2, below.) Plants required: 3 per 10 linear feet; >50% evergreen. >33% deciduous, minimum of 3 species; height= 4' @ the time of planting. (398' of frontage to be developed less the proposed entrance) 398'/10= 39.8. 39.8x3=119.4 plants required Plants provided: 120 (80 evergreen plants) (40 deciduous) 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 occordingi 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 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. Stoke 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 oil 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. 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 ail materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 15. All existing plant materials shall remain unless otherwise noted on the Site Pion. PLANT LIST KEY 0TY. BOTANICAL NAME COMMON NAME SIZE SPACING AR 35 Acer rubrum Red Maple 2 112" Cal. See Plans FI 35 Forsythia intermedia Border Forsythia 3'-4' cont. 6' o.c. IP 22 Ilex pedunculosa Longstalk Holly 3'-4' B&B 6' o.c. JV 53 Juniperus virginiana Eastern Redcedar 4'-5' B&B See Plans PN 18 Pinus nigra Austrian Pine 5'-6' B&B See Plans PS 58 Pinus strobus Eastern White Pine 5'-6' B&B See Plans TM 69 Toxus media 'Andersonii' Anderson Anglojop Yew 3'-4' B&B 4' o.c. VPT 1 5 1Viburnum plicatum tomentosum Doublefile Viburnum 3'-4' Cont. 8' o.c. Plant sizes indicated are at time of planting. LANDSCAPE BUFFER SECTION A -A SCALES: (H) 1" 20.0' 'ROPOSE DOUBLE SOW OFVEREENTHE Z PROPOSED 6 _ a w BOARDN L` 690 _... __ _ 690 Z __--..___.Q h.- / 685 � N __._ __ __ � _. _..__...____._____ _ .__-. __..__ __....__ ___.__.. _ ___ 685 EXISTING ..__ 7777_._ EXISTING GRADE _._ ._-.. VEGETATION 680 ___ ___.__ W 680 J 67 675 PROPO EGRADE A A - - .,_._. max.-:. •:.._......::.- _ �-PR VEGETATION LINE/ PR. VEGETATION LINE * , AR ` AR AR O AR AR \ AR �. y ,� ----EX. VEGETATION LINE \ AR EX. VEGETATION LINE \ AR AR AR/ 00� 10 PS 0111 AR oe X _ 1 AR A / y �R. In Cf) >_ Cn co OD W O Q � O O J F;- r_ Q CL LQ U O V) Z z W Z Q Q Lu 4 � O 00 O O Z ram. , Q a` W Q Li., \ Ilk r O Q-' NOTE: CONTRACTOR TO REGRADE, SOD OR W J \ • AR ASOSDiSOTURBDEDSASAA RESULT ALL Z MULCH � d Q OF THEIR WORK. W Q U /.. YWI_W 0 ` O ,{t 6� "S •' O o N M E N • 0 ✓ 20 V y (2) UPRIGHT STAKES TO BE USED ON 0r a,U TREES UP TO 12' HGT. LARGER TREES �+ " N U) In U TO BE GUYED. (n I I C �� J2G� TREE WRAP MAIN TRUNK 0 (0 C i� O RUBBER HOSE 0.0 O^ �. O BUFFER SECTION 62-B2 SCALES: (H) 1" 20.0' 5. 0' 6951 695 690 PROPOSM.__ TREET TREE 1690 _R.QPOSE.p_- GRADE 685 685 EXISTING GRADE 680 3' HEADLI H 680 SCREEN PR WALL _ 675 -. -.-_ -_._ r _-- 675 a- 82 B2 •AR Q W Y _�' t if) d 3 2"x2" HARDWOOD GUY STAKE J 0 > ` I �4Z- Q �2 PER TREE ' �12 GAUGE GALVANIZED 0 � C _ ' 1 r• ' __. -AR QO��OQS / WIRE -DOUBLE STRAND TWISTED C)0 Q% 0 0 ' 46 TM - go J� / DO NOT COVER ROOT CROWN. m V) �_ �N + • . R` , O`�� �.� 3" MULCH 4'-0" N 0- N _ QQ V U N 0 E 1 4� Off' 3" SAUCER AROUND TREE 7 C F L� AR too. tO,wU W A.4545- ' Q o { a� t 1+ EXISTING GRADE N i Sal mix 3 B SOIL MIX - - i Z ll _ 5;' Yb f�� ! II i iYf Ply t2 _ W � � `O 2e Ps Al, COMPACTED MOUND TO PREVENT U1 - / TREE FROM SETTLING - 6" MIN. HGT, Z C� O w0 C UPRIGHT STAKES EXTENDED TO ! ,i 0 FIRM BEARING I v i Q REMOVE TOP 1 /3 OF ALL BURLAP & �" Or ROPE FROM ROOT BALL. TREE PLANTING MIN. TH 0 t SECTION I f I! NOTE' PLANT SPACING VARIES -(SEE PLANS)- O m PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES U OHN C. LEWIS y No. 21621 I d E ALL SHRUB BEDS TO BE COMPLETELY _ ' I^ EXCAVATED OF ALL EXISTING SOIL •01 w I !` i '_... TO REQUIRED DEPTH AND BACKFILLED OA 1� Q O f Ii r 'f W/ REQUIRED SOIL MIX. -IONALG = MULCH TO BE 3" DEPTH ' 1 COMPLETELY REMOVE ALL u STRINGS, RIBBONS, AND -r d TAGS FROM PLANT. DATE: SURVEY: STRATFORD DRIVE 15NOV01 M&L 40' 0' SCALE: 1 "=40' 40' 120' REMOVE TOP 1/3 OF A BURLAP FABRIC AROUNI ROOT BALL. SCARIFY ROOTS ON PO', BOUND PLANTS. SHRUB PLANTING BED COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SECTION SCALE: DRAWN: 1"=40' PL-PLC C, I.: JOB NO.: 2' 0106021 DWG: SHEET: SP-sheet5 5/8 WATERLINE PROFILE SCALES: (H) ' =50.0' (V) 1 5. 0' 6951 695 6901 690 6851 685 EXISTING 3RADE PROPOSED GRADE 6801 680 36" MIN. COVER 12" MIN. CLEAR 675 675 r" 4' SAN. LAT. L81-0 ' DR-21 PVC WATERLINE 1 w 4" S N. LAT. Z O a U = U o w Q N � Q O a U U_ Q w m w °° Cn Q Q L m =L_ It d 1= O Q � O � + + + + w _Z Z L,J Z Z CD J O ZCr- i= cD -J O ZCY- �: w Q L Z d 00 O t\ c0 cfl rn U-) to Li-1 Q Z w LLLLJ X w 00 t>D f� n r\ Ld w U w c0 c0 cD c0 w U w 10+00 1 1 +00 12+00 13+00 14+00 form board gate valve i gate valve trench bottom-1 "+-<�5 & boxes g twx undisturbed earth / stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with `denotes hand excavation polyethylene and the concrete poured to completely surround 'D' = 12' min for 10' and smaller pipe the fitting and against undisturbed soil. The bean dimensions •D' = 18' min for 12' thru 20' pipe against undisturbed soil shall remain as shown see rhart below for A, B, C dimensions CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia. Plugs, Wyes & Tees 11 1/4• and 22 112° Bends 45' and 90` Bends A B C A B C A B C ti t'-0' 0' 9' t' 0' 0-9 0-9, 0-9- t -3- 0'-9- V-9- 6' V-3' (Y-O' V-3' a-9- Ix-9- a-W 11-61 0-9' Z-3' (7-9' V-6' l'-( 0'-9' V-3' 1 V-9' 0'-9' 2-6• 12' 1'-9' 1'-0' 2-6" V-3' 1 1'-0' 1'-6' 2-0' 1'-0` Y-01 14' 2.0• 1'-0• Y-0' 1'-3' r'-(• 1,,r z-8' V-0' 4,4r I it 2'-3` 1'-0' 3'-6' 1' 8' 1'-tY 2 0• 2-9' 1' 0' 4' 6' is, 21-6' V-3' 3'-9' 1'-8 T-3- 2'0 Y-0' 1'-3- 44' 2-1r V-6' 4'-0' V-9• 11-C 2-0- 3'-T 1'-W 5'-0• 11 1 /4° THRU 90- BENDS ' galy (l rods river IA&V ■ lid yr fly arreedded m Conerm fWrw bbChs. r' k Y3'� ,rat✓` ��, - - 4 FITTING Si ROD 3lZE NO. RODS EMBEDMENT 12' & LESS 6 2 30' 14' - 20' 8 2 36' Concrete- 1 \ +" , Fitting of ihru t lock in cu. VERTICAL BENDS sue 11V -1 4 1 2° 45 stone bedding 6' - - - 13 8' - - 11 2.3 10, - - 1.8 37 THRUST BLOCKS FOR VERTICAL 12' - 12 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS /6 0.9 2.3 5.1 - 18, 14 3.2 6.3 - 20' 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 SANITARY SEWER PROFILE SCALES: (H) 1" =50 0' (V) 1' - 5 6951 695 690 690 685 685 PROPOSED GRADE EXISTING GR DE 6801 680 II \ FLAT OP MH W/ FFAME CAST FLUSH WITH TOP. 6751 675 2 )0 -6 0 SDR-35 PVC SANITARY S WER ® .5% -1 O = Z In Mo rri = O o o Q `L N N c4 t\ Z II Z Z CO CD II II 0 ~ U) Lr) O cfl � CD r47j r- cD O x w 0000 (D 00 11 (D CY- d O a- 0 0 OO d 0 a ++ w + I.-- w KZ w Z Z -1 ZOO J ZO� wQ Zw r CY) � r- In 00 wQ V)Zw w U w cD rD cD LLJ U l 10+00 1 1 +00 12+00 SDR 35 spigot SDR 35 spigot b „ by gasketed sP y R top of manhole at grade to pavement areas uniess otherwise direcien bell 45• bend //--SDR 21 gasketea i�1'-61 M Itop shall be set 24' inn. above grade in easement areas) bell adapter square skid pad 6` thick --I I bale note) 2 iX ,., �. *. �. �.. _ s•. _._ wrap around heal sfvinkaole sheet IwrapwSeal by CANUSAI . ; .. - ,,. .•. , -- 4 bolts (3/4" dia a 35• max. adjustment rings (11 max.) 3' minimum _SDR 21 gwketed • -- SDR 35 fr'x4' pipe and finings SCH �J . gaaketed teen Wye . T (see mote) solvent weld raps uPar- property concrete ASTMG 150 - , fine -i a000 psi 12• or 16` (tyPJ I ; 1 pionser 301 mastic applied B- . a' f»twssrt tonsil and on exterior side of. joints Joints are to be leafed j with 'Cr ring gasket • __r location m atone 4- pipe M 2.00% mrr*m" grade concrete cradle it top of main is greeter Than 15' sleep 38' min. cover Instead 2'x 4' with - top 8' painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 4'-0' vehable ' - LD. - pipe to manhole 6 oordleclion to be by flaoAble sleeve nvM channel to provide a smooth transition in to out. 3'-V min. for an connections 2-0• mats 40 max. Orel" hottorn of merttcts • r4 ' r 1, - •.s top of hsrtCft wsY to form charme ;•ti f. . earth Slay. as - v, ,,. r ,• top of woo •• 6 Ixddklg atone NOTES : 1 . Manhole sections area hairs an external Coating of approved bntumeatic water proofing prior to installation 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bltumastic water proofing 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout 4. Skid pad to be placed around manholes located to shoulders of roads 5, Fist sip casting shall be used on shallow manhole (6 ft. ur less) installations STANDARD MANHOLE Figure 12 general backfill isee note) concrel select back ill e note) STANDARD general backfill 1' I' a91eel backfill N note) 6' 112 O.D. 6' CONCRETE CRADLE general backfill r I' select backfli se note) fi 112 O.D. ------ 6 CONCRETE ARCH handsel har�rill CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density TRENCH & BEDDING Figure 1 I' select backfill i se note) i 6' r FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority maintenance department is responsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar: 2) the frame and cover to be set to the final grade of the lot-, 3) the distance between the top of the cover and the yoke bar be between 18 and 211 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work will begin. b. The Authority shall furnish and install all 5/8", 3/4", and 1" water services. c. For 1 112" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is tapped for 'the installation of a new line: a. the Authority shall furnish ail labor and materials to make the top. b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is completed. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard No, 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. i dia schedule pipe filled with and painted 18' dia. concrete encase 40 steel concrete �►_� slow f8 merit direction of setting to be approved prior to instaliation as required j concrete patl 1'-6' sq x 6' deep 2- min 6` max i 4' stoned screw type I adjuatatNe stone to be minimum valve box of T above lop of fuse fnC/- locator marker stone.--} t FIRE HYDRANT ASSEMBLY Figure 9 machanical Joint swivel tee with 6• branch (tor valves 12' and larger) Note INS detail is also used for butterfly valves GATE VALVE Figure 8 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5l8'x3/4' or V4' 18 in Dia Non -Traffic M32C-Pip Tralsc - A32HH T -- 24 n. Dia. Non-Tralsc MC-30 (Frame) WITH RML-I J (Top Lid) Traffx: MC-30 (Frame) WITH RML-12-T (Top Lid) �triviss as required corporation, t8•-21' sWP 3' stores taaAdirig surrrasardkep box 1• 3I min. 1 8- min type K copper tubing, continuous without joints front main to meter water main -J- - METER SETTING PARTS J IIM size males size yoke art�fe yoke ball valve angle check valve Bxpansan Wtleel 5!8•x3/4' 502 BA94-224W HHCA91.323-TV & C84-34 EC-23 1 • 3/4• Y503 8A91-323W & Ce4-34 HHCA91.323-Tv & C64.34 EC-23 t ` 1 Y504 BA94444W HHCA94444-TV EC-4 INSTALLATION NOTES: 1. Exact location of Pater box assembly to be approved pft to installation. 2 watt sw.**avelo ig street shall be encased in T dia. SCH40 PVC or SDR21 pliong The piping sites nut from tine foot beyond sidewalk, across the street, to one foot beyond sidewalk L- 1' X 1' TEE (T444-444) DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 treated 2-x 4' with top 6' painted blue meter cover set 2' above fin grade prior Is, to sodd rig meter ;bymeter .oil box G aok valve draln valve U 2 h. 6' stone bedding woo O CL U Z N � Q Q U LL_ Cho co 0 0 Z 0 J J Q 0 J W n M O� W CL w Z 0 J Z � Q Q ~ 3 � Z� Q Q w J I- J Q CL Z Of 0- 0 5 0W'� Ix V l w a � W }- O J Z ZWOO W Q U 0 =3�x Y\0� U- W 0 W 0 0 V 0 ■ O N a■ O N M E 5 �(D 0) 0) o U1 N r- I` U �/� w N � � V/ t� +� I C � N N •tn C W , 0) qt 't tt� O D - C C W N O t1 I�N�� H a) o- to - t L O U D Z U 0 3 ~ W W QN a0 M 11!11'i Itllllji �Ill�l,! (ill{ �1 0 z (n LAJ Z (� Z Z rrlt� q� I W �■Ils J TH OF Y u HN C. LEWIS No. 21621 'r4■.`41 ONAL DATE: SURVEY: 15NOV01 NA SCALE: DRAWN: NA PL-PLC C. I.: JOB NO.: NA 0106021 DWG: SHEET: SP-sheet6 6/8 VAN ACCESSIBLE SIGN 6" DIA. STE PIPE FILLED CONC. (PNT 4'-0" HT. 18" 0 CON( FOOTING - DEEP W/ W HOOPS (2 PIPES) PNTI OWNER SPE FENCE (SEE DETAIL THIS PLACE 4"x4 FLUSH TO CONCRETE 6" CONC. S W/ 6"X6"X 1 WELDED WIF MESH DUMPSTERS OTHERS TRASH ENCLOSURE N.T.S. ADJUST DIMENSIONS AS REQUIRED FOR DOUBLE DUMPSTER 2" SM-12.5A 8" 21-A - I II 1-I-ll COMPACTED SUBGRADE -III-III- Ti, 1�1- ON SITE PAVEMENT DETAILS NOT TO SCALE 6" EDGE OF GUTTER TYPICAL CURB CUT DETAIL NOT TO SCALE 4 T- 2' 6„ 18" CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, L 6" CG-2 HEADER --_CURB_ - SURFACE BASE SUBBASE NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) CG-6' b L -U -� COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE PROPOSED FENCE DETAIL NOT TO SCALE 2x4 TOP RA 1x6 BOARD, FRONT & B) TOE NAIL Ef W/2-8d(EA. 2x4 MID RA 8'-4x4 POS 2x4 BOT. RI ATTACH RAIL W/3-1 Od(E/ 12" DIA. PC FILL W/CON BE PRESS), TO BE HOT - • 7" WHERE STD. CG-3 OR CG-7 IS USED. • 4'-0" gT D CG- 2 12.1 Y. MAX. 48:1 MAX. OR CG-6 20:1 SECTION A -A #5 DOWELS. 8" LONG O 12" C-C PERMISSABLE SLOPE: 10� 1 CONSTRUCTION JOINT PERMISSABLE MAXIMUM -O" MIN. 3'-0 MIN. 5'-0" MIN. CONSTRUCTION JOINT _ - SECTION B-B � 2' 1--LIMITS OF EXPOSED AGGREGATE SIDEWALK -;. - I i MIN. ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM. AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED, AND 6" USED BY PERSONS WITH MOBILITY IMPAIRMENTS. HI 90• THIS E DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. A TANGENT PLAN LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOORING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH - - OF THE RAMP FLOOR (RAMP FLOOR MA BE PRECAST OR CAST IN PLACE). THE c olw� DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLOORED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. REQUIRED SIDES OFF TBHE RAMP FARS ARE LLOOR. MID -DEPTH OF E RAMP CFLOOR. ENTER TCONCRETEALONGO CENTER MINIMUM COVER TYPICAL PLACEMENT TYPICAL PLACEMENT CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR AT INTERSECTION AT INTERSECTION HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, WITHIN CROSSWALK WITHIN CROSSWALK COMPLETE -IN -PLACE. (WITH BUFFER STRIP) CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT THE INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE Ill WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC., WILL ALSO AFFECT PLACEMENT DIAGONAL VARIATION PERPENDICULAR CURB RAMP (CG-12A) [ACCESS FOR MOBILITY IMPAIRMENTS] VIRGINIA DEPARTMENT N.T.S. OF 203.05 TRANSPORTATION 2001 SEE STAKMW SL-1 FOR APP0CABI.ITY OF SAFETY SLABS. STAADAAD MH-1 NOTE' FRAME • COVER - OPER Sl4F�T�E!CTOF L O tS TO BE LEFT AO,RTiT1ENT OF COVER AM FRAME TO GRADE BY THE LW OF MORTAR OR al - BIBCK AS DwcTEO BY TIE ENOHEER rri rw� .w tw_w •. rrr arr_ ..wwr r,errr_� if%_rrr■ rrwwrw. t�--W- HALF PLAN VILVJ BEVEL 45- HALF SECTION A -A Cw h' TH FRAW AID COVER REMOVED) BRICK CONCRETE +:rre of �IfffY� m=. wrrw_�. 4. • NOTES ! )TES SNOWN ARE FOR MNRCO,E BY PP"s m 5. iNF gEM,XXTD TO I.A! OBTAN TRUE auwrrms 2, A DAM TNICKiESS OF W' WAS UBE.D CO MPUTWG CONCRETE oUMTFITE5. 3. MCREMENTS 10 BE ADOED FOR EACH ADDrraNAL root OF DEPTH 4. MATERIALS CONCTIETE AWMROVCD MNlgIE OEM 5 IFhlgf/16950yp LS TO BE A OTTER n ARE TO CONE OR TO WALL �34"k FOR Comown. b ALL CONCR[TE TO BE CLASS AJ.. 7 wMEN ON DEANS tHE OVERT f6 TO SF4MEBE N ACCORDANCE M St HS•1. ffC/RATN WA MANHOLE FOR 12" - 48" PIPE CULVERTS - VIRODEPARTMENT OF TRANSPORTATION 7 qE.O! �[ tiS " Kaw.2 1nwZ' 71 / �i�l��l�fi"1♦ ���txFl�s�x1 1•l��71S7�NFW 3= SECTION A -A 4' *PROVIDE 2% MAX. CROSS SLOPE ON ALL SIDEWALKS. 4" CRUSHED STONE J (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL CONCRETE SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4' 3.5' *PROVIDE 2% MAX. (OR AS SHOWN ON PLANS) 7.CROSS SLOPE ON " ALL SIDEWALKS. EXP. JT. MAT'L 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1 4 WWF (1.5" Min, CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE PER PLANS 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) - TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE THE LET TFR$ V.D.O.i IVOt= OC1(R1AL F L6E0 TIE LETTERS NiE TC GMT N Y4 OEAgESSgI} N 1 OF _. COVER r WDE RAISED 74" HHCH A£ SHOWN. APPROKIMATF WEDH1 CAST IRON FRAME 239 3 12 LBS. COVER 137 1 7 LOS, B TOP SECTION 8-8 BOTTpw S4EE1 2 O 9 STANDARD MANHOLE FRAME AND COVER 224 302 VAIOONA LIIPART EM O TRMIBRORTATION IW.D2 TC ELEVATION VARIES - (SEE GRADING PLAN) FACE OF CU ASPHALT PARKING L PER P END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, Z 4" WIDTH, 2' CC; 45' ANGLE o Lv OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA, PARKING LOT STRIPING DETAIL NOT TO SCALE 54" 30" _--12" x 18" STND. RESERVED PARKING 13 STND. U-CHANNEL POST L VAN ACCESSIBLE PENALIv f+00-300 TOW -AWAY ZONE VAN ACCESSIBLE - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE RESERVED PARKING A. PENALTv {,Op-Joo TOw-AriAY ZONE HC SIGN RETAINING WALL NOTES 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4, SITE SOILS ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED GRAVEL, 6" THICK MIN. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) 11, COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. 12. COMPACTION WITHIN 3 FT OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. SEE MANUFACTURERS SPECIFICATIONS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION. 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED, 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE --� SLOPE As REQ'D VERSA-LOK //. MODULAR CONCRETE II FACING UNITS 2 LaJ S DRAINAGE AGGREGATE g 12" THICK MIN, Q M I-- 1,-6„ yl IMPERVIOUS FILL 4' FLAT 12" DEEP _ .-. L. I- /-PR, CG-6 r-PR. RT TURN LANE GEOSYNTHETIC REINFORCEMENT SEE MANUFACTURER SPECIFICATIONS FOR LENGTH, TYPE, AND SPACING RETAINED BACKFILL C�ffil -III-II I �-I - APPROX. EXCAVATION LINE REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY �- 4" DIA. (MIN.) DRAIN PIPE OUTLET 0 END OF WALL OR ® 40' CENTERS MAX. SLOPE TO DRAIN (1 /8"/FT.) W/FILTER FABRIC IMPERVIOUS FILL GRANULAR LEVELING PAD 6" THICK MIN. TYPICAL SECTION -REINFORCED RETAINING WALL MODULAR CONCRETE UNIT n m� Z w Z 0 0 CL o o In o Z Q Q U LL N co Q \ o r\ 0 �o z _J Q W 0 0 F_ U 0 Z 0 U w J J Q n,. z a- 0 0w� x LLB y-QJZ ZW00 L►J Q U _ 3 f- Y U Y \� W C U W ui Cr_ ■ 0 O ■ ■Hi O N ■ a v O N � E :3 ('orna,0 0 N P- r" U N a� C U) c (n • - (D (D E W C 'QT O O O -t d- 3 J U >r 0>"u%v D C N 0 LU m N 0 a In= v a N Z0 U Zp Lli QN a� M I Zcn 410D z V),^ Z V pZ W 'rliWl r10111� 1�► � U -TH 0 c, LEWIS No. 21621 '1r�S10NAL _ DATE: SURVEY: 15NOV01 NA SCALE: DRAWN: NA PL-yPLC C.I.. JOB NO. NA 0106021 DWG: SHEE1: SP-sheet? 7/8 ,vr'+'rr'' -l'iY'•v. _. s �v ^r n'r1 ^.w rw r.r yvrrrY . , v 'ram Y Nwvyv vim^ r / E.Y. 54N *H 7,vv /Ns66a 67 EX S4N. MH /NV OUT= 66Q 65_ EX, 54N. MH RA % r /= 669.86 R/M=67J71 -' ENKAMAT ER05QN CONTROL (NK /N=66?.8B ,-� / F A 18" /NV [N=664. 9,3 - � - /NV. OUT=662 70 _ - ' -- -- [NIt OUT 664.91 �. �0�>�� _ _ ���y _ �� �Q _ �' _ - 2� ... ..._ YYY viY.!`/,./'r`•1"Y'� ^/ ....+ •.... -.... ^F .__...'". - ! M� `. .V�T� K #Am�� / [�A 0 1 ...,. ..vv l"r ......._ ,. K CE . +�Ilw .'r 1 �} ..'-r•r.'•J'ti-•.rrrY'v. r-„ _�<,"_:._...�..... '---s.--'-•' -'--..•_- r . -- -' „... A ., . - E'�: 1? A 1 5 BR QR --. /)' •• i . _ y 1 SEfs� ' e�""` - -- - / DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER EXISTING PAVED _ - `t%oa `P� � ROADWAY I I i-- ; I`i � I FILTER FABRIC SECTION A - A NOTE: z SPILLWAY USE NDBAGS, STRAW BALES O f-_ �' 9. �.,, o} / SEDIMENT BARRIER ORrH HER APPROVED METHODS _ 107.36 �� - --'� ; �7� �• " -' '� '� i� (TRAW BALE TYPE SH©WN) TOANNELIZE RUNOFF TO BASIN -- \ QUIRED. LAJ �� J • �e t, c�,ti _ NOTE: SUPPLY WATER TO WASH �6�•,`�+- ��P KEY STONE INTO THE DITCH BANKS WHEELS IF NECESSARY. S _ <. E 0 E ABUTMENTS ' �" i AND EXTEND IT BEYOND THE A THE T '`� F�' SEDIMENT TRAP" ,� A MINIMUM OF 18" TO PREVENT OVER FLOW AROUND DAM. > I ` • *t tom° < 07 VDOT # 1 COURSE AGGREGATE CLASS 1 RIP RAPp' DUMPSTER� r► 0 �� © I 1a1 xla���l ��'r'i 1 ��i-T(}�.. {,6 \�\-�_-_� * �/ /Ft&W 0 �O FLOW --/ now } TR 1o� C 6 ov- } LLJ \ bl, a _, y\ - Ys.,, } tif> rrF,. ,4.:.c_v.�� o�Z Q•Oo a� [ �' b'.•,. Sic_ _+.kr a..,r;,: z,+' eTly i. eo _ ...r T,. Ict> WASHRA AGGREGATE � � � A -- � } � CK 2» 3,. COURSE 0 - �! r F .. - - _... MI 6" THICK EX DUMPSTER . ,\ TREEC/NE � FF= 677.00 11 ,` ' - \\ '•-�r � _ -- - �`' - I � I �9 \\\� �%�� 8 ft. Ts' ,c,i+ac`�gp" • c.: vtKb�vrt SEDIMENT TRAP 10 _41001$ j�8 SECTION A -A �' I � FF= 677.00 � ,ry 4 h ' }5�'.. / TRB 1p� Z DIVERSION RIDGE 150' MAX . X FF= 677.00 �� 0 '' I DT / / w - 70' MIN. bh i 1 . PLAN FF= 677.00 - / I SOT._- - - NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A THAT OR REVENT ING ;b�a\ a�yee �' / 1 / $ LOWINGO OF SED MIENTPONTO PUBLICKRIGHTTS x + y► a+ I / OF -WAY. THIS MAY REQUIRE TOP DRESSING, \` EX/ 10 0 WAIN \ / P�a� *�t �} e1'� `` i \ REPAIR AND/OR CLEANOUT OF ANY MEASURES ft-RFF = 7. -"1 f� I I t r l I`Ig� -'h �/ II Oj�4 \ USED TO TRAP SEDIMENT. :,'�• HT2 '� TO SPACING BETWEEN CHECK DAMS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY �� '�Q }•, '\ r, ) / PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE / / 1Oj \ ON AN AREA STABILIZED WITH CRUSHED STONE GRAVEL P \ �� , �� ROCK CHECK DAM THAT DRAINS INTO AN APPROVED SEDIMENT TRAP �Y� � a•'0 2,Oa'" � �.. .#� �.: \ `� I � / i+• e,�;t,. / OR SEDIMENT BASIN. CONSTRUCTION In,. \ 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXITN", 4ZT / JUTE MESH OR EQUAL i low I I / \ �j \ PROPOSED GRADE /. \ a,. / TRB / EXISTING GRADE 10 SEOIME T RAP/#2FF= 682.00 .: j >> O TURNDOWN AS REQ'D }- 1 2' 1 Fti FF= 68200 r� 11 t / 11 L. . � / �Q' � y�,pb�, "+.!, / �• � Q �Dl \ / -J . -- --- --_ _- -- Q \ �/ TYPICAL V-DITCH SECTION (SCC) \ r / `\ Nt 4o NOT TO SCALE 11- 01- \ FF= �83.00 Oj \ !? Q) F/ \ 1( T Q h \ 0 / 5' PARKING SETBACK I ! / , i\ /0 \ ORIGINAL GROUND ELEV.- � ' � 9 \ SEDIMENT TRAP ! xI( N, CALCULATIONS EX 12 " WATER MA/N 1 / \ co � 1 � � ! i • �0T �A EX EOP 1 1 I I i EX. 'COP I .F I � l�•li� �6 07 / 11W 4,?Llr=666.64 / EX. 12 WATER MA/N I, + r f r I ! ,DT PS TO MU ! \ i OP / 4� STOP -wV%&0Pf & 0RA/N40,f ESM'T /GN /RS /NV =689. 7? esl x x lam` EROSION & SEDIMENT CONTROL KEY 3,18 OUTLET PROTECTION S Go 3.02 TEMPORARY STONE CONSTRUCTION CE ENTRANCE 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.17 STORM WATER SCC CONVEYANCE CHANNEL 3.20 ROCK CHECK DAMS 3.30 TOPSOILING 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING pg 3.35 MULCHING MU ST #1 ST #2 ST #3 DRAINAGE 1.21 2,04 1.90 AREA ACRES ACRES ACRES SPILLWAY 8.0' 13.0' 12.0' WIDTH DRY 820 137.0 128.0 STORAGE CUBIC CUBIC CUBIC AREA YARDS YARDS YARDS WET 82.0 137.0 128.0 STORAGE CUBIC CUBIC CUBIC AREA YARDS YARDS YARDS EXCAVATED AREA 18" MIN. COMPACTED SOIL f -FLOW 1=� I Ed I I=IIEEL 7 11. =__ Ll I I I I I I=III=III=III=III=III=11 4.5 MIN. TEMPORARY DIVERSION DIKE �I m Z W z Z 0 0 CL � O Z 0 Q Q Ln U N 0 Q Z z Z W J (n a. z O Q 00 (n 0 w W w J H Q a a W Q O Ld W LJL aOWZ W W J O wmOUV YWLiLd w U W 0 Of a_ O L`' ■ o 0 N a 0 1 2 F4 r u _ N � U NI .c: N (n DIRECTION OF FLOW S t i- (0 O > .. V � W 00 3 67 CU. YD. /1 ACRE ( 0 DIRECTION OF FLOW � N v 0 E a DIRECTION OF FLOW C' W m N OL 'N 0 a, 0 a ZD c ~mow O 3 67 CU. YD. /t ACRE ORIGINAL GROUND FILTER CLOTH (EXCAVATED) ELEVATION N COARSE AGGREGATE** 0 CLASS I RIP -RAP a M ** COARSE AGGREGATE SHALL BE VDOT M3, #357, OR /5 Z� TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL J W LENGTH IN FT. I , I` I U) Z = ( ) � ♦ IMIIW wliMwl � - 6 X DRAINAGE AREA Z Z (IN AC.) I. O SCALE: 1 "=40' OUTLET (PERSPECTIVE VIEW) i wcc i oio owe HN C. LEWIS 9 ; No. 21621 ' ' ,4�o�`�SS _10NAL - DATE: SURVEY: 15NOV01 M&L SCALE: DRAWN: 1 "=40' PL-PLC C.I.: JOB NO.: 2' 0106021 DWG: SHEET: SP-sheet8 8/8 KIM HENRY P P E RTY Ro FREDERICK COUNTY, VIRGINIA OFFICE WAREHOUSE/PLAN FORT COLL:I,ER: OAD, ary GENERAL NOTES -FRE,DERICK COUN.,F I _VIRGIN1A _ 1. The property delineated on this plan is located on Fort Collier Road near Baker Lane, in - - - the Stonewall Magisterial District in the county of Frederick, Virginia. The developer of the �, 41 property proposes to construct four buildings to be used for office/warehouse purposes. The proposed buildings shall accommodate box truck loading areas and semi -tractor BENCHMARK loading docks. The site is currently vacant. RR SPIKE IN WPP / ELEV.=680.55 LOT 1 R/M G HENRY 2. Property Owner/Developer Contact: Mr. Kim Henry PIN- 54-A-97L Mr. Kim Henry /�� / HENRY BUS/MESS PARR OB 671 - PG 710 / PIN.- 54-A-975 / 921 Breckenridge Lane �� �-._ D. B. 9J2, PG. 909 4-SACS EXPRESS LINES ZONED; B-3 � m®--...� P/�L/.• 54 A-.�7A USE, t/ACA/UT `-�- ZONED. _ _ _ B-J D.B. SBS. PG 24B SP-95-0044 Winchester, VA 22601 Telephone: (540) 678-2870 ` _'�' ®® USE. COMMERG'/AL ,'' _ . °e 7O&EP.• Mn 3. Engineer/Landscape Architect: Contact: Mr. John Lewis \ �� �-- "' �o ~4` - USE, TROOXING rE-RM/NAL �° ° \®.���v_ .mot _ .- 2J2.64. PAINTER-LEWIS, P.L.C.N84 VICINITY MAP 1 10009 \~.� 302 South Braddock Street, Suite 200 \ r ♦- -- . s88°®0�0.; 2�7AW... Winchester, Virginia 22601 Telephone: (540) 662-5792 �....-. ��� 4. Property boundary and topographic information on these plans was provided by Marsh � \ \ • ,, � �' „ ! & Legge, P.L.C. Land Surveyors. \ , 5. Site Data: \\ �- %� \ ��� 1(ISTING nor Existing Parcel Area: 5.7984 Acres (252578.30 sf) WETLAN � l Right-of-Wa = 2210.56sf1$00 Area To Be Dedicated to VDOT for the Fort Collier Road Ri 9 Y- \ PROP SED Adjusted Parcel Area= 5.7477 acres (250367.74 sf) P.I.N: 54((A))97L R/MERZY .0. HENRY IV Zoning: B-3 OB 601, PG 445 ® � � �`� � o `' � Magisterial District: Stonewall , ZONED.- .B2 ` e ` \ `* r ,� - A.Q ExistingUse: Vacant VACANT Proposed Use: Office Warehouse �• •� �� . \\ �� . ' � ��°' �\ ��� �, / �o k• IIII, 'Aor•\,® „ . � - F r - l „ P ed �, , - ® e%y/ Front Yard Setback (R.O.W.): Required 35 Provided - 62' + �� /� ti �'i -�° h Rear Yard Setback: Required - 15' Provided - 79.5'+ PROPOSED / O t„ Side Yard Setback: Required - 15 Provided - 17 + - �� G ``� BUILDING o� Maximum Building. Height: Allowed - 35' Proposed- 20' (1 Story) < \ `�� 1P' o, F.A.R. (Floor Area Ratio): Allowed .0 Proposed .169 PR'. - --- - SITE BLDG. (42,390sf/250,369.61sf= .169) 3 y Building and Impervious Area Coverage: Total Building Area: 42,390.00 �, sf � TX ENTERPR/SES, LLC PIN.- 54-8-24 " Asphalt (parking areas): 25,105.18 sf P (P 9 ) \� HUNT/NGTON M�'AUOF�'S DS 953, PG 1010 PROPOSED, E�s TING' 0 ar P/�I/ , 4 �2 Asphalt (access piles, loadingareas): 51,696.91 sf -o / BUILDING .5 L ZONED. D2 / ` -WETLANDS , to .� P 19 754.- PG: 621 Sidewalks/Dumpster Pads. 2,492.12 sf -. . U,- 1200 SF ZONED. RP USE. COMR9ERC/AL G� � � > � sg� , Q� Loading Docks: 672.00 sf tiF N �o USE TOWNh+DUSE COMPLEX � W �. TOTAL IMPERVIOUS AREA: 122,356.21 sf 1 . 6. Storm Water Management is addressed in a report by PAINTER-LEWIS, P.L.C, titled. e1Mp + A� �, Storm Water Management Report., HenryProperty, dated June 16 1998. i - 161 ID 7. Landscaping, Screening, and Buffering: See Landscape Plan (Sheet 5/8) vas - 26.03 TRAFFIC IMPACT 8. Lighting: None Proposed DATA SOURCE. ITE MANUAL, SIXTH EDITION - • LAND USE: 710=GENERAL OFFICE BUILDING Trash Receptacles: Dumpsters fences. 9 �' Y/ - o ad�� C)o F DR � I} ' US. 9. (3) with screening _ P/N.' 54-A-98 PROPOSED GFA - 42„390 SF ZONED.• 92 1 , / SHT. 1 / $: COVER SHEET 10. Parking Space Requirements: USE. t�ACANT �! I TRIPS BASED Oft! 1000 SF GFA: �j Property Line Setback: °07°22°w SHT. 2/8. VDOT NOTES, Y: 11.01 X 42.39 = 466.7 TRIPS, I Required - 5' Provided - 5,8'+ AM CONSTRUCTION NOTES, PEA _ , Spaces Required: AM PEAK HOUR: 1.01 X 42,39 = 42.E TRIPS .� 1fl0 0 1,00 . ., 300 EROSION 8e SEDIMENT CONTROL NOTES PM PEAK HOUR: 1 8 42.39 '- 4 TRIP. 1: 1 space per 250sf of office 3000 25D= 12 spaces re 'd ,0 X 5.8 S I STF�TFO�ID DRIVE � _ _.- . _ -SITE SHT. 3/i�; SITE LAYOUT .PLAN 1 space per employee of warehouse 2 s aces re 'd - , O P P[ P q1 ] SATURDAI": 1.32 X 42.39 = 55.9 TRIPS i - SHT. 4:/8: SITE GRADING PLAN - Total parking required for Building 1= 14 spaces Provided- 4 PEAK HOUR: 0.14 X 42.39 = 5.9 TRIPS R�30.001 SCALE: 1 =100 BUILDING 2: (1) space per 250sf of office [3000/250= 12 spaces req'd] SHT, 5/8: SITE' LANDSCAPE PLAN per em o ee of warehouse 2 spaces req'd] O p P P Y [ P q] SHT. 6 8: SANITARY SEWER PROFILE I / = Total parking required for Building 2- 14 spaces Provlded= 17 P 9 WATERLINE PROFILE BUILDING 3: (1) space per 250sf of office [1800/250= 7.2 spaces req'd] WATER AND SEWER DETAILS (1) space per employee of warehouse [2 spaces req'd] SHT. 7/8: CONSTRUCTION DETAILS Total parking required for Building 3= 9.2 spaces Provided=11 BUILDING 4: (1) space per 250sf of office [6250/250= 25 spades req'd] SHT. 8 8: EROSIONSEDIMENT CO NTROL PLAN . AND SE . (1) space per employee of warehouse [8 spaces req'd] Total parking required for Building 4= 33 spaces Provided= 33 AABBREVIATIONSSY BL ,ASSY. ASSEMBLY Total Spaces Required overall: 70.2 spaces including (4) ADA spaces BF BASEMENT FLOOR Total Spaces Provided overall: 75 spaces including (5) ADA spaces. BLK. BLOCK 8C BOTTOM OF CUR$ ' Loading Space Requirements: BML BUILDING 'MOUNTED LIGHT NDC NOSE DOWN CURB NP.S. NO .PARKING SIGty RESPOSIBLE LAND DISTURBER • ' Office use: (1) for 30,000sf to 100,000sf of floor area, BSB:D BASEBOARD NRT NO RIGHT TURN C&G CURB & GUTTER Total office area proposed: 14,050sf NTS NOT TO SCALE CIP CAST IN PLACE CONCRETE OHE OVERHEAD ELECTRIC Loading Spaces Required: 0 (14050/30000= .47 spaces) CMF CONCRETE POUND NAME: .MONUMENT OHT OVERHEAD TELEPHONE CPP CORRUGATED POLYETHYLENE PIPE, Warehouse use: (1) for each 40,000sf of floor area. PIV POST INDICATOR VALVE CMP CORRUGATED METAL PIPE CERTIFICATION - Total warehouse areaproposed: 2i 40sf ;- ARCH pL_ PROPERTY LINE TED METAL PIPE A PP POWER POLE ' DATE: i . - equ d: 1 (d: Loading Spaces Required: 1 28340 40000- .71 spaces) CO CLEAN OUT / CO CLEANDIAMETER PVMT PAVEMENT Total Loading Spaces Required: 1 Ds DOWNSPOUT RCP REINFORCED CONCRETE PIPE THE RESPONSIBLE LAND DISTURBER IS THE Total Loading Spaces Provided; 7 EOP EDGE OF PAVEMENT R pR. .RED CERA-N FF FIRST FLOOR. PARTY RESPONSiDLE FOR CONSTRUCTION & FFE FINISHED FLOOR ELEVATION R.O. ROCK OUTCROP 11. Handicap Accessibility: FIX FIRE DEPARTMENT CONNECTION SAN. SANITARY MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. HC parking spaces shad have a maximum slope of 1: 50. FG FACE OF GUTTER STD, STANDARD PH FIRE HYDRANT T;B,D. 'TO BE DEMOLISHED HC ramps off site shall be constructed per VDOT standards. F.L.S. FIRE, LANE SIGN.. T.B.R. TO BE REMOVED 1 " Provide accessible routes to each building to meet ADA standards. Ga. GAUGE T.B.P. TO BE PRESERVED GM GAS METER TB THRUST BLOCK. NTH pfi GV GAS VALVE TC - TOP OF CURB �' 12. Signs: As allowed by Zoning Ordinance. Setback 10' from property line. HCR HANDICAP RAMP: TEL. TELEPHONE HS HOSE BIB TRB , TELEPHONE RISER BOX r o_� Zf� 13. Environmental Features: HD R CURB 6 HEADER CURB TVRB TELEVISIOI, � RISER BOX i 9,G 0 j Cn O JOHN Q. LEWIS - HP HIGH POINT TYP ,YP A etland - Some wetlands indicator plants have been identified' on the property. : - - HTR. HEATER UGE UNDERGROUND ELECTRIC � ZONING ADMINISTRATOR DATE ZO N T f The areas o potential wetlands have been identified on the plans. Wetland Area 1 IPF IRON PIPE FOUND XFMR ELECTRIC TRANSFORMER contains approximately 1800sf. Wetland Area 2 contains approximately 1200sf. No IPS IRON PIPE SET WL WATERLINE. ;�i is APPROVED' 'd iVO, O 2i621 �o disturbance proposed to the stream. INV INVERT WM WATER METER TY9 .\/'IRC�.�IIVIA ww E EDERICK COUNTY LP LOW POINT WPP WOOD POWER POLE Flood .plain - The 100 year precipitation event will result in a flood water surface - .,.� LT. LIGHT WSP` WOOD SIGN POST �d _ .. SItE OF SION'` E elevation of approximately 670.72 at the property. This elevation was determined by -�h; MLP METAL LIGHT POLE WTP WOOD TELEPHONE POLE PLAN EkPIRES IVE 5 YEARS FROPh DATE APPROVAL , F O , ; AL calculations performed in association with the development of these plans. MPD MULTI -PRODUCT DISPENSER WV WATER VALVE p Sink Holes- No sink holes have been identified on this site. MB MAIL BOX 5'R RADIUS IN FEET Steep Slopes- Steep slopes are defined by the Frederick County Code as slopes MH MANHOLE x00.00 PROPOSED SPOT ELEVATION MSP METAL SIGN POST x(00.00) EXISTING SPOT ELEVATION exceeding 25%. The area of steep slopes allowed to be disturbed is 25%. The eastern portion of the site contains approximately 0.65 acres of steep slopes. 20% of this area will be disturbed by cutting to provide room for the proposed storm` water drainage swale. =a ' PAINTE b Woodlands- No woodlands have been identified on this site. Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves �--s;-�--• greater than 1/4 orce . The Wooded area of the site contains immature second -- 302 South Braddock Street, Suite ''200 growth deciduous vegetation with some scattered larger trees that average 15 -20-- .�-: Winchester, Virginia 22601 "' diameter. - -- Telephone (540)662-5792 Facsimile (540)66-2-5793 CONSULTING Email: pointlew@mnsinc.com ENONEERS- JOB NO.: 0106021 SHEET: 15NOV01 LATEST REVISION DATE: 26AUG02 0 VIRGINIA DEPARTMENT OF TRANSPORTATION STAU'NTON DISTRICT REV 7/95 PAGE 1 OF 2 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: VT. ALL WORK ON THIS .PROJECT SHALL .CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) 'ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2, ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF 'LABOR OCCUPATIONAL SAFETY .& HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3, WHEN WORKING ON VDOT RIGHT OF WAY, ALL. TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE 'PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING 'TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH .OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V9. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3,02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED :BY THIS PROJECT SHALL BE 'MAINTAINED THROUGH CONSTRUCTION. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION, V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. V1 2. ANY UNUSUAL SUBSURFACE CONDITI ONS NS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V1'3. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT ARES SHALL BE INSPECTED AND APPROVED BY VDOT REPRSENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TOINSURETHE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE .LABORATORIES FOR TESTING,. THE SAMPLES SHALL BE CLEARLY MARKED AND LABELED AS BELONGING TO A PROJECT WHICH WILL BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE CONDUCTED ACCORDING TO ALL ALL APPLICABLE VDOT STANDARDS. V14: ALL 'ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY./STORM SEWER TRENCHES SHALL BE: COMPACTED IN, 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 27. OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED ,STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR 'DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS, A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. V' T T. A T 5, WO STANDARD RD CD AND LID UNDERDRALNS SHALL BE INSTALLED R INDICATED T A TH WHE E ON THESE PLANS AND FURTHER WHERE. DETERMINED NECESSARY BY VDOT INSPECTOR. V16, THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS' AND I` DEVELOPER'S G S THE DEVELO E S RESPONSIBILITY, VI 7. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST T. Y T T BE INSTALLED B HE DEVELOPER OR, A VDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS, STOP SIGNS SHALL BE THIRTY(30) CINCHES TALL WITH HIGH INTENSITY SHEETING. 'THE BOTTOM OF THE SIGN SHALL BE SIX(6) FEET ABOV„E.THE EDGE OF PAVEMENT AND THE POST SHAL L BE A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT. SIGN POSTS SHALL BE OF A TYP E FOUND 0 'S APPROVED N VDOT'S 0 A COPY -F T T MAY T LIST. CO 0 HIS LIST M BE. OBTAINED FROM HE DISTRICT SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT. 1" THE R T T V 8, E DEVELOPS MUST. 0 THE LOCAL VDOT OFFICE .A LIST OF ALL MATERIALSOURCES PRIOR TO CONSTRUCTION. CPI F A' . COPIES ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR T0 T T ACCEPTANCE OF THE WORK. UNIT AN TOTAL MAY W D 0 L PRIG A OBSCURED. PRICES BE BSCU ED V1:. AGGREGATEA - 9 BASES AND SUB'=BASES SHALL BE PLACED ON TN SUB -GRADE AE SUB G DE 'BY MEANS, OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED MINED USING. THE DENSITY CONTROL .STRIP AS SPECIFIED' IN VDOT°S "ROAD AND BRIDGE (.SECTION =1 SPECIFICATIONS"- (SEC ON 304) AND VTM 0. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TEST, A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. IN ADDITION TO CHECKING STONE DEPTHS, A VQOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V20. ASPHALT CONCRETE PAVEMENT SHALL BE :PLACED IN ACCORDANCE WITH THE LATEST EDITION OF VDOT'S "ROAD. AND BRIDGE SPECIFICATION"(SEC,TION 315). DENSITY WILL 'BE 'DETERMINED USING- THE DENSITY CONTROL STRIP AS SPECIFIED IN, SECTION 315, AND VTM-76, A CERTIFIED COMPACTION' TECHNICIAN' SHALL PERFORM THESE TESTS, A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND, GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V21, APPROVAL OF THESE PLAN SHALL EXPIRE THREE (3) YEARS FORM THE DATE OF THE APPROVAL LETTER, a r 0 CL o: w w Z J zi O W_ v w O U U_ SEQUENCE OF CONSTRUCTI'0 1. Establish the construction entrance. 2. Clear and grub site: 3. "Strip, stockpile; and stabilize topsoil. 4. Construct temporary sediment traps and diversion berms. 5. Perform rough grading of Site. 6. install rock check darns in drainage Swale. 7. Perform final grading arid, site stabilization. 8. Remove temporary controls. >k 20'R 34.00' 20'R ;PER 12' ' EX. EOP MATCH EX. PVMT. - 4$' PROPOSED ENTRANCE TYPICAL FORT COLLIER DRIVE DISTANCE TO BAKER LANE = 600'+/ POSTED SPEED = 35 MPH SIGHT DISTANCE = 350' SIGHT DISTANCE 350' NOT TO SCALE V INSTALL CG-12 .RAMP AT THE DISCRETION OF THE VOOT INSPECTOR 4' SHOULDER EX. ROAD 14' _ 4' CROSS SLOPE 1/4":1' �..� 3, 2 CG _-. �- 6 „ 1.5 SM-12:5D j 1.5" IM-19,0' ! {{ �I 4" BM-25.0 s" 21-B 12 COMPACTED SUBGRADE EXTEND DITCH AS REO'D TY. -I CAL ENTtl \AIN C S CTI NOT TO 'SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT Or RIGHT-OF-WAY, 4" JI PR. STREET OR 2"R B AISLE APPRO H T Q AC 0 i w ; �I v, BE HE SAME AS 8, J T � 1 . ,�. MAINLINE ROADWAY. (RADIUS TO BE AS I I (RADIUS TO BE AS C CLASS A3 SHOWN ON PLANS) oo SHOWN ON: PLANS) H.E:S. I vw CONCRETE t- -- �' Q' SECTION C-C CONSTRUCT GRADE CHANGES WITH A RADIAL M I ATI C9CGE ® AD AL 0 BN ON - CURB &I GUTTER PARABOLIC' CURVE. i 4 Sl D. CG=6 WH N THE ENTRANCE RADII CANNOT 6 SIDEWALK 6 -Lq, - ACCOMMODATE THE. TURNING REQUIREMENTS ` OF ANTICIPAT HEAVY, TRUCK `T TRAFFIC:, THE EXPANSION JOINT _ _ E P I� I N JOINT T ED . VY R OPTIONAL - X A S_0 O N DEPTH FOR SIDEWALK AND CURB RAMPS A F 0 _ FLOW LINE - - WITHIN THE. .LIMITS OF THE RADII SHOULD BE T : = „. NOTE: WIDTH B 2 0 MAINLINE ROADWAY INCREASED TO 7 OR AS SHOWN ON TYPICAL I WHEN STADARD CC-11 SUSDFO SECTION. 1 E R ENTRANCES BUILT IN CONJUNCTION WITH PLAN VIEW ' VDOT PROJECTS,. PLEASE -NOTE -THE FOLLOWING: ' 8%'MAX. _o MAINLNE P AVE NT SHALL BE CONSTRUCTED UCT ED EDGE OF SHOULDER 0R TOTHE R/YLINE (EXCEPT ANYSUBGRADE OPTIONAL FLOW LINE PAR10BOLICt SLOPE CHANGE CURVE �STABILIZATIONREQUIRED FOR MAINLINE PVMT. WHICH CANBE OMITTED IN THE ENTRANCE.) - COMBINATION C RADIAL CURB OR CURB AND MAINLINE E ROADWAY Y ' 8% MAX. � D ANGUTT ;. R SHALL NOT BE .CONSTRUCTED SLOPE .RANGE BEYOND THERJW LINE EXCEPT FOR 5' REPLACEMENT' PURPOSES. 40, MIN. FOR MIN. N STREET CONNECTION WHEN USED, IN CONJUNCTION WITH STANDARD 20 DESIRA CG=3 OR CC-7, THE CURB FACE ON THIS ABLE FOR STANDARD IS TO„BE ADJUSTED TO MATCH THE COMMERCIAL ENTRANCE MOUNTABLE CURB CONFIGURATION. SECTION A- -A SEE STANDARD CG-12 FOR CURB RAMP DESIGN GUIDELINES FOR GRADE CHANGE D TO"BE USED WITH THIS STANDARD. ,ENTRANCE VOLUME DESIRABLE MAXIMUM' ` PLANS ARE TO INDICATE WHEN `CONSTRUCTION OF HIGH MORE THAN, 1500 VPD 07. 37.. A FLOW LINE IS REOUIRED TO PROVIDE POSITIVE .MEDIUM (500-1500 VPD) <3% 6% DRAINAGE ACROSS THE ENTRANCE. LOW (LESS THAN 500 VPD)' <6% 8% ,F OPTIONAL FLOW LINE -MAY REQU.REI WARPING O .A PORTION OF GUTTER TO PRECLUDE BONDIN,.. METHOD OF TREATMENTof WATER'. CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES: VDOT 2001 STANDARDS NOT TO SCALE CONSTRUCTION NOTES 1. The existing utilities shown on these plans ore 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, Coll "MISS UTILITY" @ 1-800-257=7777 two days prior to any .excavation, 2. The CONTRACTOR shall hove 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 to exceed 2-horizontal to 1-vertical unless otherwise coiled 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 plons. B. Controlled .fills shall be compacted to 95% density as determined; by methods per standard proctor ASTM D698. 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. Add topsoil adjacent to the backs of curbs to allow for settlement. 7. BENCHMARK: Railroad spike in wood power pole located at the intersection of Fort Collier Road and Baker Lane. Elevation= 680.55. Confirm benchmark elevation with Marsh & Legge, PLC, 540-667-0468. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. Where plans call for matching existing pavement, the CONTRACTOR shall provide cut joint or asphalt overlay as required to provide a smooth transition, 10. All property corner morkers disturbed or otherwise obscured by cionstruction ore to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. Pavement construction and material items called for on the plans refer to VDOT standards and specifications. 12. Fire lanes shall be delineated as directed 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 sonitory sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority. 16, The CONTRACTOR shall provide 'line painting as generally shown on the plans to delineate parking stalls and traffic patterns. 17. The Contractor shall obtain a Land Disturbance Permit from the Frederick County Inspections Department prior to initiating any site work. 18. 'Erosion and sediment control practices shall conform to the requirements of the Virginia Erosion and Sediment Control handbook and the requirements of Frederick County, PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 4 acres of land. Grading operations will generate fill and cut material which should be utilized on -site. Existing Site Conditions drains toward the Thei i ' t I n with mixed r vegetation Thconstruction areagenerallyd o s o s to s gene a ly ape rt a ed grossand is currently vacant. e northern boundary of the property to on unnamed tributary of Abrams Creek. Adjacent Areas The eastern boundary of the property is adjacent to residential property. The northern and western boundaries are adjacent to commercial property. Along the southern boundary is the Fort Collier rignt-of-way. Off site Areas During clearing and grubbing, the site contractor may transport off -site the residue from the wooded area, During eorthwork operations, the contractor may import or export materials as required to achieve final grades and specifications. EROSION .ARIA. SEDIMENT .CQNTRL_ MEASURES: 3.02 Initially, a 12'w .by 70'1 temporary stone construction entrance will be constructed near the entrance from Fort Collier Rood. The entrance shall be maintained' in a condition which will prevent trocking or flow of mud onto the public rights -of -gray. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted' under any circumstances. 3;09 Temporary: Diversion Dikes Will be installed along the downstream perimeter of the construction area as port or the first measures of construction,. The Diversion Dikes shall be inspected after each rainfoll and of least doily during prolonged rainfall. Any required repairs `shall be made immediately. Damaged, decomposed or otherwise ineffective barrier areas shall be repoired. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silit fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.03 Temporary sediment traps will be provided in three locations generally as required to intercept sediment laden runoff. The trap berm will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after instoltation. The trap will be inspected after each rain storm andrepairs made a''s necessary. scary. 317 A Pern ntstorm Wat& conveyance channel will be installed near the eastern property line to contain and direct the storm . water runoff generated' b: he proposed development into the existing stream located along the northern boundary of the site. 9 Y t P R P � 9 rY 3.18 Outlet protection will be provided at the outlet of the proposed storm water pipe located near the corner of Fort Collier Road t P P _ P P PP and Stratford Drive. I r Conveyance Th m ill serve t 3.20 Rock .Check dams shall be installed as depicted on the pans in the Storm Water Co veya ce e da w se o trap sed'++merit and will be permanent. The dam will be constructed of Class 11 rip rop. Sediment shall be removed from behind the check dams when it has accumulated to one half the original height of the darn. The dams shall be checked for sediment accumulation and functionality after each storm event and repairs made as required. reestablished. Topsoil ill 3.30 Replacement of topsoil Will generally occur throughout the work site where vegetation is to be eestobl shed. opso w be • I shall n I while in frozen rolled minimum f r II for n the n Topsoil sha of be aced w e a ze uniformly spread and of ed too rrn u depth o 6 0 as called o o e pas op p of wet condition. Soil stabrlrz ,., r Iboundary,ot.ron matting: will be applied to the fill slope to • be constructed adjacent to the stream along g the e northern thern Th e ' n f` , inhibitingili Th m t will. be matting. will be a three dimensional geomatrrx of polyethylene mo o rlame.nts containing UV stab ze s. e o Enk m at Erosion Control Reinforcement Mot or equal. The mot will be applied inaccordance with the manufacturer's recommendations. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grode within 30, days. Embankment r excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded eded and mulc hed. To coincide with the onti6ipated construction dates, tho seedingwill consist of 50 Pounds per acre of German Millet. Al l temporary seeding areas will be mulched in accordance with the schedule included herein. All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization fconstruction.r nstabilization h II li t The contractor shall stabilize all denuded land within 7 -days after the end o Permanent eat s a be app ed o oreas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or r i responsible r htemporaryr i n permanent stabilization of all protected with sedrrient trapping, measures. The contractor s for the p otect on and pe s b I establish vegetation n all intentionally fr m h r � The contractor sha I estab s ve etat o o a. soil stockpiles on site as well as soil o t e p project site. _g areas note otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. lim n 14 I 1 0 f. b. Add 3 tons .per acre pulverised agriculturalesto e( 0 b/ 00 s ) E E MI N. M. % TYPE RAT N. PURITY % MIN. GER o Toll fescue 60 Ib.ac 97 85 Red . clover 8 Ib/ac 95 65 Ladino clover 8 lb/ac 95 65 Nurse -Grass`-(season dependent) Sept 1 - Feb 15r Annual' Ryeg ..ass 12 Ib/oc 98 85 Winter / 12 Rye Ib oc 98 85 May, 1. = Aug 31: German Millet 12 •lb/oc 9.8 85 or Feb V6 - Apr 30: Annual rye�rass 12 lb/oc 98 85 Mulch: 1.5 ton/ac ;small grain straw Fertilizer: 1000 lb/ac 10-10-10 (IMU 2 O V' ZSDI O. to Q1 LU U L- \ t\ O d O Z 0 Z 0 C) � Z Z 0 LLJ M tl� Z Z 0 w o O b p O N o N f, E 7 ( (n N 0' 0) r*- r, 0 U N LO In C » �- CD ( C C 01 Ca 0��`%� O N C -C E a g L®U W M - - fll U En U O Z O ,c F-Lt W s 0 U M r, ,. . �z ff 1I I J W Z to - � �0 . �. I o Z l,,rl I I:li w I a � U 0 v J N C. LEWIS �' f � iVo. 21621 s s DATE: SURVEY: 15N OV01 N:A SCALE: DRAWN: NA PL-PLC C. I.: JOB NO.: NA 0106021 DWG: SHEET: SP-sheet2 2/8 Ex S4N. A/H `\ oq EX, 54N. Ml-H /NV 0Ur=660_65. C;(i R!M-659.86 - Af-67J. 71H ENV. /N= 662 98 ..�9� n^ _ , /NV /N 664.93 /NV OUT= 662.70 qc �9c i `� . �, _� �.:. • �+C/ _ /NV. OUT= 664. 91 EX CMI RY. _-- \ �S Fsy /'-3 PARK BACK EX. ? 5 20' OR4/AWGE ESMT. S.ip �pltl4TE,pl/NE- ' " _ _.15 —109,45' - _ � 99 DO 27 W _ -- _ .. _ ------ lie; ------ i2 . S4N SEWER 7.36 ---�- / ' L /'' fir', ! %r�i/� ,10 / Y L r / \ ,•\ �— X. / / \ o tic �c� �/ �.��, �( ;`` \ � 111 X j� DUMPSTER` ✓�/%, GOQ ^� pG °' � ., Q / SOT � >: rYi R 41 ' 79 ..` `.\`` ,�` y sa' ` ��� a'10� h RB / ` s 3 G " tic l 47. .� EX/ST/NG BU/LD/NG I?,00 ,p� on J0 14,400 SF \ TREEL/NE �* s' ! J / sO� ?e ' �� w 4, TRB / eQj / / O ` FF - ' 678.20 EX DUMPSTER 3� R �Qc� �\\ \� `•"•\ / HT. _ ??` J�"�G� TRB / / L = 64.97, �' ��` \ ., \'. \ ss o'I� 000R 8 / �` ,o ov �, Oj EX. S4N. MH \ �.��\' ` \ \` \ i G / Q TYRB RIM- 678.00 `�* 70' 4"0 SDR 21 ,0� / TRB /NV /N=66790t \ PVC01.08% / 1 �% � \ •'�' `•.;` / � --� / ` \• ae o� so �~�/ � TOTA PROPOSED ARUIL 18 750sf � o0 1 " WATER L /NE �5 (OFFICE= 250sf)'' 6 t `� .' .\ V \ �•, ! zo (WAREHOUS 12,500sf) ' PROP. SAN M �3. 1 ORY 1OT ��►; ` 120'-8 0 SAN. \ G� I / S£N O 0.67�' �' N^ / FL.S TOP=677.30 �� ' ?�' - s'� WATrRLfNc �° �` \ FF 677.00 6' OUT-673.30 < s� `'�b ��PBUILDNG ITS MAY REQUIRE `�� ` '�O \\ \�� E� \ (2) 4" IN�673.5� ''s ! °0'.. �� SEWAGE LIMPS AND PUMPS ' EX 36 " RCP c. VERT— \ ! / /NV oul (B7 / ` 9iQ \� EX/ST/NG BU/C D/NG \ ^ cP f '' / 'cx S70RM RUC'UR£ --- qB� ` \ f H \ HCR \ 10, 000 SF /.00 / 4 \ r!?P -= 676. _ \ C� FF = 679.20 R+ ' ti Q- / ryo• / / \ �a RM= 677.30 \.\ 4b� �. ; � \ HT. = 22 ` :' 6 �. Res FHALAT. /NV /Nl WATER LAT =669.50 \ 'y �, �c �3 40�• ., /NV 007=669.30 \ 'p �1 1" METER 000 EX. 54N A/H R/M= 68212 \ `�, / `� / �� ��p ' /; Rom' �v /NV.=670.56 240'-9m S4N.t►0 °o, i SEW. ® 1, 20TRa p PROPOSED BUILDING 1 �o• / 7Q TOTAL FLOOR AREA= 9,240sf R-20, TRB / \ TURN LANE -USE ARROW (TYP.) <' PR. CG-6 �� EX. EOP� EX. PVM'T1 ' — MARKINGS. O' 1 ,1 m ti DASHE LINE EXTENDING ENTIRE LENGTH OF PR. 1 RT. TURN LANE. ST NDARD 2' SKIP LINE Ii H 4' GAP. poi I� O / t i I � 0 i STR 2T FOERD DRIVE FORT COLLIER ROAD STRIPING PLAN SCALE '_=40' P�1 (OFFICE= 3,000sf) (WAREHOUSE= 6,240sf) e�`y s' e O / 9 1 STORY s 40 / o FF= 682.00 V r8 \ EX/ST/NG PVM PR. BLDG. 3 . 5' ` $, I �N MARK/NG5 \ \ F N� �oOQ� / e5"r1 "WATER LAT._ TOTAL FLOOR � p\`l �1' MINER AREA= 5,400si (OFFICE= 1,800sf) o1v >> O EX .SAN MH \ h 1 �� 9� (WAREHOUSE= 3,600sf R/M= 680.50 , . cR' 7 ao 0 0 �� . ' 1 STORY 00 /NV 0417= 672, 30 \ ` �• a e `yP P�. ES > Q FF= CORE DRILL EX. MH ` A` oo R��N� V,,5 ` 682.00 01 �Oj / TO ACCEPT PR. PIPES \ \ 'C 5 ►5 9' N �P�E / 1 41 •6 PR, 6" IN=67.2.30 \ s" R � ,Q / C PR. 4" IN=67.2.3000NFIRM��` g 2�� 6, EOP sg 6� 30� tir" ka / FIELD CONFIRM SEWER \ G 6R s % Rp ELEVATIONS PRIOR TO eq, CONSTRUCTION.- ' PR. SAWCUT LINE \` $ q1' Roo GO 3S� EOADINC°� `. C (Oj 4 3 �crp�o .AREA 120'-4" SDR 21 PVC 02.087. � / j / O / TAP BY F.C.S.A. yc, a+�A FH ASSY. F PROPOSED BUILDING 2 $• $ $ k J�"Gj o �~ ,� / 1� S SCALE: 1 "=40' � �►� oo TOTAL FLOOR AREA 9,000sf q Q` �J } 00. 1" WATER LATERAL \,�•, ° 5 \ h p 1 " METER\\ u (OFFICE= 3,000sf) �\ �► �Oj I 1 4b VDOT ROW DEDICATION oo \ (WAREHOUSE= 6,000sf) �� „� O `' 5' WIDTH, 221 of SF 1 STORY r. eo" Q FF= 683.00N. 5' PARKING SETBACK t\\`GCWPER \� \ All10 / PR. 14' WIDE RT. TURN LANE. SAWCUT E'$ tWg�^ ti\ EX. PVM'T TO PROVIDE SMOOTH JOINT. cp SEE TYP. ENTRANCE SECTION FOR PVM'T CONSTRUCTION, RESTRIPE AS \ \ < N 14t INDICATED ON FORT COLLIER ROAD N' J 4 �, / 9STRIPING PLAN (THIS SHEET). MATCH4� �\ % EX. IPVM'T ELEVATIONS. PR. CO-6 R- 731.5' L- 286.68' , ` R 1HC SIGN Q hJ� �s• `Oj r . ; •¢ �% / 00 PR. SAWCUT LINE -'' g.o t� jr,;` `\ EX. 12" WATER MAIN ��' HC SIGN PR. CMU RETAINING WALL 0 \ ` p.°° -" - LOCATE 1.5' OFF OF PR. 1 �_--i735 00, 77 Ol BACK OF CURB. Z.t83 m EXTEND WALL ENTIRE LENGTH R�1g1, OF ADJACENT PARKING AREA. , , � - q.61, (SEE RETAINING WALL DETAIL- SHEET: 7/8) } 2' CURB r ~ ulEX. EOR �0 n 0 22.- 8.0ft. NOTE: �r '' ��! t ; e� _ ALL CURBAGE NOT DELINEATED ° CG-2 / TRB �Oj TURN LA N— S ARROW AS PARKING SHALL BE "'� `+�_ IDENTIFIED AS: ' m l i / / / / NOT TO SCALE "FIRE LANE NO PARKING" WITH APPROVED SIGNAGE AND MARKINGS AS l W DIRECTED BY FIRE MARSHALL. I ca J�2 -,3 m EX. EOP oq�� �Or, I T PAVEMENT STRIPING NOTES W , .�V ' •" � ohhs}}} r� I CT 1 � Il �. � /� 1. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH THE "> n ! / MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISIONS -� �I' ___ - c,r im. /58,3.1,4, m THERETO: PR,• ES-1 �h c,� A. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PR. SAWCUT LINE . INV. OUT=683.18PR. 14'-15"0 RCP B. THE VIRGINIA DEPARTMENT OF TRANSPORTATION, ROADS AND BRIDGE <y ' 0 2% MINIMUM SLOPE STANDARDS, VOLUME I AND II, 2001 EDITION. 1.4 PR. S7MggMH- 1 C. STANDARD ALPHABETS FOR HIGHWAY SIGNS MARKINGS M 111 �� / CONNECT EX0 15"0 PR. CG-6 EE C—URB CUT AND REMOVE EXCESS. RCP STM. SEW. AS REQ'D. 2. EXISTING PAVEMENT MARKINGS SHALL BE REMOVED ONLY WHERE R 25I 75* K / B ASONNECT PR. REO'DCG-6 MAINTAIN Ex. SLOPE.TO NECESSARY TO AVOID CONFLICT WITH PROPOSED STRIPING CONFIGURATION. /NV 19V=68707 r , 20' SLOPE & DRAI/NAGE ESMT STRIPING KEY r.^ 0 11 WVovsroP r�6e�.:: I ' S/GN KEY DESCRIPTION ...�- EX. 12 " WATER MA/AI TYPE B, CLASS 1, WHITE PAVEMENT MARKING. WV — � --l5" RCP 91 r•w=69j, l6 4" WIDTH, LENGTH AS SHOWN ON PLANS. 'A4-. 689. A7 I (� TYPE B, CLASS 1, WHITE PAVEMENT MARKING, TURNING LANE ARROWS. STRATFORD DRIVE © SEE DETAILS FOR ARROW DIMENSIONS. SEE PLANS FOR ARROW 25 MPH LOCATIONS. w Im OF w J H Q J Q r a. r �_ U W Qa- 0 S 0 / j 0"VO/WZ Q'W—j0 wQLv 3 F— U 0 Lr- Y W L_ Uca W 0 0 0 ■ 00 ■ 0 J N a :3 0) 0 V) N r U cn (n C^ WYV''t°� 0 � N L C 0 a 0 .� Q W Mu) -C a cn U i) 0 0 C LL- Z 0 w In QN CLr� I 0 I k; Z l Lj ,431E "Aw IIliiii :� J W Z Z C� 0Z ter► U W OF t i N C. LEWIS a No. 21621 DATE: SURVEY: 15NOV01 M&L SCALE: DRAWN: 1 "= 40' PL—PLC C. I.: JOB NO.: NA 0106021 DWG: SHEET: SP-sheet3 3/8 ENKAMAT EROSION CONTROL REINFORCEMENT MAT OR EOUAL �\ ,-'`@.. \. � �d...... `'-__.... _. ,.._. ••...... .._.. ..,.,. __. ... min, J _ �i ,__._._...... ,..._ 4fr,- :o.-�"^`"''f... / / -� �` i1 i3AC _ PARr__-_-. ,f u r— ti - s " .' -. X", �� `'\ ti � %�� a TG +Y�r� ; �►— ,�,�`-'— � ' ° i �' ¢ � � PVMT. 1 \ /r '`i , ^ N _ i �\ — — — — — — a, I PVMT v PvM 7410 PVMT. \ \ �) .,~, �\ � J � / PvmT PVMT. 1 L�J Qv 1 • • i< . µ �,• FF= 677.00 TC / 76.TC ' TC „ IXL DOCK //;/ i a �1 �. TC TCVHF CC 6R C r. 5' PARKING SETBACK DRAINAGE FLOW DIRECTIONAL ARROWS \ .. (TYP.) FOR REFERENCE ONLY) \� r ' I fl I i / S VM FF= 682.00 PVWT 1 PVMT. 1 / FF= �83.00 7 \ TC I / � f \ W / \ v / V ' f k � !� 0141 SCALE = 40' V ) Z C) W cr cn U) >_ (n N m Cn F- W ti � � O ti CL 0 � O C) W rQ Z O QD � Q Q (n C� Do 0 0 O N Z Q 0— Z Q 0 O a J Q a. Z w�Q OLJj s a'OWZ �W—j0 U W Q _ 3 Y Li LL_Ld w V W o a O ■ o J o N . a �(OD 0)Mo cy) 04 C 0 W 03 �'t't3 J o >Ln Lc) ' - W L 0 a m 0 L L W U 0 Z 0C E ~ W W f) QCV a0 Z cf) I'?~�w ZZ Ow �►��� U P\,TH 0p JOHN C. L IS 0�OA> S IONAL DATE: SURVEY: 15NOV01 M&L SCALE: DRAWN: 1"=40' PL-PLC C,L: JOB NO.: 2' 0106021 DWG: SHEET: SP-sheet4 4/8 LANDSCAPE NOTES 1. Greenspace Required: 25% 5.75ocres x .25= 1.44 acres (or 62,592.39sf) Provided: 51.13% (2.94 acres) 2 Parking Lot Landscaping: Perimeter- (1) tree per 40' of parking perimeter required. 1069'f /40= 26.73 trees Provided- 27 trees Interior Greenspoce- 5% min. interior greenspoce required 25,105.18sf (parking area) x .05= 1255.26sf Required Provided- 11.2% (2819.78sf) Interior Trees- (1) per 10 parking spaces (75/10= 7.5 trees required) Provided- 8 trees Total parking lot trees required: 34.73 Total provided: 35 Provide headlight screen to block glare from shining onto Public R.O.W.'s and adjacent properties. See buffer planting along Fort Collier Road described below. 3. Buffers and Screening Required: *The adjacent property to the North is zoned M1 which requires no buffering. *The adjacent property to the West is zoned 83 which requires no buffering. *The adjacent properties to the East ore zoned RP which requires a Type C buffer. (75' inactive buffer and 25' active buffer with a full screen. (The Huntington Meadows Townhouses sit well above the proposed buildings. There is an existing strip of immature deciduous trees along the common property line where the existing ground slopes up to the townhouse property. At the base of the of the existing slope, within the buffer area the existing ground consists mainly of exposed, hard shale. This area is unsuitable for planting. The developer proposes to place the required amount of evergreen plants adjacent to and within the existing deciduous tree strip. The existing vegetation is proposed to fulfill the buffer and screening requirment for the required deciduous plants. The screening plants will be located near the top of the slope as much as possible for maximum effect. An opaque board fence will be provided behind the plants near the crest of the slope. (See Landscape Buffer Section A -A, below.) *The adjacent property to the South is the Fort Collier Road right-of-woy where a Type B buffer is required as described on the Master Development Plan for Henry Business Park. (See Landscape Buffer Sections: B1-81 and B2-B2, below.) Plants required: 3 per 10 linear feet; >50% evergreen. >33% deciduous, minimum of 3 species: height= 4' ® the time of planting. (398' of frontage to be developed less the proposed entrance) 398'/10= 39.8, 39 8x3=119.4 plants required Plants provided: 120 (80 evergreen plants) (40 deciduous) 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 ore subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of I the plant suppliers Where any requirements ore 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 hove 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 uniformly over beds. Trees located within four feet of any shrub bed shall shore the some 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 plonting 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. 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. 15. All existing plant materials shall remain unless otherwise noted on the Site Plan. PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING AR 35 Acer rubrum Red Maple 2 1 /2" Cal. See Plans FI 35 Forsythia intermedio Border Forsythia 3'-4' Cont. 6' o.c. IP 22 Ilex pedunculoso Longstalk Holly 3'-4' B&B 6' O.C. JV 53 Juniperus virginiano Eastern Redcedar 4'-5' B&B See Plans PN 18 Pinus nigra Austrian Pine 5'-6' B&B See Plans PS 58 Pinus strobus Eastern White Pine 5'-6' B&B See Plans 69 Taxus media 'Andersonii' Anderson Anglojap Yew 3'-4' B&B 4' o.c. EIPMT 5 Viburnum plicatum tomentosum Doublefile Viburnum 3'-4Cont. 8' o.c. Plant sizes indicated are at time of planting. NINESCALES: (1­1`11il 414 re v ! 0 1 BUFFER SECTION 81 -81 _Pityr '1 1GR,D • • r VEGETATION LINE/ ` Y r-PR. VEGETATION LINE"1 7' AR .. • AR \ V I AR I AR' \ \AR AR BUFFER SECTION 82-82 SCALES: (H) 1" 20.0' 1100000 6951 695 RQP_0SFR 69Q TREET TREE 690 R OP.45E.p GRADE 685 685 EXISTING._____ GRADE 680 3' H A 11 I 11 GH 680 SCREEN PR. _ WALL-- 675 . 675 _� B2 B2 STRATFORD DRIVE SCALE: 1 "=40' NOTE. CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. % / o~ (2) UPRIGHT STAKES TO BE USED ON C TREES UP TO 12' HGT. LARGER TREES / TO BE GUYED. \/ TREE WRAP MAIN TRUNK \ RUBBER HOSE / 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN, 3" MULCH 3" SAUCER AROUND TREE -�, EXISTING GRADE SOIL MIX - -- COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. T X TEDETO UPRIGH STAKES END \ � FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & - - ROPE FROM ROOT BALL, TDCC' 01 AAITIAIf% NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLED W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1 /3 OF ALL----�`-'"-- BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT ----- y~J� BOUND PLANTS. COMPACT SOIL TO 85%. AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION � Z O � Q CIL J Q 1-- CL LQ O U � L� Z Z Z 0 QUJ Q 0.. I,_ o O O N i� 0 w J I- F- Q a- Q WWQ iL WC)S O / ai• w ir VJ a.OWz Ilk W -r 0 Z Q V 3 F_ U FL-: YVLA_ LLLJ W LaJ p a 0 • 0 O O N a D o 0) (n o r- U ' N In n U I C, N N to Cn O O W _ � 't J o>��°' L C W m In 0 a -C , L C Q In N U O Z0 4- U 0 O E ~ W W QN 0. 0 �1 0(10 Z� LJ ,■�, Vn ZZ �• �11■1r O W �f �� TH 0 Y� u OHN C. LEWIS No. 21621 r Ak4SS _ZONAL _ DATE: SURVEY: 15NOV01 M&L SCALE: DRAWN: 1 "= 40' PL- PLC C. I.: JOB NO.: 2' 0106021 DWG: SHEET. SP-sheet5 5/8 form be WATERLINE PROFILE SCALES: (H) =50.0' (V) 1 5.0' 6951 1 1 695 6901 1 690 6851 685 EXISTING RADE PROPOSED RADE 680 '' 680 36" MIN. COVER 12" MIN. CLEA 675 � -___ 675 N 4" SAN. LA -- '- "0 DR-21 PVC WATERLINE 0 w 4" SA N. LAT. Z O Q U o = U ~ N � Q Ui >- O d Q m m ( Q m � 0 IL Q re) Ln� O -4t + + + + w Z_Z w KZ C� J O Z !- CD J O Z � I- W Q Z DO to (3)to w Q f! Z LI) W X W J 00 00 t� cG� to d W w U LLJ c0 (.0� Q0 t0 w U W 10+00 1 1 +00 12+00 13+00 14+00 6' minimum - machine excavation limit trench bottom), d ear thNW-stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with 'denotes hand excavation polyethylene, and the concrete poured to completely surround D" = 12 min. for t0" smaller pipe and sm the fitting and against undisturbed soil. The bearing dimensions 'D' _ 18' min. for 12" andthru sm20" pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE OiMENS10NS FOR HORIZONTAL THRUST BLOCKS Pipe Die. Plugs, Wyes & Teas 11 1/4' and 22 1/2° Bends 45' and 90' Bends A B C A B C A B C 6" V-0" 0'-9` V-0' 0'-9" 0'-9" 0'-9" V-3" 0'-9' V-9" 8" V-3" 0'-9" V- " U-9" 0'-W 9,9" 1'-6- 0'-9- 2'-3" 10" --6" U-9" V-6" V-0" 0'-9" 1'-3" i'•9" 0'-9` 2'-6 12' V-9" V-0" 2-4' 1'-3' V-0" 1'•6' 2-0" t7( 3'-0" 14" 2'-0" 1'-0" T-0" 1'-3" i'-0' V' 2'-6" l'-0" 4'-0" 16' 2' 3" 1'-0" T-6" t'-6" 1'-0" 2.0" 2'-9" 1'-0' 4'-6- 18' 2'-6" 1'-3" 3'-9" V-6" V-3` 2'-t)" 3'-W 1'-3- 4'-9' iL j 2'-9' 3'-3" 7' 6' 5'-0" 11 1/4° THRU 9W BENDS gaiv.n rods over fittings and embedded in concrete thrust blocks. FITTING I E R OD 1? { f _�� SIZE NO, ROD S EM_ BEGMENT ` , ' kt. m 12" &LESS 6 2 30° Qt' 14' - 20' 8 2 36" ;oncrete Fitting Volume of thrust block in cu. vd * i,, VERTICAL BENDS l y. I_size r11-1 4 22-1,'2° 1'-i y stone bedding 6" - - - 1.3 2.3 10, - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12, - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS, 16 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 SANITARY SEWER PROFILE SCALES: (H) 1" =50 0' (V) 1" = 5 0' 6951 695 6901 690 6851 1 685 PROPOSED ORADE EXISTING GRikDE 680 680 I \ FLAT OP MH ( W/ FFAME CAST (I ` FLUSH WITH TOP. 675 675 200 -6 O SDR-35 PVC UJ SANITARY S WER @ .5% J T tr� 0 f� Z Ooo r6� N N Z II CD Z Z (D cD II IILA.(/1 Cn ill - - 0 0 C) M r\ X 00o a�oo jl a ollao °+0�� CL O ++0waXa L Lj Z Z w Z Z Q) _J U J 0 Cy- Z WQ Cf)- Z W d1 r`? t~ c0 ZwQ (n Z w LJLJ WUW (� RLi CO WUW 10+00 11 +00 12+00 SDR 35 spigot a by gasketed SDR 35 spigot by R SDR 21 geskatatl top of manhole at grade in pavement areas unless otherwise directed y bell 45' bend bell adapter k� (top shall be set 24' min. above grade in oasernent areas) 1 (see note) 2' square skid pad 6" thick - i wrap around heat shrinkable sheet !WrapidSeal by CANUSAI . r i•'e s; d .".,;,- t,`•rr, d --- 4 bolts (3/4" dia.) , 3' minimum d 35 max. adjustment rings (11" max.) "4 \__SDR 21 gasketed SDR 35 8"x4° pipe and fittings ' gasketed bell wye SCH 40 ; (see note) solvent weld cap t property line concrete ASTMC-150 4000 psi I12 or i6 (typ.) i pioneer 301 mastic applied t8 between joints and on " MR" ° exterior side of Joints Bill, joints are to be sealed with '0" ring gasket location marker stone- A 4" pipe at 2.00% minimum grade concrete cradle n top of man is greater than 15' deep 36" min. cover treated 2'x 4* with top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 1 variable f 4'-0" I.D. 5. - - pipe to manhole connection to be r riven channel to proviby flexible sleeve de a smooth transition in to out, - 3'-(` min, for all connections 2-0" max. 4'-0' max. Qrout bottom of manhole r -'--- , + estop of bench -wall to form channel f D/2 saute elev as top of pipe d• I -d' . 6" bedding stone NOTES: 1. Manhole sections shall have art external coating of approved br umastic water proofing prior to installation. 2. It adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bliturnastic water proofing. 3. Final slope adjustment of manhole frame may be by shinis area non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads 5. Flat top casting shall be used on shallow manhole (6 it. or less) installations STANDARD MANHOLE Figure 12 8' ston STANDARD general backtilll (see note) concre select backfili s note) O.D. general bacttfill I" V select backfill Be note) 6' 1/20.D 6° CONCRETE CRADLE :kfill t" select backfill lee note) 6" 112 O.D. 6' CONCRETE ARCH general backfill concrete CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density, TRENCH & BEDDING Figure 1 I" select back6N ae note) 6" 6" FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet ail requirements of the Frederick County Sanitation Authority. 2. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services, on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority maintenance department is responsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work will begin. b. The Authority shall furnish and install all 5/8", 3/4", and 1" water services. c. For 1 1 /2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is tapped for the installation of a new line: a. the Authority shall furnish all labor and materials to make the tap. b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is completed. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard No. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. 3" dia. schedule 40 steel pipe filled with concrete and painted yellow BOLLARD DETAIL direction of setting to be approved prior to installation concrete pad 1-6' sq. it 6' deep FIRE HYDRANT ASSEMBLY Figure 9 locator marker mechanical joint swivel tee with 6" branch (for valves 12' and larger) Note- this detail is also used lot butterfly valves GATE VALVE Figure 8 METER BOX and COVER METER SiZE METER BOX I METER BOX COVER 518'x3/4` or 3/4' 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T 1' 24 in. Die. Non -Traffic �� MC-30 (Frame) WiTti RML.1-T (Top Lid) Traffic MG30 (Frame) WITH RML-12-T (Top Lid) corporation stop varies as required 3" stone bedding surrounding box 1" type K copper tubing, continuous without joints from mein to meter water main METER SETTING PARTS inr size meter size yol a anWe yoke ball valve all le check valve ak tot n y/6}t314• Y602 BA94-224W HHCA91.323 & C84-34 EC-23 i" 3/4' 5W BA91.323W & C64.34 HHCA91-323-TV & C84-34 EC-23 1" 1" Y504 BA94-444W _ _HHCA94-444•TV EC•4 INSTALLATION NOTES 1 Exact location of meter box assembly to be approved prior to installation 2 Water service crossing street shall be encased in 3' dia. SCH40 PVC or SOR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one root beyond sidewalk treated 2"x 4" with top 6` painted blue rneter cover set 2° above fin, grade prior to sodding by F C S.A. meter box check valve with drain valve a yoke valve L! o' stone oeuumg 1X 1 TEE (T444.444) DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 Is z W W Q O CIL O U U � 4 U Q Q v N r� a o N' O Z 0 J J Q J W a n O IX 0 Z W J Z Q Q 3 - Z Q � Q 3 Lv J F-- J Q p," Z LJ a.,OS ONWX ILL w CL }" O Z Zw_J 0 0 W Q V U V Y `C W U U W LiU_ O O ■ O N a■ N O N E �, (C)0) N ice• o Ili w NLn Lo tititittt� O C, N N N V • E CO E W tJU _ya,0o@) o W M O V) O Q E -C -C N U O Z 0 U O `� W > Q (14 a° V) ,It i°'` i111 k I- W J LtJ tI Z l (A - i Z Z °U Lv TH OF v O � HN C. LEWIS No. 21621 ��O��1 �z -J0NAL - DATE: SURVEY: 15NOV01 NA SCALE: DRAWN: NA PL-PLC C. I.: JOB NO.: NA 0106021 DWG: SHEET: SP-sheet6 6/8 6" DIA. STE PIPE FILLED CONC. (PNT 4'-0" HT. � 18" 0 CON( FOOTING - DEEP W/ W HOOPS (2 - PIPES) PNT[ OWNER SPE FENCE (SEE DETAIL THIS PLACE 4"x4 FLUSH TO CONCRETE 6" CONC. S W/ 6"X6"X 1 WELDED WIF MESH DUMPSTERS OTHERS TRASH ENCLOSURE N.T.S. ADJUST DIMENSIONS AS REQUIRED FOR DOUBLE DUMPSTER 2" SM-1 2.5A 8" 21-A 7� COMPACTED SUBGRADE = jI- 1,;_I ON SITE PAVEMENT DETAILS NOT TO SCALE -ice_- 2 �� 1 6" EDGE OF GUTTER TYPICAL CURB CUT DETAIL NOT TO SCALE T '1, 42 t 6„ 181, SURFACE CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF BASE PRECAST SUBBASE CG-2 6 HEADER CURB NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) CG-6 r tD z -u -� COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) CG-6R COMBINATION 6" CURB 8c GUTTER REVERSED NOT TO SCALE 2x4 TOP RA 1x6 BOARD, FRONT & Bi TOE NAIL E� W/2-8d(EA. 2x4 MID RA 8'-4x4 POS PR. GRADE TOP OF CURB 12" DIA. PO I f FILL W/CON {{ pp NOTES. i I ALL LUMBER TO BE PRESSI �r r ALL HARDWARE TO BE HOTLi - PROPOSED FENCE DETAIL NOT TO SCALE 2x4 BOT. R ATTACH RAIL W/3-1 Od(E/ • 7" WHERE STD. CG-3 OR CG-7 IS USED. 6" 8'-0" 4'-0" �, v ORDCCIS 62 12.1% MAX. 48:1 Max. 4' " , 20:1 5' MI" SECTION A -A �(10'.1MIN' x) 3 (10:1 MAXI �5 DOWELS. 8" LONG O 12- C-CVPERMISSABLE SLOPE: 10:1CONSTRUCTION JOINT PERMISSABLE MAXIMUM CONSTRUCTION " 5'-0" MIN. 3'-0" MIN. 5'-O" MIN. JOINT -� _ ---- ----- _ --' 4. SECTION B-B 12f' 1 LIMITS OF EXPOSED AGGREGATE SIDEWALK MIN. L 8 ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS B UNOBSTRUCTED, STABLE, FIRM, AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED. AND 6" USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: 90' THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. A TANGENT PLAN LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP MINIMUM CURB RAMP LENGTH 8" FOR NEW CONSTRUCTION, 6" FOR ALTERATIONS. CURB RAMP FLOORING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MA BE PRECAST OR CAST IN PLACE). THE ?P..W,A aAo�AKu. DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLOORED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REQUITH SIDESOFHE-ARE TO BE NO, 5x8" RAMP FLOOR, MID -DEPTH OF E RAMP CFLOOR ENTER TO CENTER ALONG O MINIMUM CONCRETE COVER TYPICAL PLACEMENT TYPICAL PLACEMENT CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR AT INTERSECTION AT INTERSECTION HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, WITHIN CROSSWALK WITHIN CROSSWALK COMPLETE -IN -PLACE. (WITH BUFFER STRIP) CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE - INCLUDED IN PAYMENT WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR r G 7 THE CURB FACE ON THIS STANDARD IS CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT THE INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC., WILL ALSO AFFECT PLACEMENT. DIAGONAL VARIATION PERPENDICULAR CURB RAMP (CG-12A) [ACCESS FOR MOBILITY IMPAIRMENTS] N.T.S. VRRGINUA DEPARTMENT 203.05 Of TRANSPORTATION 2001 HALF PLAN VIEW SEf STADARAD SL-I FOR APPLICANUTY OF SAFETY SLABS STANDARD M+-1 NOTE: FRAME L COVER TIE TOP OF MASONRY s TO M LEFT SUFFICENTLY LOW TO PERMT PROPER AD.AJB FIT OF COVER AND FRAME TO GRADE TIE LASE OF MORTAR OR BRICX AS DIRECTED BY THE ENGINEER 2'-0' a FLAT SLAG TOP AS OCT R � - ON STANDARD T-IH-2 M WITITUTED FOR T1PEA THE ENGINEER S7Y) ST-1 A �E �A A r0 g J r-FL TE OOTINGt.137 1'O^ - -' - j BEVEL 43' 1WRHFRAAE BRICK � AND COM COVER if bKDI CONCRETE NOTES' wNDt iE PEES T/E�AMO�MTMANHDLE OISPL OBTAN SR11E OUANTITIES TO 2. A BASE TMCNN CR TE U WAS USED N COMFYIlMNG CONCRETE OUAMTTES. Ow AWTIONAALLSFOOT OF OEPTtop EACH C MATERIALS NAY BRR:K ECO Tt OIR SLOCK 5 E BLOCKS AFA UBED THE MIMM THICKNESSODF�SAAE IS TO BE S" TO MALL Y CKMI K N FOR31IIES ARE TO ORM CONCRETE 6. ALL CONCRETE TO BE CLASS A3 W1�M SPECIFIED ON PLANS THE =1 5 TO K SHAPED N ACCORDANCE MTH STANDARD 15-1 TABLE OF WA/TITES DEPTH BRICK MANHOLE CONCREE C E F T T S . Y 1 3 1 .9 .7 5 t.I61 7 1 7 3 1.2 7 A TER• 1•.B••• l2j W_y_i�� r�rR 1 I f_ LID SECTION B-B BRICK CONCRETE OR SHEET , a s CONCRETE BLOCK 9 1.1 .7 2,747 1_ 11 1.9 7 a 12 2.7 7 7 13 2.5 0070 4 1 14 2 E 0.970 C541 1 1 5. 117,INCREE 1 0 45 M6.01 MANHOLE FOR 12" - 48" PIPE CULVERTS VROMA DFPARTMENT OF TRANSPORTATION 7g1IAlb 307 4' ---- *PROVIDE 2% MAX. CROSS SLOPE ON ALL SIDEWALKS. 4" CRUSHED STONE (3000 PSI) 4" CONIC 6x6xW1.4xW1 4 WWF (1.5" Min. CLEAR) TYPICAL CONCRETE SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4' 3.5' *PROVIDE 2% MAX. (OR AS SHOWN ON PLANS) CROSS SLOPE ON ALL SIDEWALKS. EXP. JT. MAT'L 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1 4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK CURB DETAIL NOT TO SCALE PER PLANS 4" CRUSHED STONE (3000 PSI) 6" CONIC 6x6xW2.9xW2.9 WWF (1.5' Min. CLEAR) - TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE T I)✓1 Olw --- THE LETTERS V.0.0,7 NEE OP- :ZONAL ��� L_= F USED THE LETTERS AIE TC BF E./'yy' CAST N THE ESSS IN N TOP OF COVER 1^ HE RAISED HIGH A,- DIMENSION El E El 110 FINISHED D/ r '1r A A ❑❑oaoo❑ MACHINE ------r-By,, Dw SECTION A -A LOPTIONAL O ❑OD❑ -4"" DO❑ A"O%IMAFf WEIGHT CAST ARON TOP FRAME 239 :2 12 LBS COVER 137 ± 7 LOS B / PLAN 1, B x.• 1 O SLOT f x.•_ r4.6. OWL MACMNF MACHINE- r/," R w 6 r- • B1A SECTION B-B BOTTOM WnT 2 Or 5 vtcm d Ifrown 224 STANDARD MANHOLE FRAME AND COVER W2 VIt(:I'YA ;tR PAR1IENT d TRNISPORI AT'ION t06.D2 TC ELEVATION VARIES (SEE GRADING PLAN) FACE OF CU ASPHALT PARKING L VAN ACCESSIBLE SIGN PER PL END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, Z 4" WIDTH, 2' CC; 45' ANGLE w OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE z w 0 0 � O o v V) O w z � Q Q U N ca 0 •o z J .r-12" x 18" STND. < RESERVED RESERVED W PARKING PARKING in STND. U-CHANNEL POST ('7 ( Z O VAN ACCESSIBLE V PENALTY i,00-eoo �Ew.LTY s,00-soo TOW-AIyAY ZONE TOW-A7M'r ZONE Z VAN HC 0 ACCESSIBLE SIGN V - PROP. GROUND SIGN w J I - HANDICAP SIGN DETAIL NOT TO SCALE RETAINING WALL NOTES 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4 SITE SOIL`j ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED GRAVEL, 6" THICK MIN. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF WALL 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER. 12. COMPACTION WITHIN 3 FT, OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13 SEE MANUFACTURER'S SPECIFICATIONS FOR GEOSYNTHETIC TYPE, LENGTH AND LOCATION REQUIRED 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION. 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED, 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR MUST CONTACT ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE AS REQ D SLOPE VERSA-LOK MODULAR CONCRETE p FACING UNITS DRAINAGE AGGREGATE 12" THICK MIN. X IMPERVIOUS FILL- 4' FLAT 12" DEEP E I- /--PR. CG-6 /-PR. RT. TURN LANE GEOSYNTHETIC REINFORCEMENT SEE MANUFACTURER SPECIFICATIONS FOR LENGTH, TYPE, AND SPACING III I I RETAINED BACKFILL I��IIII,II APPROX. EXCAVATION LINE REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY 4" DIA. (MIN.) DRAIN PIPE OUTLET ® END OF WALL OR ® 40' CENTERS MAX. SLOPE TO DRAIN (1/8"/FT.) W/FILTER FABRIC IMPERVIOUS FILL GRANULAR LEVELING PAD 6" THICK MIN. TYPICAL SECTION -REINFORCED RETAINING WALL MODULAR CONCRETE UNIT � a. z LLJ �,t)0� Owx w 0- =) W �- 0 J Z Zw00 Ld Q V V = 3 Y V_ V W Ld O a. O � ■ Vo o N /L■ N O N E cn N i- r�' U In 0 NN +' °) I C N N U) cD E J o> U-)� C a W m�� 0 O E__ c .L t Q In 'v U a Z U 03~ d w cn QN IL III �,II. " ,nl 1f1111" (11111111 (� In Z �B>•■1 J W Lj D Z a wi■■► r■■Ir► Z - CD OW ITH D + I Off7*.il C.k*InONAL LEWIS' 621 DATE: SURVEY: 15NOV01 NA SCALE: DRAWN: NA PL-PLC C. I.: JOB NO.: NA 0106021 DWG: SHEET: SP-sheet7 7/8 TBAQK 27 19,9 Ll Fw Al V� VIEW LOOKING UPSTREAM I; 7z. NOTE: KEY STONE INTO THE DITCH BANKS it AND EXTEND IT BEYOND THE ABUTMENTS m A MINIMUM OF 18" TO PREVENT OVER SEDIMENT TRAP # t FLOW AROUND DAM. 0. VDOT #1 COURSE AGGREGATE CLASS I RIP RAP eop OD T L '�q SEDIMENT TRAP �0' SECTION A -A ;7, Ff- -�,- 6'79.214p"' SPACING BETWEEN CHECK DAMS 0111ROCK CHECK DAM t —JUTE MESH OR EQUAL DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 OR GREATER FILTER FABRIC YSE �ANDBAGS, STRAW BALES SPILLWAY 0 SEDIMENT BARRIER '- � 0* ER APPROVED METHODS (STRAW BALE TYPE SHOWN) \ TO 1,HANNELIZE RUmOFF TO E�S|N ~' AS OU|RED ULki - cr- SUPPLv WATER TO WASH WHEELS IF NECESSARv < [l �t O FLOW FWW Oc � u� � < � � w [L ' AGGREGATE Or- m {J � 0 [L z DIVERSION RIDGE I-- 0 _ x . �� 70 MIN, | JiKJ C�| / / ^_r`/v NOTES: -------- 1THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY R[0V|R[ TOP DRESS|NG, REPAIR CLEANUUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2 WHEN N[CESSARY, WHEELS SHALL BE CLEANED T����z/l��/���~� PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.TEMPORARY GRAVEL �[� � \/C�| J. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ��|��� v�-�- ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION ~���J��7-[J| |�~l-|��KJ THAT DRAINS INTO AN APPROVED SEDIMENT TRAP ����/n~� ||����� i/��|n OR SEDIMENT BASIN.ENTRANCE/EXIT 4 |N3TALL CATTLE GUARDS AS CALLED FOR ON THE PLANS, '/---| |' ' --------- TURNDOWN A'S RE(}'O----� � 16 "I -DITCH SECTION (SCC) TYPICAL V \ � NOT TO SCALE CO 5' PARKING SErawCx v- / ORIGINAL GROUND ELEV. 6� ` ' . / '� ��Fl|K���T T�&� ` r `4rd` SEDIMENT TRAP CALCULATIONS |L/\T|OhJ«% \ �« /2'ww/G9 MAIIN . \ ` \ ~. � EROSION 8/ SEDIMENT CONTROL KEY'o' � , . PS OP Illy ;-7 SIGIV 3.18 OUTLET PROTECTION CONSTRUCTION ENTRANCE 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.17 STORM WATER CONVEYANCE CHANNEL 3.20 ROCK CHECK DAMS 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING PS 3.35 MULCHING AREA ACRES ACRES ACRES WIDTH STORAGE CUBIC CUBIC CUBIC AREA YARDS YARDS YARDS STORAGE CUBIC CUBIC CUBIC AREA YARDS YARDS YARDS EXCAVATED AREA EXiSri —Nc� ROADWAY _ .7 -Lr, =., Ll uj T�K��������� �|V���|y�� �|�� TEMPORARY . DIVERSION ��.~�- 1' 2' In . . . DIRECTION OF FLOW DIRECTION OF FLOW -ID cc 0 67 CU. YD. /I ACRE IGINAL GROUND (EXCAVATED) TFILTER CLOTH ELEVATION N COARSE AGGREGATE** 0 CLASS I RIP -RAP T�K�����&�� ��F�|K����T T��� � ���/`� ��&� [��T�U TEMPORARY .��_��"�«_.,. ..`,`. � .`��^�.` ��'`.� ���_.,`.`- UJ uj LENGTH (|N FT]= O X DRAINAGE AREA (|N AC) CLASS I RIP -RAP _,,-DIVERSION DIKE 0 HN C. LEWIS No. 21621 IONAL OUTLET y��������/~T|V� U1�m� vv uu /�� / (PERSPECTIVE VIEW) - DATE: SURVEY: SCALE: DRAWN: DWG: SHEET: SP—sheet8 8/8