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Home My WebLink About23-01 B B & T Capture Ctr. (Westview Business Center, Lot 10) - BackfileGENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick. County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. FCSA CONSTR UCTION NO TES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. w' inspection b the Authority. 4. The contractor shall coordinate with, and arrange for insp n y, y 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. 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. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. HANDICAPPED PARKING NOTEL Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. VDOT CENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. 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 / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. 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 shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative 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 identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized 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 base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 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 pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type :and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by engineer thev and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. TRIP GENERATION DATA CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD EXISTING = 51,610 S.F. 659 PROPOSED = 54,521 S.F. 696 770 BUSINESS N/A 12,76/1,000 S.F. 1355 PARK * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION UTILITY CONTA CTS Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELINE I11 MMAY/ -330 - - - _-__----------- 330 400 EX E/P PROP E/P EX C&G CG-6 CG-6R --T----T-----T--- T EX. 15" RCP_, PROP. 15" RCP S --E----E----E--- r --G----G----G G EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL a EXISTING WATERLINE W/ TEE - - w- - - - W- - j - W-- - PROPOSED WATERLINE W/ TEE W , T EXISTING FIRE HYDRANT EXISTING WATER VALVE __W - - - - Wm® -0 - - w- - PROPOSED WATER METER W PROPOSED REDUCER W STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING t VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER CD EASEMENT LINE C) NTERUNE - EMSTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LINE VICINITY MAP SCALE: I" = 2000' JI[) Millwood Pike CITY OF WINCHESTER a r WESTVIEW 5U51NE55 CENTRE Independence Drive 41 Winchester Airport Airport Rd, SHEET INDEX s. 17 victory Lane SITE COVER SHEET 1 EROSION & SEDIMENT CONTROL PLAN 2 EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS 3 SITE, UTILITY AND GRADING PLAN -NORTH 4 DIMENSION PLAN - NORTH 4A SITE, UTILITY AND GRADING PLAN -SOUTH 5 DIMENSION PLAN - SOUTH 5A STORM SEWER PROFILES, COMPUTATIONS AND DETAILS 6 MISCELLANEOUS DETAIL SHEET AND EXISTING SANITARY PROFILE 7 LANDSCAPE & LIGHTING PLAN - NARRATIVE AND DETAILS 8 LANDSCAPE & LIGHTING PLAN - PLAN VIEW 9 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION PROJECT INFORMA TION PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 1595 `J FA.R CALCULATIONS: STREET ADDRESS: 141 SECURITY DRIVE T4 EXISTING BUILDING:: 51fo10 SF. TOTAL AREA: 12ZOO ACRES I PROPOSED BUILDING: I: 25,345 S.F. PROJECT AREA- J2Z00_-,4CR_ES PROPOSED BUILDING 2: 25,345 SF. DISTURBED AREA./ 4.90 ACRES III . g (Ato PROPOSED BUILDING 3: 3,831 SF. CURRENT ZONING: M=1 TOTAL BUILDING SIZE (PROPOSED AND EXISTING): CURRENT USE: NAVY FEDERAL OFFICE BUILDING 106,131 SF.12.43(o AC-) PROPOSED ZONING: M-1 PROPOSED USE: NAVY FEDERAL OFFICE BUILDING ,AND PARKING EXPANSION PROVIDED: BUILDING WEIGHT: IV 10" NORMAL HEIGHT 2.43 AC. BLDGA2 AC. = 020 TO MATCH EXISTING 22'35" SPIRAL HEIGHT ON BUILDING CORNER GROSS FLOOR AREA: EXISTING = 51,610 S.F. MAXIMUM ALLOWED = 60' PROPOSED = 54,521 SF. a TOTAL = 106,131 S.F. BUILDING SETBACKS: REQUIRED PjLoy FRONT: 15' SIGNS: PLACED ON BUILDING SIDE: 25' OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE REAR: 25' DOWNCAST OR SHIELDED TO PREVENT GLARE ON ADJOINING PARKING SETBACKS: PROPERTIES OR PUBLIC RO.W.'S FRONT: 25' S!D1?: 5' REAR: 5' OUTDOOR STORAGE: NONE PROPOSED PARKING CALCULATIONS LANDSCAPE CALCULATIONS REQUIRED: SEE LANDSCAPING PLAN SHEET OFFICE: I 5PACE/250 SF X735.4 TOTAL REQUIRED = 425 SPACES SATELLITE PARKING (LOT 12) = 336 SPACES , 355 HANDICAP SPACES REQUIRED: X PER ADA = 9 SPACES rl� (I VAN ACCESSIBLE) SPACES�OVIDED: / 07- /11 ,1111 � / 0 /� 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: 6-08-07 2. Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2007 (Year) 3. Aerial topographic mapping performed by: Dated: FREEDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Project Name: is Owner: Developer: District: SHAWNEE MAGISTERIAL DISTRICT NAVY FEDERAL CREDIT UNION NAVY FEDERAL CREDIT UNION Engineer Certifying Plan: GREENWAY ENGINEERING a C CD 00 ® is W � � cu W 6 Z1 L=J G P..-....e...,..�..v . w W CO 0 > C 1 U Cd Cat CO U a � I 0 Z x LO � Q� 1~ W a LO W U N � �= HFM4 w a) o W to w I in CO F rn z w H co Z o z W U z 50�� O o z o a F z V) a U W a Ul z Q E- a x a r4 � � a c- � r- r co 0 0 0 0 H 0 M C2 Q � 0 0 O .� CANTIIFL. KEGLER Lic. Nc). 32809 c� 5s' jONA L _ _ 265 EXISTING PARKING SPACES PROPOSED PARKING SPACES = 158 + 33(o (FROM LOT 12) = 499 TOTAL PARKING SPACES = 164, INCLUDING 11 N.C. �• E� WINCHESTER REGIONAL AIRPORT AUTHORITY NOTES: W I. IN ACCORDANCE WITH THE CODE OF VIRGINIA, SECTION 152-2294, AND THE FAA, THE CONTRACTOR MUST FILE A NOTICE OF PROPOSED CONSTRUCTION, FAA FORM 1460-1 WITH THE FAA FOR ANY TEMPORARY CONSTRUCTION EQUIPMENT TO INCLUDE CRANES, DERRICKS, ETC. IF THEY INTEND TO PERATE AT A HEIGHT GREATER THAN THE EXISTING STRUCTURE OR 10' 6" ABOVE THE GROUND FOR A MAXIMUM HEIGTH OF 101.4 AGL. U) THE FAA WILL CONDUCT AN AIRSPACE OBSTRUCTION ANALYSIS AND NOTIFY THE CONTRACTOR IN WRITING OF THEIR DETERMINATION. THE REVIEW PROCESS CAN TAKE SEVERAL WEEKS AND UNTIL THE FAA COMPLETES THEIR STUDY, CONSTRUCTION EQUIPMENT CANNOT BE USED AT THE SITE IF IT EXCEEDS THAT MAXIMUM AS STATED. W 2. ALL CRANES WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATES OF OPERATION SHOULD BE COORDINATED WITH DAVID FOLEY, OPERATIONS SUPERVISOR WINCHESTER REGIONAL AIRPORT AUTHORITY NO LESS THAN 48 HOURS PRIOR TO START. O 3. OUTDOOR LIGHTING SHOULD BE SHIELDED AND AMBER IN COLOR IN ORDER TO MINIMIZE LIGHT POLLUTION TO PILOTS APPROACHING THE WINCHESTER AIRPORT. 4. ANY TREES PLANTED AS PART OF THE LANDSCAPING SHOULD BE OF THE TYPE THAT ARE SLOW GROWING WITH A MAXIMUM MATURE WIEGHT NOT TO EXCEED THE ELEVATION OF THE PROP05ED BUILDING TO AVOID FUTURE AIRSPACE OBSTRUCTIONS. 5. CONTROLLED BURINGING SHOULD BE PROHIBITED DUE TO THE CLOSE PROXIMITY TO THE RUNWAY AND SINCE THE PROPERTY IS WITHIN THE FLIGHT PATTERN OF THE WINCHESTER AIRPORT. UNSUITABLE MATERIALS SHOULD BE HAULED AWAY FROM THE CONSTRUCTION SITE APPROPRIATELY. ORICINAL SITE PLAN #: 23- 01 Project Number: 3015LA Date of Plan: (Month, Day, Year JUNE 29, 2007 Address, Including Zip Code & Telephone No. 820 FOLLIN LANE VIENNA, VA 22180 (703) 206-3405 Address, Including Zip Code & Telephone No. 82 FOLLIN LANE VIENNA, VA 22180 (703) 206-3405 Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 W cc Z WQ O J ' > ® Q �, W;� Zo z CO 12 H 0 W W Z Q �4 W�� Z CO W 3: DATE: 6/29/07 1 SCALE: AS NOTED DESIGNED BY: WRS/SBW FILE NO. 3015LA SHEET 1 OF 9 0'7-069 Ii I I T.M. 4 -' - --S`"' �" ,,✓' M'' LLC •''e.._......-./! -- NAVY FEDERAL CREDIT UNION I PROPERTIES 0 • �0 / ,-• FM-'- � � � -%-= - %-'�'" SATELLITE PARKING (336 SPACES) ST. N.. - - ' 5-- `' M - --'" �/ \�, SURVEY LEGEND: CMH=COMMUNICATIONS MANHOLE z -- DESIGN UNDER SEPARATE PLAN �- % �R' �-" `� - (WESTVIEW U51 E55 CE THE LOT 10) __ --- OFFICEf� .S EBMT. F M ,---- � \ CO=SEWER CLEAN OUT DI=DROP INLET cc X. 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Dl J" \, 1 -- �_- W ,.. {l - . _► _ ,: '� c"" , _ �\ \ `\ `t SMH=SANITARY SEWER MANHOLE SSMH=STORM SEWER MANHOLE _ _ TMH STEPHONE MANHOLE UA o c u� �� _ TOP = 672.8b ,� -., 2j° r .- _<� a t ( - I \ ,___- �' N „• "_" ' -- _ r �"��'�r/i !NV OUT1 = �6- '"�f: ` r F - --- C� 6 --� - 'f -' ' r -\`` NSF - - - �1 - ' --.. E �,q ; 676.37 . -,. SCV ... -. r ��-- 't P 1 RF PJ 61 °4 7 41 E (, 35.23' `I V_v TRANS= TRANSFORMER UGT=UNDERGROUND TELEPHONE WV=WATER VALVE a� c� a ao ROO { o C0,03 o `� G 1 ✓ ____-- 6 1�5--'"- .-- ,--.---- �� -- - - - -. '" P `-""a �SGV:,.)-- INV�OUT .�' .- t-,, - WVLT-WATER VAULT a ,� I -T �--� � � .,-5�-%� w6. ' -" ''-, 7 T `I �' , '� \\ � Lu cv --ram �; r 5 ; �� -\ _ � ,,�,,,, 79 � -•1. �- � //--�� _ \tPJV IN = 66 - "� ', 1. RCP-. =� , -- \ ✓ " . SIN( - 8 4�C SPACS W�tN ,- \ / -1 h� - 1� = 664.60(56') .. --- 1 fR ..�. �79.86 p -'i �, � '� Z5 ( !RF \ \ \� \�\ �_ TM 64-A-159N PROPERTIES, LLC iii a'o !l F °-� _ - ___-;.. - -• -° _ r _ , _ 1� OUT = 664. �3 ` �, q -- _ - - ----- e �. J 670.3 1 IGN TOI MA cN EX,-T - i tt V 0 1 -- �- ,... INV OUT - _.u- Jt IS -� - - ( l % - I ��• r I �� j - 7 \\ BRADDOCK STREET , 1NST.#000006824Lo 4 - - ._ .� -- ...-. IIV - , / - _ ,� D -;'- - _ - �-- .� '" - _ - --;y 1 LP 80 �1 ' / \ -" 5 \ I1 1 FOUN o _ R-1080.0 .- - ---`� W "" �`�� / \ Q ` �.,t -� f.° \��--�,% _ _ -rTl o \ ' , -' r i' SIGN Sl \ ✓ -' PW eP ,, - / CzNS 'f tC>N X• �� i a ��` - 1� _ tr ZONE. • M 1 \ USE. • OFFICE 1 H w vi v� J Af LT; FH '' .-` 6$�� 1 met= x -'L I o 0 1 e' - F - 0 67a.so . - �5 5'°' 1 \ �E [�! I _ 1 _ >> - o �.-� , - - _ -- INV 0,(�f = 668.58 / + iN �� O Dom` R - TOP = 676.10 I \ , r -�- �. . - L - -- �\ _ 75_ _ - - 5 1�11CSE STRIPED WALKWAx �6,°.'"° 7a,67 T 74� ,' ' ,\ � i \\\ ; ? \\ \ 1 NOTES• 1. ALL CURB RADII 15 5 UNLESS LABELED `' v d a) o 0 a .� � an t~ [- s t .� �. /,� k/1�� _ , , �V T i'- I nCU-12A 679.4i f8" RCP f 1 C.�NC - - i GT j I I ry ScSC1 GD'i i _ C1 f �!` n r �76.60 I ' �� ! 5p ` _ �. p \ } ', -' \ OTHERWISE. �� 2. ALL UTILITY CONNECTIONS TO EXISTINGx BUILDING ° w to NEW (oZSIDEWALK 10�� PVG `' ` -1- ©T , , e, 94 Ti `� / - GOLF, RAIN { , I 1 , , _ r 63 ROOF D \ ` -- ?, \' t0 REMAIN UNLESS OTHERWISE SPECIFIED ON THIS _ , _[�__'+�- -E�_6Z \ _ - I -' - o - o . ". _ �{, ,, y _-- Mp .� r >`i� - -1 -`" - -� ' - '" " - y //� 7�.44 °, \t > ; (` ��\ PLAN OR BY OTHERS. �` -�_ E I LO BOX THE 3 AN X15T NG C X WAS CAST INTO H BA5E Aco ul ! _..-,, z7. _ 7a _- 1� e Top - v 676178 _ I _ _ - E- - - - - USE SAN. WYE \ jai - G-Igr ' •' Yi ; - L 91 I _-1\\'?, s v \' OF LIGHT POLE BASE "15 AS SHOWN EXIStINCs AND w Z \ - / y r , � � - c REMOVE"AND CONNECTIONS -�-- ,� J CO �`� N� MODIFIEQ _ �9' ! _ _ - j ` r TIE t0 EXISTING ` INV ds ' v - \ HAS PRESENTLY KEYED TO THE FIRE W z z F' S w t. ,I - _ REPLACE TREE \ �' - _ -= z u KING a . - , . -- \ 4 �9rc {-f%� BAR 5DR'35 , I _ -1 - - AFTER GRADING INV•= 6�1.00 \ 2 - - `- f \ [ I [ PORCH d� -- EX. MP ds 36LF, 6�� PVG IN I _ i 1 115 COMPLETE I 175 I BR I [ I �,�- �- � � - e �, ROOF DRA 1 I 1 _ \ :I _ _ ; s } ' ' \ ` 4 c \ ' c� _ J ' �\ � 'c� DEPARTMENT MATER KEY FOR ACCESS TO THE BUILDING DURING A FIRE EVENT. THE OWNER WILL ADD A KEY INTO THE LOC BOX FOR ACCESS TO Z � w 6 1 � w � z � w z z w _7_ - E INV. = 67� �0 1 ; c�\ _ - 1 I a ENTRANCE pRAiNS ,DR-35 l 1 1 __ IE t0 EX \ �) E ll r� 1 -- [�-"6 ROOF 6 PVG S ` c„ I -� 1N 8ID 7A _ _ _ �_ [ _<- __J I I _u-- _C - 1 d �-- - __ MA1N EX. MOD. CCz-128 33LFR0CF pRp, 7 77� _ - ( `�� CURB- - - -_ � .95 a HANDICAP RAMS' CQ 1 I - ,' _ !' _Y. `rn - I \ , o _ ` cc�_ t ' �' \ - u ". 1 i' THE GATE TO THE FDC. �j' / 4. SEE SHEETS 4a AND 5a FOR SITE DIMENSIONING. % " / 5. LEGEND NOTES: Y) W 0 Ix w E w �n �, w A A z - _- _, _- '` INV.= 6(0c �'6,.=s CONC.4. S° W - 90 Q MAIN ENTRANCE r �- PROPOSED BUILDING t0 SID$ 8 I + - _ _1-- - \ t , t \\ ��, A. cis = DOWNSPOUT c5 a , FF EX. ROOF LEADER UTILIZE EX. SAN. LATERAL - I 1 i E I t ! _ - - -1 - - SID 1 ( - - ( �77.4s fo78 i �(, __ ri.2`1' ds 79GNc i _ 67�, s _ 65 -l� z PROPOSED BUILDING TO EX. ROOF LEADER I I I - I- �" '4 _ - -� `; _ ` I B. DRAIN DESIGN BY OTHERS. C. DOWNSPOUT LEADERS CONNECTING TO 10",a / 1 ROOF DRAINS TO BE 6" SDR 35 PVC. �( AND/OR Z a C4 w w a Q `-' �m , 04 E' o I _ .02 I UTILIZE EX. SAN. LATERAL I I _ I I 'i,S - STOOP&DOOR v, , \� - - I _� n - 05 _, ,, �- "5 • (\ 6. ANY CARGO CONTAINERS TRAILERS SHALL BE REMOVED FROM THE 51TE AFTER F rz l I 8ENca CO �I i - I I ` , I /31\ - 617 70 j _ - INV. O (� o C11 `\41� �` ! /�1 _ - - - "� �II'; '? �� I CONSTRUCTION 18 COMPLETED. N i. PROJECT DESIGN WELL REQUIRE THE UPGRADE OF a �� VG 5DR_35or I _ (17 •7,0 38 LF, 6 P 1 _ - 1 EXPOSED 1 RpOF DRAIN 1 J 9 S . I . _ - _ -7� -A - 77, s _ t / M � � to. .38 _ - - FOUNDATION' CO �I 176 I I � - I , THE EXISTING 1 1/2 INCH METER TO A TWO INCH Q METER. OWNER TO CONTACT AND APPLY FORA tom+ ` TWO INCH METER WITH FCSA. UPON APPROVAL, W � r- � co � \ d• � � c0 r - 0 O co � � ao \ CO STQQP&DOOR ��O ACR�S - [ 12.Qo : j � � •° �- TIE tC� EXI�itING�IlDEWAL--Ik 67 _ 4 -� > � i % � � FCSA WILL PROVIDE THE METER AND WORK q 01 \\\ o N o 0 ,� \ � \ � \ x : , I - - J ?< I Q�I - �� : -I { o I V NECE55ARY TO REPLACE THE EXISTING METER �1 WITH THE NEW 2 INCH METER NO REVI5ION5 WILL I NECE56ARY TO THE METER VAULT. J %•s �� I I } - - - `I- --- { slo1� - I ONE STORY p - -I- - ' - - . -, ,, BE Ck-O I 8. PROJECT DESIGN WILL REQUIRE THE INSTALLATION ` OF A NEW I INCH METER SERVICE INTO BUILDING 3. T OF j COGQ EXISTING _ I c� -+ SF AaplilON m == CONCRETE BUILDING p,UILDING o. I II� _ - _' I- - G - - a [[ I FCSA WILL PROVIDE THE MATERIALS AND LABOR ,, _ FOR INSTALLTION OF THE NEW SERVICE FROM THE f Q I SECURITY DRIVE 25�45 I f _ - X J1 , = 68090 TO ;' }677 _ - - -I h FF. 9 1��77.37 1 Ifi7 4� - c R LINE, THROUGH t0 THE METER. RA DY L PLER •94 / �r!SiiNCa co MA TGN E - - - -{- - ` - Ap (. - l . , - `' i CONTRACTOR WIL THE METER AND [� EXTEND INTO THE BUILDING. "d Lic. No. 32809 Ord `� J{- _ y /2-1 I . t 25,345 TO i ►1 ` - - -_ -) - - - - C6 I c, v�i > I 2 ^, -- � _AA / FF. = 680g� ING ! SID I -- - 1 1 { _ - (l / MprtGN EXIS _ _ - - d I I �1 - -- - o : > I1 I `° ° I m I ` s`SI � 0 1, -- - i � W i n COo rn �E 1 ` _ _ _._. _I_ - -- - ~Z3U TO EX_\ ,.c' I EXPOSED STOOP&DOOR 6�� -' 67 •D3 / I Cw AIL__ RB I _ -- - ,. o �-�! I I _ \ FOUNDATION I I St,�IRS-5 TREADS CO / J (DESIGN BY ' THER5)- II} 676.81 I ?, �90 STAIRS AND RAMP WITH RAIL / _ - - - _ - - _ USE $DR 35 PVC AND TIE TO EX. LOADING DOCK ✓ /1 np � 4 \ I USE SAN. WYE CONNECTIONS STOOP&DOOR ALL PROPOSED BUILDING (DESIGN BY OTHERS) / OTHERS) 8 0 TI t0 EX(OTING $IDEWALI� _ - - s II II (� 1 Z FOR ALL PROPOSED ROOF EXPANSIONS SHOWN HERE E51GN (BY ° 768 _ 1 � DOORS 3. AT 6 DECK D � � - T r D P I) II I Z I III H y - _ DRAINS TYING INTO EXISTING t0 UTILIZE EX. WATER OVERHEAD 80 Bu►LpING piT10N�' ° 77.as� I V --�-__ ROOF DRAIN SYSTEM. SERVICE AND FIRE DOCK AREA 'lg� / 3,831 `wl AD - -� - FH �, CO 9.90 @ (OADING = 6S(pg0 7J8 \ }. < R 67 1 � - - E TO i „ l II 15TING _ - -( f, I �I !� p w O �' - I �_� ; �.,, LINE GONNEGtION. , F - DOOR FF. �TINCs � ( - _ EX. ROOF LEADER q a A?Gib U - ' EXPOSED _ �5.42 RAMP- /o a slope MAT D ( 4 j FOUND ION INV.- 6 DOOR ° lg g EX. �f - j l 1 .31 _ J� : I � I ✓d vI I !I U H 0 `J _ 1 $ ° 0OC9 - 1 E C NC 1 -- 676. 4 CG-6_�,� INV.= 675.13 X. FIRE DEPARTMENT CONNECTION d LO�pIN� LP REM =0 + J FENCE W/ GATE a `- S L GHT J \ 6 36 REMOVED WH RE '�l'1p I 82 m 30 15 0 30 60 J� .� o - !y r = OOR p o o .-- 4 ,.,,, ,� 77.21 INV.= 6l� (DESIGN BY OTHERS) WM DOOR I a / °.�. --- o p 1NV 1N\ _ 7 04 NECE56AR� °° 23ge sl e OR o ° r a I I -•- �" ® AREA. 8ID )r� S/ / 76. (NIT _ i�- ti PTO E.�� 1' ° °.I I OADING 7 •, j - ll/ TItO \ - I 82 O J D /17 "4G 'STORM DR.4ll�. I 11 " I� Z V♦ ry Q 1 FENC ,,.®®A'°" /N LDAOING 5 SIf�1x4(lALK i it i9 N SID $ ds o MISG o I V +` , •d" AREA ° e 6 7 a8 �� 4L \� ST x �. O10 Q f 1 o EQUIPMENT ..�� / `SIDEIALK ,� .;` 8 •_ •c1 ET ` rc c� a/ . 675,. NG -- i'10 ! 62 :: D� r - ITV L. Tlt` TO EXISTING CURB----�•--- t -� ., PAxIOBQ RNA _,SA 6. €T) _ \ TREE I 2' - - UTIL \ �- o '. ESMT. SCALE: 1 = 30' 895 PG 10 `I I� w Z ~ _ �-7 E-i `� e r 6 2 __ JIB - �� NERgTOR BUILDING ` GQ e % e a . / s. E E � A . g�L1ARDS � a °. REMOVE Eke. � � ' _ -�- 76.2s � �` Ca O f -AT RADE / / SIDEWALK/ D(�1PSTER k" d 676. - i -��` T �/r-.-. � pTH S) TIE FENCE o / . % 21 �Lo�-)= J / LOCATE 7� �15 FENCF✓G�TE i_ s COADI G BAYS p ! a. / N ENCLOSURE , r / WVLT r. a 3:11 SLOPE ! 1 I y I ICiATI N ALVE j SIN n 0 -�;� 0 SSMH ` E;(• . - C-` TOR = 5 ` / 4 „ RCP '[ - TM 64-A-159E EFG, LLC � � ~ G W �' W O U) U U) 1 a / % DEMOLISH L \ i _ .j °a o H ° Rk FO . FO -- f /; I FO 1FO/ �. `' FO F 5 CON S/k1� - - �` �T `� �(yCE FO--°--/-- CO GROVE 4 1 a PMAINT. BL47G� I-� [ [ O 1� E4DE ,. ON 7ilON� �� - -- -- - o -= ,o F / ° e RLMO' 'E \'`- G X G DE 9,� --/ a pA MJVT l REMOVE EX a TREE GQ (5EE/D 41L tl�f9 �IEE�)� RELO�ATE SI� \ fix. ROPLEADEI� � 1 y Xf �k1-!• I- J a / • � / C ' TIN GUR5,A_ 4 ,- I .�N = 67_ / / � T = G%'S.1 /l / I C�4! EX. D( =-� - \ o �'' TOP / -_- _ /� / - I [ 040003382 INST.# ZONE: B2 681.95 �I II USE: VACANT = 6, �' � V (� Z M Y.1 U� �If3 - --'SIDEWALK �j \- l - - - -� -- lv�-- 4. �,i..-, .- - - -. a ..... �_ _ _ REMOv TREES RE OGATE / FH _ \ 12 /. -' e -- -- - /- ° -- t�--- - -� - -= - -/- _ . - -�, CG- TO BE L I I I /I I EX �xAT a. e -- -- - w _ t I T \ I I / 7 I / � I (SEE NOTE 3) 677. 3 6 .96 \ a / 0 / ° - -- i _tip'` 1 a L'I fNl�lCrt WALL i4ND- �' - _` 7 C�ar6 T Bk� I -- w / UI ING P_ATI - - ___ -G-f- G- - C�- REM VED WH RE j 6 8.60 ii�EMOVED WHERE EX. a / - -` t' I [ I /i NEC_ E'6SARY 1 RAMP-S��qo slope 676.5 I PROF' FIRE �+DRAN. d / - 1dN BY O.� ERS) / 1A 7 .os VN IN POLE 1 ` OUT { o r, �9 � - T = 675. W � Q ,_ , W 3: 1L W W Q w W Z � = _ _ _ , . MODIFIED CG- -' / NECESSARY / -T� c - - - _A - %_ G- a ° I I / I I { `�- ,� _ = E - _ - -- - - - - 2-CURB - -' N = 664.22 ..TAP BY FC is \ 2� 4eMIE...5 a ° . a ° i � .' f \ ._ GUt 'INV OU - I a- b�_. CGf6� ia. ( Jtc I - `b L rc AtCH G - =Y 1 I I ,� E-� G� - -L -L- J-' - - - -LP - '" - - - ~- - -- _ _ - - _ - - - _ _ P'= - - _ -' _��= -�=�-- - -cam- = _ _ -' -- / ~ACR_QD •' '\ c_--µ �.T /` �- -`-__,__-��- -`�= ��-��==-i=!!t/?f'1--66\� / _. / e _ SCV _ - _ �,t {}U•T_� 5. EXISTING SCREEN BERM y ✓ / -' JUNIPER SHRUBS (MANY DEAD / PAT(© AREA ROOF DRAIN AND WATERLINE DETAIL --SCALEII"=30Fcl) OUTSIDE CAN WASH I I - 1 1 OR DYING)11A_ y - n -- a _\ _ _ EX. LI F T T� / �-/ / MEt "CSEE NOtE H15 4 EEt). - _ _'°"`-ERi571NCs _ -wt.- _f. _ _ „ - _ _ _ _ - - - -• ;: ,� - - - -- - - - - -- _ _ _ _ _ -' -BE OVED� ✓ �' -- _-'CREtN'81ER1'°t - � I / 1 �; O \ I �-. -' 1 ZONE-5HOUN' ,� � 1.- r ,.- - - - - � i3"Tl �•6"'- E` "1'5613-;�cg=- -- -- _......._ -FOR REFS= _ NLY (TYP.) / J ,. _ _ -- - - ~ __ __ '` LOGAt10T�1 .� � j/ / J J J J r'ZONI* 01ri1DE LINES - "- -, - - - _._ - - - - - - --- --.. - _ - .• r � `� ` / \' ! �`- � I I � l � ��`� I-45° BEND 20' OF 10" SD 35 �� a 11 P�IG�IM PIPING INV. OF 10" a E INV. = 611.00 ' \, `� FOUNDATION = i 10"ROOF DRAIN ds ° 611.21 TAP AND SERVICE ds 10' OF `-5DR�35�THRU METER 5t FC5A / DATE: 6/29/07 TM 64-A-159H PVC STM PIP e I"- IUAT- LI - cis ds SCALE: 1" = 30' EFG, LC INST.#030027882 1-_ `-- _ - -' � `�� _ a ° > »Y1y CZ�NECfiIZ3N--- 1 J -1 DESIGNED BY: WRS/SBW \ M 1 & B2 1�i I � 110" 1iHRl1 i I 1 '1I"x2" ZONE: USE: VACANT x 41" 1 FG I IFO I Ep�l� f F �� FILE NO. 3015LA r1-45°I BEND a 36 F, 2" CTS POLYTHYLENE I" WATP4 METER SHEET 4 OF 9 \ TUBING INTO ILDING (3' B.O.C. OFFSET) (ME R PROVIDED -- NAVY FEDERAL CREDIT UNION SATELLITE PARKING (33(o SPACES) DESIGN UNDER SEPARATE PLAN (WE5TVIEW U51KIE55 CE THE LOT 10) TM 64-11-12 LOT 12 WESTVIEW BUSINESS CENTRE NAVY FEDERAL CREDIT UNION INSTRUMENT # 07001486J 4.1916 ACRES ZONE. MI USE. VACANT T.M. 64-11-13 SAI PROPERTIES, LLC INST. No. 030024440 ZONE. M 1 USE.- OFFICE �- �RITY DR - --- \� IVE --`""CG 5 5 03en23422 -- o rG7 �I — (L�� n FF .- 680.90 @ MAIN ENTRANC _1 I � .0 ❑ EyiSTING ONE STORY 120 - — CONCRETE BUILDING _ 141 SECURITY DRIVE P,UILDING "I � - ITION 24 25,345 eF ADD O 050. l _ MArtcN EXIgiINCi cl rn ---1 679 90 @LOADING DOCK AREA FF = \1 ,\ \, 1\ • 1 1, 1 1 ro o 2.01 ; li m N gUILDINC� "2 25,345 � ADDITION IFF. _ 650 30 To MATGN E%!STING SICsN(p'Y OTNEFzS) --- I-- - --- PATIO DEC $p� DING 03 ADDITION — 3F31 5F� d FF, = toSOXlO NG - � MATGNE JIL A 25.4' 4v UTIL17Y BUILDING TOR ° r p' d ° ° d GENE S) 1 0 /� d / I � >I ►- --�- —t— --�— -1-- �--i d od od i' ti - --- °d ° d �� I 1 /f0\I I I I I I I o d 26 � I-- T-=l ----r- _-f- T .T_ T_ i--1 __T" —I_ °© d d 1 1 1 /12 \1 1 1 1 1 1 I I lI /� d °d o° W 9' 2' CURB ` (TYP.) GUT IS cli -- M1 ZONE B2 ZONE -` CG 6 A' ,ACTIVE. 5UFFER CG g _ 5 l9 �9 � L�-=-�.� � J— L—I � R=.0, l; i JUNIPER SHRUBS (MANY DEAD OR DYING) - -- -- -- -- - 375.8' TM 64-A-159H EFG, LC INST IOJ0027882 ZONE M 1 & B2 USE. VACANT i 16.9' TM 64-A-159N BRADDOCK�STRE000006824 ROpERTIES, LLC ZONE. M 1 USE. OFFICE �I I i I NOTES: I. ALL CURS RADII IS 5' UNLESS LABELED OTHERWISE. 2. ALL DIMENSIONS WHERE APPROPRIATE ARE MEASUF TO BACK OF CURB. TM 64-A-159E EFG, LLC INST.#040003382 ZONE. B2 USE: VACANT 30 15 0 30 60 SCALE: 1 " = 30' a z W W Z z WCQ o Lo a t � c ' ��10 U Z to �.N� W�� CL,�� UJ U Lo .r E-4 aW co Y) w H z c w z w w z U � � O U O a o z a d x a a \ a w z a. a a ulN a W a z a4 a a a W P4 w A a a 5ul W W cW a, � O O 00 O O O O O O Q' O O -A 4 O •-� co cc) cc) rn O 0 0 p 0 O O— O woo T OF j, O� N Y L KE LER Lic. No. 32809 SIONAL w m z wQ U r E-1 E-4 ClJ ) 0 i `—' E--q Co > O cl) 0 Q w�� z 0 V♦Lu w U) E M CC V < U �Y W W W w Q O W ZU. W w 9 > 4c w DATE: 6/29/07 SCALE: 1" = 30' DESIGNED BY: WRS/ FILE NO. 3015LA SHEET 4A OF 9 0'7-069 NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAH BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase course, provided a minimum depth of 7" is maintained. COMBINATION 6" REVERSE CURB & GUTTER McGRAMEDISON® DESCRIPTION Gallerie's beauty and versatility make it an excellent choice for roadway and general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Galleria a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Gallerie's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES A ... Housing C ... Ballast E ... Door Formed aluminum housing with Long -life core and coil ballast. Formed aluminum door has stamped reveal has interior -welded heavy-duty hinges, captive seams for structural integrity and D Reflector retaining screws and is finished in is finished in premium TGIC ... Spun and stamped aluminum premium TGIC polyester powder polyester powder coat. U.L. listed reflector in vertical lamp units, or coat. (Spider mount unit has steel and CSA certified for wet locations. hydroformed anodized aluminum door.) B ... Ballast Tray reflector in horizontal lamp units. F ... Lang Ballast tray is hard -mounted to Rotatable optics standard. flat housinginterior for cooler g lass, operation. PLA e ' FCO COMPLIANT In all flat glass configurations. Powtrtd by E=COiV- technDlogy DIMENSIONS Arm Mount Spider Moues WATTAGE TABLE Fixture Size Wattage GSS 70W-175W GSM 17EW-100DW GSL 40cw-1000W FIXTURE A B c D E F GSS (in.) 9114 112 1278 155'8 6org 31/4 (mm) 235 38 327 397 152or229 337 GSM (in.) 11 312 19 1/4 21 314 6 or 14 16 or 16 (mm) 279 89 480 552 152or356 381or406 GSL (in.) 1412 41/4 257E 27 fief 14 183/4or193/4 (mm) 368 108 657 686 152or356 476or502 Lighting Specifications and Dimensions subject to change without notice. Consult your representative br edditionel options and finishes. www.cooper(Ighdng.com GSS/GSM/GSL GALLERIA SQUARE 70-I OOOW Metal Halide Pulse Start Metal Halide High Pressure Sodium ARCHITECTURAL AREA LUMINAIRE ENERGY DATA CWA Ballast Input Watts 150W MH HPF (210 Watts) 175W MH HPF (21D Watts) 175W MH HPF (210 Watts) 25OW MH HPF f296 Watts) 26OW HPS HPF (300 WattW 40OW MH HPF (455 Watts) 40OW HPS HPF (465 Watts) 1000W MH HPF OM Watts) 10DOW HPS HPF 0100 Watts) EPA Effective Projected Area: (Sq. Ft.l [Without Arm] GSS: 1.2 GSM: 2.4 GSL• 3.9 [With Arm] GSS: 1.7 GSM: 3.02 GSL 4.90 (Spider Mount] GSS:1.04 GSM; 2.22 GSL 3.7 SHIPPING DATA Approximate Not Weight:_ 38 tbs. (16 kgs.) 79lbs. (36 kgs.) 88lbs. (40 kgs.) • - ADH060609 04/27/2007 8:03:47 AM NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALI. BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4. 1 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE l7(CEEDED STANDARD CC--7 IS REQUIRED. e b � s ° e D ° b b e D° D b ° e e b D ° ° e e eD D e ° b e b b b e b . D e _ I This area may be concrete The bottom of the curb and gutter may be constructed Parallel to the slope of :subbase courses provided a minimum depth of 7' is maintained. SREFEFERENCEERENCEN COMBINATION 6" CURB & GUTTER REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.031 GSS / GSM / GSL GALLERIA SQUARE ORDERING INFORMATION Sample Number. GSM-AM-400•MH-MT3VSG•BK-L GSL I AIR 11 400 1 277 3F FIG BZ C Product Family Lamp " Lamp Type Distribution Color w Accessories J1 GSS: Gallons Square Wattago MH° Metal Halide Hodaantel Ap= Grey GSM-EXTHS: External House Side Shield. 224 EPA, Small 70.70W NIP: Pulse Start Metal 1 P Type I Formed+, BZ- B!OrIZe 094EXTN8' F_aorrl House Side Shield -T.46 EPA GSM: Galleria Square 100' 100W Halide (CWA) 2P= Type 11 Formed BK' Black MA1004Xxr 14' Armfor Squareloole. 1DEPA25 Medium t5o: 1sow HPS= High Pressure 11 to 2S-Type Segmented yyHrlNhRe MA1008XXc 8' An for Square Pde. 0.5 EPA2s GSL- Galleria Square 175:175W Sodium 3F T III Formed Type OP' Dark Platinum MA1008XX• Direct Morns IQ for Square Pdeas Large 250- 25OW MPE= ECON a Electronic 3S- Type III mented's � GM' Graphite Metallic MA1007xXr 1 Arm far Routs Pole. 1.0 EPA26 Mounting Method 320' 32OWa Powered Pulse 41S- Type IV Segmented" * EPAr$ MA1008XXn D'AmMo Round Pole. AM: Arm Mounts 350'35OWe Start Metal BSr Type V Segmented 1e Option, at Round MA1008XXr gnash Mount lot for Round Palate AIR- Arm Included fors 400- 40OW7 Halide FT- Forward Throw F- Single Fuse (120, 277 or MA1021)(X' 6' Arm for Squam Palo. D.5 EPA% Round Pole a 460 :45OW MPDr ECON a, to : Spill Light Ellminators 7 SL W 19 347V) MA1022XX' S'Arm for Round Pole. O.SEPA7 AIS' Arm Included fors 750-750We Dimmable Electronic CA; Cutoff Asymetflc FF Fuse (208, 240 or MAio23XX' 9-Arm for Square pots, EPA+ Square Pole IOoo'1000Wa Powered with EHS 480V) 48OV) 5 MA1a24XXr B'Arn for Routs Pole. 0.5 EPA, SM7-Spider Mounts Pulse Start WrIlcel EM-QuartzRestrikew/Delay MA1029XXrWall Move Bracket wish10"Arm (2 3/8" OD Metal AR* Area Round (Hot Restrike Only) PAA104OXXI Wall Mount BrackaM Tenon) H21de w Quartz Restrike (Hot restrike MA1208XX: 111/7' Ann and Round Pole Adapler. 0.8 SM2°Spider Mount (3" AS: Area Square arty) EPA OD Tenon) Voltage ss 3V- Type III Vertical Rr NEMA Twlstlock OAIOBBXXr Mart Arm Adapter SM3: Spider Mount4 120.120V RW- RectangularWide's PhotocontnolReceptacle MAtoloXXrSkgl-M1T&nanAdepterfor31r2'O.D. (3 OD 208' 208V Hg= House Side Shletdu Tenon Tenonnon ) 240.240V Lens Type EHS° External Adjustable MA107 tXXr 2®180'Tenon Adapter hx312'O.D. Tenon 277: 277V Fe• Flat Glassta House Side Shield MA1012YXr 3@I20' Tenon Adeplretor312'O.D. 480-.480V SG= Sag Glass VS- Vandal SNetdz, Tenon IV1T= Multi-Tap12 L-Lamp Included MA1013XXr 4@90• Torn Adapterfor312"O.D. reran Triple-Tapt2 MAI 014XX' 2@90• Tenon Adapter for 312' OD. GT' 5 5-Tapes 5-TIP Teran E1:aDIC11 r MA1016XXr 2@120.TenAdapterfor312.O.D. Twhon 120.277V MA1 Ot exX° 3@90• Tenon Adaper for 312" O.D. E2- Electronic Tenon 200-277V MAI ol7xxr Single- I- Adopter for 2 3/8' O.D. Tenon MAI OI RX t: 2@180. Teron Adarxar for 2 318. O.D. I- MA1010XX= 3@120' Tenon Adapter for 2 3A- 0.0. Toren fAA1046XXr 4@90• Tenon Adapter for 2 31V O D. To- MAI04aXX: 2@W Tanon Adapter for 2 3/8' O.D. Tern MA1048XX: 3@90' I- Adapter for 2 3/8' O.D. Tenon MAI Oeo: House Side Shield for GSS (Fleld Instolled)zs MAI 061. House Sid. Shield for GSM(Fiald26 MAI oe2r House Side Shield for GSL (Field Installed)2e OAIRA1010, NEMA Twbtlock Pbotoconeol - MAI-Top OAIRA1027: NEMA Twlsllock Photomnuol - 480V Notes: 1 Ara not Incuded. See Aaessorles. 2 Arm length varies based on houdng size: 9' for GSS, 11-12' for GSM and 14' for GSL 3 Available on GSS housing only. 4 Available on GSL housing only. B Medium -base lamp for GSS housing. Mogul -base lamp on GSM and GSL housings. S Only available in 400,450, and 75OW Pulse Start Metal Halide for vertloel mount only 7 Requires reduced envelope ED-28 lamp when used with GSM housingand flat glass vertically sampan optics. 8 Requires reduced analog, BT-37 imp when used with GSM housing. 8 Only available In 260-400W Pulse Start Motel Halide for vertical mount only. 10 Provides 0.1DV OC low voltage, leads IY e g a In dimming control 11 s used d n r o. 9 Product o utl also available in non -US voltages and 60Hzf r International mirk t oetc. consult 9N ravailabilityrid erin Information. 12 e lendium Muni -Tap ballast is 120 p 2082402T1V wired 277V. Tripb-Tap ballast is 120277r347V wired 347V. 136Tap ballast is 120200824gr177/48aV wired 480V. Only available le In 0. .a ln400-t000W. 14260W only. 16 Medium housing fixture only. 16 Maximum wattage on segmented optical distributions is 400W. 40OW Metal Hallde lamp must use reduced envelope ED-28 lamp. Nor available In GSL housing. 17 Must use reduced envelopelamp,nale itabiein GSLhmsing, 18 RW optic not available with get glass. 191000WGSL with flat glass requires BT-37 lamp and is not available in AS, RW,SL or3V distribution. 20 Otherfinleh colorsavailable, including a full line of RALcolormatch- Consult your Cooper Ughting Representative, 21 Addsecuffixlnthe order.hown. 22 House side shield available on 2F, 3F, FT, 2S, 3S, 4S distribusiona only, and all vertically tamped distributions when combined with wg glees. 23 Am mount only, 400W Maximum. 24 Order separately, replace XX with color suffer. 25 Available on GSM and GSL housing% only. 26 Compatible with sag lens vertical optics only. Lighting Specifications and Dimensions subiect to change without notice. ADHOS0509 www.coopedighdng.com McGraw-Edleon • Customer First Center a 1121 Highway 74 South • Peachtree City, GA 30269 a TEL 770.486MM a FAX 770A88.4801 04/27/2007 8:0147 AM 4" REINFORCED CONCRETE (WITH WWF) - 3000 PSI 4" SUBBASE (21-A STONE) 11 WIDTH VARIES SEE SITE PLAN 114" = 1' o d e a 4" ` d a d � c e COMPACTED 5U5GR4DE (95io DENSITY) CONCFRETE 511)EUJ,4LK E)ET,41L lN0 O S LE) GOf1GS(U CC-12 PERMISSIBLE � CONSTRUCTION , it DOWELS, 8" LONG JOINT 4, 0, ei 12" C-C 4 �a� MIN. as Z 8' 1 1 •1 ON5ITE T''FIGAL fi AVEi TENT SECTION NOT TO SCALE LIGHT F AVEi" iENT SECTION sip.•s�4.•s•4.•s.4.•s•4.•s•4.•s•4.•s,4: 6.4. a.4: sl PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. B 01 MAX L 0 MAX 8 TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS BACK OF CURB 12'1 MAX. 48:1 MAX. 20: 1 SECTION A -A -2' MIN.. --I PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. A C SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA `1 J V) V) 0 INSERTABLE SHEET A59 ALTERATIONS =J Q 0 =0 U CROSSWALK %, nUD3VVMLr1 ' [I qTYPICAL PLACEMENT CROSSWALK TYPICIAIL PLAICIEMENT. AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH 13UFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 SPECREFERENCE IFICATION CG-12 DETECTABLE WARNING SURFACE 105 TYPE A. (PERPENDICULAR) APPLICATION NEW 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION - 203.05A NOTES: CONTRACTOR SHALL FIELD TEST DEPTHS OF THE GRAVITY AND FORCE MAIN S ER UNDER THE F �FE D EE E FC RM E G AN GRAR� Y SE ON AUCTTHE PF OP S TD GRADE ELEVATPREE FEET TION, OVER 15 ENGINEER SHOULD BE CONTACTED IMMEDIATELY WITH THE INFORMATION FOUND FOR A DETERMINATION ON HOW TO REDESIGN" FOR CONTRACT PURPOSES, CONTRACTOR SHOULD ASSUME THAT THERE WILL BE NO REQUIRED RELOCATION OF EITHER THE FORCE MAIN OR GRAVITY SEWER LINE. OWNER WILL ADDRESS IF NEEDED BY CHANGE ORDER 665665 ... fiII: PROPOSED... POND "A" REGRADE XISTiNG RADEE /• _/ t1 III:'I 666550660 655 / // PS ACCESS ROAD 650 / ! A ! / / ' 650 i 0XL / 645 P / i i P � 645 � I A i i t � i V 640 i _._._ �_... 640 _ .__-- _ _ _ i _ O I t`n- Q i 0 �-La 635 ..----- -- - i r ____ 1- � .-_. - N !11 � � It W Z Co W u ';u VIs tr tit tr -_ O _. Z.Z _,.. rV14 Z 1 h u Z > 630 _6l ca w ... 0 w i_ __ ( m N Z W W 630 L_-_ __ __-._-_ __.___�-L-__-__- __+ ____L_ ____-. _.------- ._ 9+50 10+00 104-50 11 +00 11+50 12 +00 12+50 13+00 13+50 14+00 EXISTING SANITARY PROFILE ADJACENT TO POND "A" L7a to 50 25 0 50 100 SCALE: 1 " = 50' a Z W W Z Z Wo Ln C\2>111111111 C CC G aU Cat CO U G3 :t a � Cp tiD Z �+ r7 x .d- I C\J to (\2 c co W W C1-4 U a. Ln ttD to .--I E- 4 t` ^ t-r I~ O O r4 W U] t=4 W W � U � W 0 Z a 'd C5 O 0 x a W ¢ a z C\2 a E_ CL4 00 W M a OF RA Y L, &LER v Lic. No. 32809 �ssIONAL ��~ W Hrr---� (D >N1 i-u-H Z I--1 W O r 0 F-i NN F� Z CJ) E r O i-� +i w W Z E- Z 0 W W E U w U�IIIX W F-1 W {ry, F 24 -I EE- w r W H � ` / Fsi Z O z WF� Ln II v LLJ J cn DATE: 6/29/07 SCALE: AS NOTED DESIGNED BY: WRS/SBW FILE NO. 3015 LA SHEET 7 OF 9 0'7-069 GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, ..,a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which- occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County prior to issuance of. grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protec;.::d in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 FCSA CONSTRUCTION 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 ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S 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 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 ALL 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 & 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; AND 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 ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. 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. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a 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. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. 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 design can be determined by the engineer and approved by VDOT. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. 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. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-wety shall meet VDOT minimum design standards and is the developer's responsibility. VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 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 discretion, by VDOT on an account receivable basis. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. FIRE MARSHALL 9S NOTE Fire lane markings and signa e Any. "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. RNA APPRO D BY THE ZONING ADMINISTRATOR P % AI -`1?_0 SIGNATURE . DATE SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL. TRIP CENERA TION .DATA CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD 770 I B PASS I 50,690.4 I N/A I 12.76/1',000 S:FJ 647 SHEET INDEX I COVER SWEET lA KEY MAP 2 SITE PLAN 3 SITE PLAN 4 GRADING PLAN 5 GRADING PLAN ro EROSION 4 SEDIMENT CONTROL PLAN 1 PROFILES a ROAD PLAN 4 PROFILE 9 LANDSCAPING PLAN 10 DETAIL SHEET 11 DETAIL SWEET 12 DETAIL SWEET TOTAL 1 647 EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER - PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE - _ _.-.._....__ _. _ 332 - - - -- - --- -- 330 ---- -•-... ^- 40 EX E/P PROP E/P EX C4G - �- -- CITY OF PROP C4G WINCHE5TER CG-(O TRANS. CG-6R EXISTING STORM SEWER EX, 15" RCP 15" RCP PROPOSED STORM SEWER EXISTING :SANITARY SEWER PROPOSED SANITARY SEWER EXISTING (ELECTRIC SERVICE (' PROPOSED ELECTRIC SERVICE �ra EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOWLINE .®. ».®.® ».�.....®...®......." »._.. EXISTING FENCELINE - --n --X X X o' 14 X X X EXISTING POWER POLE Q EXISTING TELEPHONE POLE �J EXISTING 'WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER STOP SIGIN HANDICAP` RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AN%0R JURISDICTIONAL STANDARD MP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP' PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE - CENTERUINE - EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE F X 125 15" OAK 15" PINE OAK INE PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. VICINITY MAP SCALE 1"= 2000' R►� REVISED Z .INIAL. SITE- F'i_,AN APPROVED LU r AT,,: i W Z WCQ a ,n 0 Cc) N � 'p a to N co �7j a I Z x 0 WESTVIEW BUSINESS n I CENTRE oe s LL Winches Airport UJ' - ---Vlctory Lane O SITE W ~ Independence Drive UJ w o 00 tU U PROJrECT INFORMA TION � UJ w W O PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 1595 F.A.R. CALCULATIONS: I1 W_ V STREET ADDRESS: 1L PROVIDED: TOTAL AREA: 12.000 ACRES 1.* AC. 1BLDGJI2 AC. = 0.10 Hi N PROJECT AREA: 12,000 ACRES DISTURBED AREA: 11.5 ACRES GROSS FLOOR AREA: 50,690 Sr-. CURRENT ZONING: M-1 CURRENT USE: VACANT SIGNS: PLACED ON BUILDING _ PROPOSED ZONING: M-1 9 -- OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE PROPOSED USE: SIC E COD = 13-14 9 0 DOWNCAST OR SHIELDED TO Q DATA PROCESSING CENTER PREVENT GLARE ON ADJOINING BUILDING SETBACKS: REQUIRED PROVIDED PROPERTIES OR PUBLIC RA.UJ.'S PONT: 15' (ALONG R/UJ) ll,®' OUTDOOR STORAGE: NONE PROPOSED `_-)IDE: 25, 296.9' BUILDING HEIGHT MAXIMUM = 60' PARKING SETBACKS: PROP. HEIGHT = 20B FR,)1 IT: 25" 25.0' 5' 26' LANDSCAPE CALCULATIONS R'c ,R: 5' 41' INTERIOR REQUIRED: I SHADE TREE PER 10 SPACES PARKING CALCULATIONS 264 SPACES/10 SPACES = 21 TREES --- GREEN AREA = r2% OF PARKING LOT REQUIRED: PARKING AREA = 106,86 0 OFFICE: 15PACE/250 SF 511., OF PARKING LOT = 5,343* S A S 50,690 SF/250 SF = 203 P CE INTERIOR PROVIDED: TOTAL REQUIRED = 203 5FACES 25 SHADE TREES a: GREEN AREA = 6,144.5* W HANDICAP SPACES PERIMETER REQUIRED: 10M PER ADA = i SPACES 1 SHADE TREE PER 40' OF PARKING LOT O r, (I VAN ACCESSIBLE) PERIMETER = 1,680'/40' = 41 TREES SPACES PROVIDED: PERIMETER REQUIRED 41 TREES W O Z 264 SPACES INCLUDING 1 N.G. PERIMETER PROVIDED: a 4-1 SHADE TREES 04 0 3' EVERGREEN HEDGE ON- R.O.W. W E- NOTES: E-+ W Z � 1. SITE PLAN APPROVAL 15 FOR PRIMARY BUILDING. CATEGORY B BUFFER: W FUTURE ADDITIONS WILL REQUIRE COUNTY APPROVAL. FULL SCREEN PER CHAPTER 165-31 Im U CO N (ADDED 3-13-1996) Q 2 EVERGREEN TREES PER 8' REQUIRED 0 is �D 510' CATEGORY B BUFFER = P', I: , W Ww O 65 EVERGREENS REQUIRED (sa ;Z, Z 65 EVERGREENS PROPOSED O 1.-" Z INSPECTIONS DEPARTMENT NOTE: U � I. BUILDING SHALL COMPLY WITH THE VIRC�INIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304.0 USE GROUP B (BUSINESS), 311.0 USE GROUP S (STORAGE) AND 313.0 MIX USES OF THE BOCA NATIONAL BUILDING CODE 1996. OTHER CODES THAT APPLY ARE CABO/ANSI AlITI-I992. W Q W 2. ALL REQUIRED EGRESS FROM THE BUILIDING SHALL COMPLY WITH A.DA. 3. USE GROUP B, G CONSTRUCTION TYPE 2C. RU FREDERICK COUNTY COVER SHEET cis I Z. 2 tuu l IRK, OF PLANNINGIDEVELOPMENT Project Name: /� I I j� °�" Project Number: 5 E3 T CAFTWRE CA�E I E 301E7 1 Magisterial District: Date of Plan: (Month, Day, Year) 5�4AI JNEE DISTRICT MAY 31, 2001 Owner: Address, Including Zip Code & Telephone No. 1001 BULLIT STREET BRANCH E3ANK 4 TRUST CHARLESTON, WV 25301 (304)-353 -1895 Developer: Address, Including Zip Code & Telephone No. 1945 MILLWOOD PIKE FERRY ENGINEERING WINCHESTER, VA 22602 (540) 66'T -4310 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 is 1N DATE: MAY 2001 DESIGNED BY: M55 CHECKED BY: MSS JOB NO. 3015 SHEET I OF 12 3 Q 0 O C11 lD f�7 O_ C\I 7 N ra 3 O E Y Lf� 0 m / m c L CU CU c Q, c w CD L c a� U ro ro 0 3 N .r, U, 3 In 0 m rn a 0 / X /� 'r,11y12-1! )r )N\ X ..._...-___.-......___-_ ````• ~`` 1\\ \`\ � �� l I if / J 11 l \ �''� �� ui i \/t A ..,' `/{,Jr J/` /�"-• �'►-\\ \�\ /' / !+l / i �\ f\ { ' \\\ '� �--_--'"'^r_I ~, '``-_ -_' ~ `` •.•' "'. ,�. 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J ` , ,I \,� , ` , e3•n :-� _. _.} DIVERSION / \ f/ I i - r� 3_I3/ sT -, _�� , sEDIF�NT TRAP / ! U '"� / .� \ NO LAND DIStURBANCE / C = 05 (FUTURE) ALLOWED IN THIS AREA / I ' -- / \ �` ` '' - - j -�' `{ -1' 1 1- `-- ' 'r / W ev o CO � CO Ckl 33A f ® OUTLET PRDTEGTImN f { �- ! / / / r '` �- \ ' - - _ - ' p16 \ \ / CV Off' 310 / ECK DA 39 { \ ` --- I ' ' CO to 1co r` 33g r TP O—O-CSTREE PROTECTION ! '�. ...-••-' M _.--^ ,.e e 11 J / �� KIMITS OF OARING. ! GRADMG I DRAINAGE( DIVIDESLU f / ,�_... ...... _..._.I �.+ \ / '� \ \ I _ . - i \ / s. O Z� 0 j ! - , - ✓ �j l 1 CRITICAL SLOPE - CRITICAL( SLOPE TO BE, SEEDED, mxot- ED A ACKED j 1 WT'�IN 14 AYS AFTER START OF GRAD OR SODDER AND WITHIN `' t; / { \ \ -/J�! /- r { I " -� r -7 �_ ,� 1, ` `- ' i:... /' :r /` e} 1 14CC PAYS ,aFTER START, ;' / / r ` '" , _ = �` - ' .. ., "" '\ / 70e- Ile ✓ + / _`� _� f /�' J .b '� `-'-�t•--1 / I � - :_.fi .,�:a-w -�` 682 p \ rj _.--"` f � \\ t � 1 \ \! K •.. 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""^... \ \ \ , \ `� , 1 / l l t / /~ �w ` "..+.. \ / /' �` ~ -` -'_- '_ /4A6 --•.. ` \ ,.,, -.'•' ' - .-' ` ".., .-. 1 DEPARTMENT OF PUBLIC UJO,W$--SHALL LREYIE 4ND I I i � Q � w rw r0� Z -THE AP�PRt�bRE 1=1l�lQL aTORf ftziA?E7:? MANAGEMENT DESIGN AND 'j 1 ADEQUATE OUTFALL ANALYSIS PRIOR TO ISSUANCE OF � FINAL OCCUPANCY PERMIT. \ `C:6 0 { I \ Jf > W 0 cs \ `~` \ ^'y \ \ ^_ � lol- , 1 \ \ \ "•„ +.... 'ram / \ J / ' —• r . \ \ � f �j \ � \ \ `` �• ./ 1 l 30 1 0 30 60 \ �CA DATE: MAY 2001 I ` I SCALE: 1" - 50' DESIGNED BY: MSS i --- T"-E-RP510N-AND � D I ENT OL - NL* ,, \ J .= \ / � / � I JOB NO. 3015 -.'' _"- �,' / -..- _.+ _..._ -.'. " ram / '/ ✓ � / '/ / / � � •"' +. \ \ .� \ 1 S HEET 6 OF 12 m M 0 O 0i Q m 66 ZD 0 m 3 O L Q LC7 O m o� c L QJ QJ C C W L Q7 C QJ CJ r ro O 3 OJ U) CD O m LL. O D 0 Z W W Z C'3 Z Wcv O CV in ap CV : coL0 x �N Ql L1J O "t Lo h V) SA co F N 0 b w � U) E- U) E+ w z z 0 5 0 z d � o w O Q a x W A. o zz a a a o H d rn co a co� a Q w x co H �, .4 ,, E'' 0 w\ Q to t- 00 NLTg MICHAE S. ([STICK ; EMS �k 031 162 SSIONAL Im W ZT--� O W o E-+ W Ix E E. WO � � WO w Z W Q W C�8 DATE: MAY- 2001 SCALE: 1"=50' (HORZ.) 1"= 5' (VERT.) DESIGNED BY: MSS JOB NO. 3015 SHEET 7 OF 12 0 0 R, LC) 0 m m a 0 m CM CV O L Q Lf7 O m i c r, L Q) QJ C ti Q) C LL L N C QJ U m 3 a� r, 0 3 lf) 0 m U) Li 0 cr W W Z Z WC12 o ca ,n 00 (010 Z .-. �� x o , �c\j LoC\2 w b4-)� �0 w LO � '" ',2 a E. a) 0 w v) JYilL i No kls�,031162ONAL cr W O Z--1 WE- V� O E- w W w z x � U W O � � O � Z � a Q �D V � w 6 W In 171 DATE: MAY-2001 SCALE: 1"=50' (HORZ.) 1"= 5' (VERT.) 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E -/ ;G?O�i�j / \ / �'" ;�Z J \ / / 1, T I 77 DA 30 15 0 30 Rl DESIGNED BY: MSS _ �+ 7� / / / / \ f I ^ l'vs�-J I �4 3 I I �l _ SCALE: I - 30 JOB NO. 3015 / t SHEET 9 OF 12 BOTANICAL NAME / COMMON NAME SIZE (HEIGHTS QUAN REMARKS THUJA OGGIDEWL15 "NIGRA" DARK r - ` A i�'IG/AN 6 HT 65 8 1 OG t4 AB dITAE RM " �D 9JN�M IED MAPLE �"�GAL� 20 \ I CH ® ILLEX "GH�NA GIRL f CHINA GIRL 13' HT \ \ 226 3' OG HOLLY" / HOLLY PD PRlTNUS FLOWERING I GAL � '�DULGIS CHERRY j2 Flo RU...,BRa' -- ......._.- OAK �" GAL 15 MALE PLANTS TO BE MIXED IN FOR POLLI ATION X 3 Q CD 0 CV 0 M CU 0 m D C 0 a1 TD If 7 0 M i L aJ aJ Ul LU L CD n7 rn CD 3 a� 4� a 3 0 rrT rn a� LL. J0 0 XX Street approach some (radius to be as A surfacing as mainline -� roadway shown on plans) (Radius to be as C bination shown on plans \ Radial d gutter L J' curb and gutter (St'd. CG-6) e 1 Ia Optional Flow Line` — 1 Expansion Int A i Note: Width 'El" 2'-0" or as Mainline roadway shown on typical section. PLAN VIEW 6" Class A3 (H. Concrete Expansion Joint 71 Construct Grade changes with a parabolic curve. i�, e� T 1":1' , r SECTION C—C 10' Parabolic Curve Edge of shoulder or Optional Flow Line — 8% Max. Slope Change J D When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please Mainline Roadway note the following: 8% Max Slope Change D X X Mainline pavement shall be constructed D to the R/W line (except any subgrode 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A Radial combination sorb and guttertier shall not be constructed beyond the R/W line except for replacement purposes. When used in conjunction with standard Guidelines for Grade Change D CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the mountable curb configuration. Entrance Volume Desirable Maximum h (more than 1500 VPD 0 X High ( ) 3 % See Standard CG-12 for Curb Ramp design to be used with this Standard. Medium •500-1500 VPD) 3 % 6 % When the entrance radii cannot accommodate the turning requirements of anticipated heavy Low (less than 500 VPD) 6 X 8 % truck traffic, consideration should be given to Increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a Portion of gutter to preclude ponding of water. SPECIFICATION METHOD OF TREATMENT — CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 203.08 VIRGINIA DEPARTMENT OF TRANSPORTATION STONE/ / �:.v.;• 1-11=11-11-11-11=I!,�,.�r.�r•�r•�a�r.�rir�rir•�: _�<�<�i�a�•.h:�r.�c� :�s�<C��r�e' FIET r SIDE ELEVATION ate PAVEUENr �••• \ff _'0 SEOSEW OF 0009M NV Ecffw OPMTVN PLAN VIEW 12' Am ••r•••••'r•�•:�•••:�•••:.•:�•.•• Ac7On11Cm CMCRETE J `- OidIN SAIL£ SECTION B-B StXW EAD4 U bnm 198J MnO2ld Standards for Soi eromw and SeYewt Control and W. 91W Plbte J.02-1 I CROSSWALK o �• o :` b r� 5' MIN 3 , (1p'1 MAX (10:1 MAX) 'ERMISSIBLE CONSTRUCTION JOINT B 0 A TANGENT PLAN ® 7" WHERE STD. CG-3 OR CG-7 IS USED 8'-0" 4-0 STD. STD. CG-2 ® 6" 12.1MAX. 48:1 MAX. OR CG-6 20:1 ; .. . SECTION A —A # 5 DOWELS, 5" LONG ® 12" C-C PERMISSIBLE SLOPE 10:1 CONSTRUCTION JOINT MAXIMUM SECTION B-B oboYo 00 o LIMITS OF EXPOSED AGGREGATE SIDEWALK ® 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 USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR ( RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE rim,) T. rCAMr- ;inMLL r4V I L/II LLU A MAAIMVM )LVr'L Or 12: I. CROSSWALK) I I (CROSSWALK SLOPING GECONSTRUCTION F CUR TIONMP WI TH POURED BARS. WITH RAMP FLOOR OR BY USING PERM TYPICAL PLACEMENT TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION WITHIN CROSSWALK BE CLASS A-4. WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP I,WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/'2 CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE-IIN-PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND 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 DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SPECIFICATION REFERENCE 203.05 (ACCESS FOR MOBILITY IMPAIRMENTS) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION BLOCK & GRAVEL CURB INLET SEDIMEN71 FIL TER CURB INLET BLOCK' - WIRE SCREEN RUNOFF E. SE WANor • uuF-lalll_III�IIF_W1�:=IIIIII�lllll' III ;Illlll=lll►u=-1l�Ill�—IIIII`�� 111�I=III SEDIMENT WIRE SCREEN — _=111111= 111 1 CURB INLET APPLICATIONSPECIAL METHODTHIS OF INLET PROTECTION CURB IN]IZTS WHERE AN OVERFLOW CAPABILITYNECESSARY 1 PREVENT EXCESSIVE PONDING INFRONT OF THE * GRAVEL SHALL BE 1• OR • w . J; DSWC PLATE 3.07-2 4" REINFORCED CONCRETE 3000 PS I 4" SUBBASE (21-4 STONE) UUIDTH VARIES SEE SITE PLAN 1/4" 1' _ III -III) 11—III 11—III III —III —I I COMPACTED SUBGRADE (e5% DENSITY) CONCRETE SIDEl,JAL< DETAIL (NOT TO SCALE) concsw RN PIPE OUTLET CONDITIONS A A PEPE OUTLET TO FIAT AREA WITH NO DEFINED PLAN VIEW CHANNEL -` SECTION •.. I U 1 .,1 FOR IINTIRE FURDWITR �:+�-� �. do PIPE TO WM DEFTNED CHANNEL PLA VIEW a • . to .a,.aa 1 ��.► SEC!TION FILTERKff INRZOOMMENIM FOR Vf= PERnCrITR NOTES: '1 I 1 REPRAP, GROUTED R[PRAP, GABION BASKET,• ' CONCRETE. 1: THE LENGTHOF THERIP1 ,,1 UTSING, TDIES THE11 1 DIAIMM, BUT NOT INCHES.LESS THAN 6 Source: Va. • Plate 3.18-1 ON51TE 7Yf=IC,4L F,4VE1 IENT SECTION NOT TO SCALE HEAVY' Pr4YEl"1ENT SECTION — TRUCK TRAFFIC 1.5" 6M-2A SURFACE COURSE 3" _ AS BM-2 BASE COURSE 8" SUBBASE VDOT STD. GR-21A jl 11 11 I I I � II 1 II -I 1 II -I 1 I�E 11 I III I II � II 11- COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-PVrnt3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALON(: )HE LINE OF POSTS. I � PLOT III 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL. r / f erC_ FL; EXTENSION OF FABRIC ARID WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOURCE: Ads ted 6rom IaTtallation of Straw and Fabric Filter Berrien for Sediment Control, PIAfg 9.05-1 Ste•ool t ► ON51 TE TYi=' I CAL f =',4YEMENT SEICT I ON NOT TO SCALE LIGHT FAVE1" TENT SECTION 1.5" SM-2A SURFACE COURSE 1.5" 51-1-2 BASE COURSE 6" SUBBASE VDOT STD. GR-21A II i lI I IEE i II I i II I III I II = II I ITiI I II i II I II i II I I:COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A WBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 This area may t at the option of the contractor This curb may be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 6c suburban areas. If these design speeds are exceeded Standard CG-7 is required. C The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. For use with stabilized upon -graded drainage layer, the bottom of the curb and gutter ill be constructed parallel to the stops of subbase courses and to the depth of the pavement. Note: Combination curb do gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cost in place. Concrete to be Class A3 if cost in place, 4000PSI if precast. SPECIFICATION REFERENCE COMBINATION 6" CURB &GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03A. EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA STANDARDS ASPHALT PVI'"1T. I � d � \ d CsUTTE 1 • � O _I I �•UBBASE o III— I IIII—I I �p �O =1 I I=III--III I 1(- COMPACTED SUBGRADE (95go DENSITY) CCU-6R DEPRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE IS THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg-6r-depamb PARKING LEGEND SCALE: 1" = 200' CD PAVEMENT PIPE OUTLET CONDITIONS A A PEPE OUTLET TO FIAT AREA WITH NO DEFINED PLAN VIEW CHANNEL -` SECTION •.. I U 1 .,1 FOR IINTIRE FURDWITR �:+�-� �. do PIPE TO WM DEFTNED CHANNEL PLA VIEW a • . to .a,.aa 1 ��.► SEC!TION FILTERKff INRZOOMMENIM FOR Vf= PERnCrITR NOTES: '1 I 1 REPRAP, GROUTED R[PRAP, GABION BASKET,• ' CONCRETE. 1: THE LENGTHOF THERIP1 ,,1 UTSING, TDIES THE11 1 DIAIMM, BUT NOT INCHES.LESS THAN 6 Source: Va. • Plate 3.18-1 ON51TE 7Yf=IC,4L F,4VE1 IENT SECTION NOT TO SCALE HEAVY' Pr4YEl"1ENT SECTION — TRUCK TRAFFIC 1.5" 6M-2A SURFACE COURSE 3" _ AS BM-2 BASE COURSE 8" SUBBASE VDOT STD. GR-21A jl 11 11 I I I � II 1 II -I 1 II -I 1 I�E 11 I III I II � II 11- COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-PVrnt3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALON(: )HE LINE OF POSTS. I � PLOT III 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL. r / f erC_ FL; EXTENSION OF FABRIC ARID WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOURCE: Ads ted 6rom IaTtallation of Straw and Fabric Filter Berrien for Sediment Control, PIAfg 9.05-1 Ste•ool t ► ON51 TE TYi=' I CAL f =',4YEMENT SEICT I ON NOT TO SCALE LIGHT FAVE1" TENT SECTION 1.5" SM-2A SURFACE COURSE 1.5" 51-1-2 BASE COURSE 6" SUBBASE VDOT STD. GR-21A II i lI I IEE i II I i II I III I II = II I ITiI I II i II I II i II I I:COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A WBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 This area may t at the option of the contractor This curb may be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 6c suburban areas. If these design speeds are exceeded Standard CG-7 is required. C The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. For use with stabilized upon -graded drainage layer, the bottom of the curb and gutter ill be constructed parallel to the stops of subbase courses and to the depth of the pavement. Note: Combination curb do gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cost in place. Concrete to be Class A3 if cost in place, 4000PSI if precast. SPECIFICATION REFERENCE COMBINATION 6" CURB &GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03A. EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA STANDARDS ASPHALT PVI'"1T. I � d � \ d CsUTTE 1 • � O _I I �•UBBASE o III— I IIII—I I �p �O =1 I I=III--III I 1(- COMPACTED SUBGRADE (95go DENSITY) CCU-6R DEPRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE IS THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg-6r-depamb PARKING LEGEND SCALE: 1" = 200' CD PAVEMENT 2' CURB CUT . ,R=2/ C6- . �. �21 d d 1/DOT SPEC. - 414.03, CL. I, TYPE A TYPE 1 SCUPPER DETAIL NOT TO SCALE Dt-.alpl REINFORCED CONCRETE,' 5 REBAR 18" O.C. CLASS A-3 CONCRETE 6" BASE 21-A (COMPACTED TO %% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-I METHOD) TR,4614 DUMPSTER FAD (NOT TO SCALE) CD W UJ Z CD Z WC\1 o C�2 in OD � C\1 �1 a �.9 �� I rn �> Zx CQI toC\1 L1J UJ U CD Hw a4 0 :-1 1-1 ai 0, � 7 b � o W � U) E~ z Wy} F. z" O H � z 5W W � W a A W W w � C> � CQ to ti Q MICHAEL S. CK4Y 1140 `dry LIC NS No. r 0� 031162 (� 1" �s'SIONAL �yG Cc W 1111111— O Z T .. I Wo z W U� W w z �> ��Wl FE— .. v F^ E, rx co O D ' ^ W O Z Z U Ems.. CL Q Q �D �U co W Q E-i U] 4.4 0 In in DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 10 OF 12 CD 0 0 ci m CU Q ti N D CTI 3 O 0 m CD CD w L Ql a- C_ fo CD 3 Cn 3 lP 0 10 u� 0 D NOTE: SEE STORM WATER MANAGEMENT COMPUTATIONS BOOKLET FOR DETAILED POND ROUTINGS AND COMPUTATIONS bg Plastic Solutions Inc. 540-122-4694 -\ ANTI -VORTEX PLATE (1/4" STEEL) _ 10YR WSE=653.41 100YR WSE=654.02 7 2YR WSE-652.13 -- - - Dr = 12" 30" ORIFICE INV.=64850 Trash rack manufactured POND A OUTFALL STRUCTURE DETAIL NOT TO SCALE Trash rack manufactured bg Plastic Solutions Inc. 540-122-46g4 -� ANTI -VORTEX PLATE (1/4" STEEL) - 10 =655.91 I00YR WSE=656.13 2YR WSE =654.16 -- �r POND 5 OUTFALL 5TRUCTURE DETAIL NOT TO SCALE 1/2" THICK STEEL PLATE (DIA=Dr/4) �- TRASH RACK Dr = (o0" _ 21" ORIFICE INV.=64850 1/2" THICK STEEL PLATE (DIA=Dr/4) __- TRASH RACK R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: F'IL (OF VDOT #1 COARSE AGGREGATE F (DOWNSTREAM VIEW) 2-10 ACRES OF DRAINAGE AREA: 6" (DOWNSTREAMFILTER CLOTH witw Pa. VDOT #1 COARSE AGGREGATE FLOW RCE: VA. DSWC � O 5TORM 5EWER INLET GOMPUTATI ON5 ° LL W D� �J w FL STANDARD G 6-6 .0208 2' 4.0 3.5" O .0853 .146 r_ STANDARD G 6-2 .0208 I' .0205 1.0 I " .0835 # INLET Z w p v QC �' O cY LU �, w D_ p U� �, -. C] Q ►- x p -. x cv „ -. o I_T w ,n w u_ -. LL tY �J , }- tY v -. p Q u- SHEET---- OF----- -. f- Q Q Q z1i ,� ?-`� .� 1`� �� 1~L # Q 13 ~ �, � # I- Q Q v 0 - - v tY v v ~ p~ N w N x w z J uw - _ v s� z `Z tJl Q - Q tll n+ 1 U� -J a J LU Q O I_v 0 a v REMARKS p � x 2 DI-3G b' O.q AC b .12 .12 35 252 OD 252 .02 .0208 11.30 2' Db33 ID 1.0 0.46 0.0 1130 SUMP 3 DI-3G 6' 1.45 A .6 1.16 1.16 1554 4.06 OD 4.06 .02 .0206 b.86 2' D833 1.0 1.0 0.46 0.0 1554 SUMP 4 DI-313 b' 32 AG b .516 516 35 2DIb OD 2DIb .02 .0208 q.14 2' Db33 1.0 1.0 0.46 0.0 q.14 SUMP 1 0I-313 b' .24 AC, .8 A2 A2 35 b12 0.0 b12 .02 .0208 228 2' .88 .0833 4D 1.0 35 .146 Ibl b2 1D 1.0 a4b hi 0.0 8 DI-3G b' b5 Aq .8 52 52 35 1.82 0.0 1.82 .02 .0208 q.10 2' .0833 ID 1.0 0.4b 0.0 61.10 SUMP 10 DI-3G b' .52 Ar, .8 .416 Alb 35 1.456 OD 1.456 D2 .0205 1.54 2' 0833 ID 1.0 o.46 0.0 1.84 SUMP II DI-36 6' b AG .8 .64 .64 35 224 0.0 224 .02 .0208 10.45 2' .0833 ID 1.0 0.4b 0.0 10.45 SUMP 12 DI-36 8' 16+44. .41 AG .8 328 .328 35 1.148 .02 1.168 .02 .0208 4.03 2' 5 .Ob33 4.0 OA5 35 0.146 0.1561 8.1 ID 1.0 o.46 1.11 0.0 13 DI-313 6' I3+q8.1 3 AG .8 24 24 35 .84 0.0 1 .84 1 .02 .0208 1 2.q1 2' 1 .61 .0833 4 Ab 3.5 .146 1 .164 (9A ID 1.0 1 0.4b .52 j 0.02 TO INLET 12 14 DI-313 8' 1 16+05.1 .34 Aq 8 .212 1 212 1 35 1 152 1 0.0 1 q52 1 .02 1 .0208 1 331 1 2' 1 .5q 1 .0833 1 4 1 Ab 1 35 1 .146 1 .163 1.3 ID 1.0 1 0.4b A5 1 0.0 STORM SEWER DESIGN COMPUTATIONS O �O RAIN AREA RUN GOEFF G X A DES16N H TOP ELEV REMARKS ING GUM Tr, RAIN FALL RUNOFF PIPE DIA SLOPE (%) "n" GAPAGITY Q VEL FPS LENGTH UPPER INV LOWER INV FLOW TIME (5EG) A G 2 1 01-3G 1.20 .8 q6 2.q5 5 MIN 5.8 36.27 36 .50 .015 4-7.16 7.55 150 664.20 665.30 673.6 5 2 DI-3G L77 .8 1.42 I.qq 5 MIN 6.3 31.561 30 1 .50 .013 2q.00 6.44 300 662.20 664.70 671.q 4 3 DI-3B .12 .8 .55 .58 5 MIN 1 6.5 22.181 24 1 .50 .013 15.gq 7.25 106 667.23 666.70 676.10 5 4 MH O O O O 15 MINI O 1 I61.05 1 24 1 5.44 1 .013 1 52.76 6.bq 147 675.45 667.48 681.g0 7 6 DI-3B .24 .8 Iq 3.33 5 MIN 5.8 8b.44 48 6.5 .015 366.4 14.80 105 664.83 655.00 672.00 8 7 DI-3G A2 .8 .74 2.26 5 MIN 6.0 13.57 24 .73 .013 Iq.32 4.32 157 667.31 666.31 675.00 Cl 8 MH O O O 1.53 5 MIN 6.4 q.74 24 .5 .013 16.03 3.10 257.0 66q.0 667.81 678.50 10 Cl 01-3G 1.11 .8 .bq 1.55 5 MIN 6.0 10.05 18 .63 .013 5.57 5.71 126.0 670.50 66q.50 675.00 12 1 7 D I -3B .40 .8 .34 1 .55 5 MIN 6.5 72.66 54 .2 .015 81.43 4.51 86 665.25 665.05 612.00 13 12 D I -3B .2q .8 .25 .25 5 MIN 6.7 1.66 15 1.50 .015 7.q l 2.42 24q 671.74 668.00 676.50 14 12 DI-3B .54 .8 .2q .2q 5 MIN 6.7 bq.Oq 54 .45 .013 131.8 4.34 6q 665.(b6 665.35 672.8 I 1 10 D I -3B .8 .8 .64 .64 5 MIN 6.7 4.32 15 1.00 .015 6.46 5.52 80 671.55 670.55 676.40 2I 3' CLASS I RIPRAP SET TREE LEVEL AND PLUMB--8TRAKaHTEN AFTER SETTLEMENT IF REQUIRED. SET TIME WITH TOP 1/6 OF ROOT BALL ABOVE FINISHED GRADE ENCASE WIRE AROU ID TRUNCK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FNISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE 012 GAUGE TYPICAL PLANTINCs DETAIL-- EVERGREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE 012 GAUGE TURNBUCKLE TIME WRAF' WITH 5OVERLAP FLAGGING TAPE ON EACH WIRE 2 DOUBLE 844REDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP I/8"OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTIWS DETAIL-- TREES OVER 2-1/2" CALIPER Imt PLATE. 3.20-1 1 1"X411X4'-8" SLATS, 2-FINI5H NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4" 125" '-0 NOTE: PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 4"X4"X6' POSTS CONCRETE (NOT TO WALE) '` • i. III- � A WOOD FENCFE DIETAIL NOT TO SCALE Z Uj W Z Z W o LO coCq 't C\2 CO 10 CO40 '4 .� o I Z~' '� C\2 x �C\2 km LLJ LO a .0 LO z` 0� rn m r a) 0 ww w E- W O z" 0 z Ul 5� W w � w a A W V) w A 0 � m TH O MICHA(EEL S.l TIICK Y O LIB I�S DNo. 031162 SSIONAL� Ir Uj F ZT__q O Wo z U� f14 E-.. X w W U> W-7 Z _ W E U1 U � E Q � O a� � W WO C W U Z� CoW W Q � W ca Im DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 11 OF 12 0.1 'i backfill general ., :see note) concre select (fill note) A A STANDARD general backfill ,,-'-(see note) general backfill select :fill note) 2 0. D. CONCRETE ARC44 -Qeneral backfill 8" 24' select backfill liee note) - 6" minimum form board ninimum machine excavation limit gate Valve trench bott4m & boxes undisturbed eo4h stone bedding gatevalvee valve TEE, WrEl OR ALL* 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 a Tt�e 9 . .gainst undisturbed soil. bearing dimensions -D- = 18" min. for 12" thru 20 pipe against undisturbed soil shall remain as shown. see chart below for A. B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS '6*. minimull Pipe Dia. Plugs, Wyes &1 Tees 1/4' and 22 1/2* Bends 45* and 90* Bends -- A B C A 8 C A I B I C 6" 1'-0" D'-9" 1'-O 0'-9')'-9'0'-9" 1'-3" )'-9"1'-9 T --9 - --9 -9- 5 --9- -1---6 7--9 2--3 10 T -6 5 �-q T �-6 T -70 5 -- T --3- T --9 7- 9- f -6 12T --9 T --0 f --6 T �-3 F--O T --6 -f-- -0 -0 Y--O 14 2-0 1 -0 -0 1 -3 1 -0 1 -6 2 -6 0 -0 16 2'-3'1'-10' 6� V-6' 1'C�F--5' 2=7 =0-:� --6- 7-8- 2 q-6 -9 1'-6"1'-3"12'-01-5-'OliT::-3':f-9 TO' 2'-9-Il'-6- -0 6" 6" concrete concrete I it, I i.n VERTICAL Stan bedding 6" - 1.3 CRETE CRAL)LE CONC, TE ENCA51EMENT 8. 1.1 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 NOTE: To be compacted to 95% of ASTM D698 maximum density. 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 - TRENCH 4 BEDDING CONCRETE THRUST BLOCKING Figure I Figure 2 concrete pad concrete pod T18"x 18"x 6" 4"x 24"x 6' deep deep varies 2' min. -ad to property line L 2" saddle service 4" stone blow -off hydrant 4- st e 2" corp. st(Spodway box 2" coupli 48" min. 2" coupli 2" type K 2" type K coppe Copp J a standard beddi water main 2' boil valve curb stop x x with 2" square operating 16' solid nut block Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover (cover labeled manhole water) adjustment ring stone bedding BLOW -OFF 466E"BL'T' Figure 10 cast iron cleanout cap with brass plug having a countersunk square head Ponella Model PA4SV-CSK (4') Pariella Model PA6SV-CSK (6') finished grade square concrete skid pad 20*x 20"x 12' deep 4" stone cleanout pipe.-* -SDR 21 SDR 35 spigot by SDR 21 SDR 35 gasketed bell gasketed bell adapter sanitary Wye (see note) SDR 35 spigot sewer main by gasketed bell SDR 21 45' bend (see stone bedding NOTE I.Where length of service lateral to exceeds 75' a cleonout assembly shall be furnished at the property line. 2. If top of sewer main is greater than 15', then Wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 11 varies at property line (see note 2) roadway box- 2* type K copper tubing (no joints from amain to curb \-saddle with corporation stop T�water main bail Valve curb stop with np ends, with 2* gate valve operating nut 6" CUTOUT DETAIL (typical) 6' stone bedding cost in place access door, centered in top 2' A7 no I te 1) 1� E iHH77-156HC-11-77 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole inished grade I i N min. 3' riser section for 4' diameter manhole with cutouts solid support blocks under custom setter stone bedding NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. HIIR2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 1 1/2" and 2" METER INSTALLATION Fleur* ro 5 ift boot--".- n7z- inside drop Q.manhole cross b Mason Plastics, Inc. solvent weld-----,,_ e coupling and pipe stainless steel ban d--__ 3' separation between A bonds 45' b-end .4. A, 4 4 NOTE: fittings and pipe for drop to be some size as incoming sewer 4 ft minimum drop DROP MANHOLE Figure 13 NOTE: EXI51TING MP 15 4' [)IA. NO E,'DIA. MP 15 REQUIRED stone bedding (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE vALvE Figure a FOR DETAILS OF INLET FRAME 111=1111 & COVER SEE STANDARD IC-2. EXPANSION JOINT V .- . 4' BARS C BACK Of A . :14 "A -CRACK CONTROL JOINT GUT fER CRACK CON I GALVANIZED PLATE TO BE BENT ON AN ANGLE OF 68*30'A4D IS TO BE ANCHORED WITH VZ" X 4" EXPANSION JOINT STUD SHEAR CONNECTORS WELDED TO BENT I PLATE AT 2'-0" C-C. TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 AND CG-7 STANDARDS. TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 AND CG-6 STANDARDS. BARS 8 5")0/4" BENT PLAT L 21/,"X2`/fV/i GALVAN 4 TYPE A TYPE B V,� "X4" STUD SHEAR 3.-0.. CW WELDED To 1. MIN. NOSE DETAILS ANGLE RON 0 2'C-C X)' MAX. =A WARPED PAVEMENT �-7 -BARS E I ' ' BARS F� DETAIL WHEN USED DIAMETER WEEP HOLE KEYED COAST. BARS A ADJACENT TO CURB OACH GUTTER WITHOUT GUTTER BARS B-N WARPED GUTTER BARS A JOINT BARS H2' APPROACH GUTTER 7" KEYED CONSTE. BARS D "I 12" MIN WARM GUTTER BARS F iD A BARS E BARS G FRONT ELEVATION VIEW BAR' '2 (GUTTER REMOVED) ------- SUBBASE SECTION B-B BARS F - WARE STEPS, CLOTH o SEE NOTE S. WEEP HOLE. DI-4A DI-48 L DI-4C Lla SEE NOTE 8. ------ --- J-4 ........ FL LOW L F-LOIN 4'-8" FOR usE off cRADEs FOR USE N SAS BOTH saES TO BE TRICAL SECTION A -A SHEET I OF 2 SPECIFICATION STANDARD CURB DROP INLET REFERENCE 3611 4811 PIPE: MAXIMUM DEPTH (H) 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-3,1,313,21C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST APPROACH EXPASION JOINT 3'-)0" FRAME 4COVER BACK OF SIDEWALK JOINT:� BARS SEE STANDARD IC-2. I -EIAR GUTTER B S 4 io o WG FIR iD BARS C 8 6"b 6" CL SUBBASE S El 0 l� 4=--- HARDWARE ARCLOTH + WEEP HOLE. N w o SEE NOTE 8 . . . . . . . . .. [B ARNOTE5 STEPS.'SE ARS D FACE OF CURB CR K CONTROL JOINT GUTTER CRACK CONTROL JOINT 6' MIN. PLAN SECTION A -A [---A MARKEYED COAST. JOINT L-VARIABLE MAX. 20' 1 /-- WARPED 2'-0" 1 2'-8" B a.-O'. 2" APPROACGUTTER ARA GUTTER - --- -- -------------------------------- BARS F '-BARS E Lr B iv - #3" DIAMETER BARS E WEEP HOLE: FRONT ELEVATION BARS 8 BARS F ------ =0 --- (GUTTER REMOVED) 3'-0" SX1/4" BENT PLATE SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDSI/N L21/2"XV/2"X`/�" GALVANIZED TYPE B NOSE: DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B 'le X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*30' TO ANGLE IRON AT TC-C. CONNECTORS AND IS TO BE ANCHORED WITH 1/z" X 4" STUD SHEAR WELDED TO BENT PLATE AT 2'C-C. NOSE DETAILS 2" APFR. PAVEMENT DI-3A L DI-3B L DI-3C L WARPED PAVEMENT P4 1 1 1 - - - - - - - - - - - - 4 I__ b-i 1 01 DETAIL WHEN USED _0 FLOW •I FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL I SHEET I OF 21 STANDARD CURB DROP INLET SKCMTM 1211 - 3011 PIPE: MAXIMUM DEPTH (H) 8' 233 101.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Uj Uj UjCV 0 O W) co 00 CID N CD in 1 0) p I -t CV Lo CV Uj Uj 4) 0LO 4 r. LO Q) Q> 0 VLIC N v- 1 "t �KK Y!""' MIGHAE� -d I �" 50) 1 ,,�o No. 0 031162 jONAL W I=- Z c) W 0 W FY, E- 04 I-1 > Cr. E- E, �D 0 1.4 W E_ Z CO �D �� Co > E_ 68 M In DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 12 OF 12 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - rv- IT `°' SCALE: 1» = 2000' �-, Count construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation VDOT Road and Bride Specifications and Standards, the Virginia Erosion and--n.-----�.� �., ==D `� �0 � � �� y P / P P P (VDOT) g P g EXISTING INDEX CONTOUR M m.w ••„- �- m 330 �} Ike � � � � Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a 0 Millwood P ®o t yt 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall PROPOSED CONTOUR 400 rc ®J construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EXISTING EDGE OF PAVEMENT 1{x I 1p �® W ® ' ` no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment __ _____-_ .______ S. 17 �t . CD Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED EDGE OF PAVEMENT PROP E/P �� ® +' V I CtOr ' Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. li EXISTING CURB AND GUTTER ®p 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation _. _ y -- -- -- - _ - ---. - Lane P (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in PROP C&G WE5TVIEW 5U51NE55 accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. CG-6 CG-6R C��Rop required under State law. TRANSITION FROM CG-6 TO CG-6R CIT`I' Or " -..x„� Independence � ,� � V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic WINCHESTER Drive coo `o „ ion wall be held ___ ..._. Co 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspect signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the EXISTING TELEPHONE LINE _ _ .� ___. _.._. ___ ._.__ �- __.._ _._._ �. ____ .1. _.. __ .__ � O � � � � � with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict 0 I1 PROPOSED TELEPHONE LINE r Winchester (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from „ �fj� Airport Q 4 rl.Cd CO 0 responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to this responsibility. EXISTING STORM SEWER EX.3 Rcr, 0 o C\2 Cd Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. ROOa ao I o G V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROP. 15 RCP C3 ® •�: O I PP P pp P g Y Y Y P Y PROPOSED STORM SEWER �� S Z> C 6. An approved set of laps and all applicable permits must be available at the construction site. Also, a to thane as deemed necessary b VDOT. An additional expense incurred as a result of an field revision q�j x Lo C\2 p representative of the developer must be available at all times. shall be the responsibility of the developer. Airport Rd. EXISTING SANITARY SEWER W >, a) Q) I 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use PROPOSED SANITARY SEWER /�O W Control Devices (MUTCD). permits for any work within VDOT right-of-way. S /+� U a� ao EXISTING ELECTRIC SERVICE --- SHEET �T ■i 0 cu ___ ._.__ .__ _._. _. _ 1_- ___ _.. __. _._ , ..__ W_ _ i J Il �ET IN�J�11 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held � � �, � embankment. by the engineer and/or developer with the attendance of the contractor, various County agencies, utility PROPOSED ELECTRIC SERVICE E companies and VDOT prior to initiation of work. COVER SHEET 1 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE __ _. r; _.__ ...__ ___ _._ (5 __.. _.__ __._ __ L; __._ ___ .__ EROSION & SEDIMENT CONTROL PLAN 2 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS 3 � o undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required PROPOSED GAS LINE G !� 0) >, 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated or requested inspection. SITE, UTILITY AND GRADING PLAN -NORTH 4 on the plans and as required at the field inspection. PROPERTY LINE ®® DIMENSION PLAN - NORTH 4A V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent a w 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall public roadway via a construction entrance that is constructed and maintained in accordance with Section FLOW LINE -+- - -®- - ••• - �- SITE, UTILITY AND GRADING PLAN -SOUTH 5 be minimum 6" diameter and conform to VDOT standard SB-1. 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected FENCELINE m____ X ___._„ , DIMENSION PLAN - SOUTH 5A b this project shall be maintained through construction. The Developer shall have, within the limits of the - - -- -___._ ____ .__ _._m___ Y P j g P STORM SEWER PROFILES, COMPUTATIONS AND DETAILS 6 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion EXISTING POWER POLE - - MISCELLANEOUS DETAIL SHEET AND EXISTING SANITARY PROFILE 7 H one litter receptacle shall be provided at the construction site. and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous Z H Z basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING TELEPHONE PEDESTAL LANDSCAPE & LIGHTING PLAN - NARRATIVE AND DETAILS $ _._.. w z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to LANDSCAPE & LIGHTING PLAN - PLAN VIEW 9 Cn W w entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ TEE P -W-.a-. - -- Z �5 �21 O whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. o THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION w condition at all times. PROPOSED WATERLINE W/ TEE W OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION Z v H Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING FIRE HYDRANT 14. Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitarythirty-six 36 inches cover and when possible shall be installed under roadway drainage facilities at conflict O p z Z gY company P / Y ( ) P Y g PROJECT INFORMA TION sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE A, . mm.. H ,.- w. -m� _d�„�•�.,.rz.. ,.w co E-� Z U a and connections to existing lines. M� W v U z V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER W PARCEL IDENTIFICATION NO. TAX MAP 64 llA)) 1595 FA.R GALGULATICNNS: Q+ �` a d o1 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. STREET ADDRESS: 141 SECURITY DRIVE X vl a standards ands specifications of the Frederick Count Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined b the engineer and approved EXISTING BUILDING: 5lfol0 SF. W Z M E- PP_b VDOT. TOTAL AREA: 12.000 ACRES PROP05ED BUILDINGS I: 25,345 5F. a4 fx 0 P Y Y• Y q g Y g PP PROPOSED REDUCER W 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the Y PROJECT AREA: 12.000 ACRES PROPOSED BUILDING 2: 2 ,845 5F. W contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN DISTURBED AREA: 4.90 ACRES PROPOSED BUILDINGS 3: 3831 SF. a a W W CURRENT ZONING: M-1 TOTAL BUILDINGS 512E (PROPOSED AND EXISTING:): p� � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PARKING INDICATOR CURRENT USE: NAVY FEDERAL OFFICE BUILDING 106,131 S.F. (2.436 AC.) utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to INDIICATES THE NUMBER OF TYPICAL PARKING SPACES 12 PROPOSED ZONING: M-I private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project PROPOSED USE: NAVY FEDERAL Co 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards OFFICE BUILDING AND PARKING EXPANSION W 0 0 0 0 result of his construction project within or contiguous to the existing right-of-way. and procedures. PROVIDED: Fi \ \ \ P j g g g Y P HANDICAP PARKING BUILDING HEIGHT: 19' 10" NORMAL HEIGHT 2.43 AC. BLDGJI2 AC. = 0.20 O -4 L 4 TO MATCH EXISTING �' O D, 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted 22' 3.5" SPIRAL HEIGHT GROSS FLOOR AREA: EXISTING = 51,610 SF. Q °p M o\ VEHICLES PER DAY COUNT 100 ON BUILDING CORNER o 0 0 must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within MAXIMUM ALLOWED = 60' PROPOSED = 54,521 Sr-. development permits. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the PROPOSED BUILDING ENTRANCE TOTAL = 106,131 SR direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT BUILDING SETBACKS: REQUIRED TH , F 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless SIGNS: PLACED ON BUILDING �f project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN FROk"P: 15, SIDE: 25' OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE 20. These Tans identify the location of all known ravesites. Gravesites shown on this plan will be protected REAR: 25, DOWNCAST OR SHIELDED TO P Y g P P V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as PROPOSED SANITARY LATERAL CLEANOUT S PREVENT GLARE ON ADJOINING ' in accordance with state law. In the event gravesites are discovered during construction, the owner ��iid specified b VDOT. PARKING SETBACKS: rJ dN L. KE' LER P Y' PROPERTIES OR PUBLIC RO.W.'S engineer must be notified immediately. FRG"!T: 25' 12 E� 2 8 0 9 W V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet SANITARY MANHOLE IDENTIFIER RE s1pE: 5': 5' OUTDOOR STORAGE: NONE PROPOSED � I C. N 0. 3 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT minimum design standards and is the responsibility of the developer. �A2q -266 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. STORM DRAIN STRUCTURE IDENTIFIER O � LANDSCAPE CALCULATIONS �S 11 V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be PARKING cALCULAtla,1. S10 AL 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the REQUIRED: SEE LANDSCAPING PLAN SHEET proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. EASEMENT LINE --.-..---.-.- -- ._________.._ _._...a .__ _._.___-_ OFFICE: I SPACE/250 SF professional engineer and results submitted to Frederick County prior to pavement construction. If a CEFTERLINE - - geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the TOTAL REQUIRED = 425 SPACES start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION X /0,4 SATELLITE PARKING (LOT 12) = 336 SPACES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices 5 HANDICAP SPACES REQUIRED: or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. PROPOSED SPOT ELEVATION X35- PER ADA = 9 SPACES excavation or demolition. Names and telephone numbers of the and operators underground utility lines in (I VAN ACCESSIBLE) Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. EXISTING TREE LINE gym._,,,.„.,• s�.a ,:.,�,..n° y pp g y V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road SPACES PROVIDED: 24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified 265 EXISTING PARKING SPACES copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking PROPOSED PARKING SPACES = 158 • 336 (FROM LOT 12) = 499 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. 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. TOTAL PARKING SPACES = 164, INCLUDING li N.G. Note: Any place within these plans stating Greenway rjEngineering, shall represent Greenway Engineering, Inc. W FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge E-4 Specifications. Density shall be determined using the density control strip as specified in Section 315 and H 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be ® submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the J N 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. Co > 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger Z Q shall be explored below the bottom of the excavation to determine the type and condition of the foundation. �'�R VEY AND TOPOGRAPIIIC INFORMATION E_ Z �' 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to 1 b lacin pipe. Foundation designs shall comply with VDOT Road and Bride Standard PB-1. Where soft, yielding, WINCHESTER REGIONAL AIRPORT AUTHORITY NOTES: w P g P P g P Y g Y g' I. IN ACCORDANCE WITH THE CODE OF VIRGINIA, SECTION I52-2294, AND THE FAA, THE CONTRACTOR MUST FILE A NOTICE OF PROPOSED Z 1_ , 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation 1. Boundary survey was performed by: CONSTRUCTION, FAA FORM i460-I WITH THE FAA FOR ANY TEMPORARY CONSTRUCTION EQUIPMENT to INCLUDE CRANES, DERRICKS, ETC. IF THEY 6. When an existingwater main is tapped for the installation of a new line: stabilization shall be determined by the engineer and approved by VDOT. GREENWAY ENGINEERING Dated: 6-08-07 INTEND TO PERATE At A HEIGHT GREATER THAN THE EXISTING STRUCTURE OR 20' 6" ABOVE THE GROUND FOR A MAXIMUM HEIGTH OF 101.4 AGL. s ® W O PP THE FAA WILL CONDUCT AN AIRSPACE OBSTRUCTION ANALYSIS AND NOTIFY THE CONTRACTOR IN WRITING OF THEIR DETERMINATION. THE REVIEW CO W E� � a) The Authority shall furnish all labor and material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. PROCESS CAN TAKE SEVERAL WEEKS AND UNTIL THE FAA COMPLETES THEIR STUDY, CONSTRUCTION EQUIPMENT CANNOT BE USED AT THE SITE IF IT CCM b) The contractor must: 2. Aerial, horizontal and vertical control surveys were EXCEEDS THAT MAXIMUM AS STATED, W V 1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified performed by: GREENWAY ENGINEERING 2007 2. ALL CRANES WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST 2. mark the tap location. by VDOT. (Year) BE LOWERED At NIGHT UNLESS LIT. INTENDED HOURS AND DATES � OPERATION SHOULD BE COORDINATED WITH DAVID FOLEY, OPERATIONS > J 3. coordinate installation with the engineering -assistant. SUPERVISOR WINCHESTER REGIONAL AIRPORT AUTHORITY NO LESS THAN 48 HOURS PRIOR to START. O < 3. Aerial topographic mapping performed by: 3. OUTDOOR LIGHTING SHOULD BE SHIELDED AND AMBER IN COLOR IN ORDER TO MINIMIZE LIGHT POLLUTION TO PILOTS APPROACHING THE U W W W V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in WINCHESTER AIRPORT. Q 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after Dated: 4. ANY TREES PLANTED AS PART OF THE LANDSCAPING SHOULD BE OF THE TYPE THAT ARE SLOW GROWING WITH A MAXIMUM MATURE WIEGHT NOT TO ® W W 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. grading is mostly complete. EXCEED THE ELEVATION OF THE PROPOSED BUILDING TO AVOID FUTURE AIRSPACE THE OBSTRUCTIONS. APPROVAL 5. CONTROLLED BURINGING SHOULD BE PROHIBITED DUE t0 THE CLOSE PROXIMITY t0 THE RUNWAY AND SINGE THE PROPERTY IS WITHIN THE FLIGHT3� It is the contractor's responsibility to have the meter box assembly installed correctly. ' PATTERN OF THE WINCHESTER AIRPORT. UNSUITABLE (MATERIALS SHOULD BE HAULED AWAY FROM THE CONSTRUCTION SITE APPROPRIATELY. W } Before a permanent meter is installed: FIRE MARSHAL'S NOTE a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. Fire lane markings and signage: c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FREDERICK COUNTY ZONING ADMINISTRATOR DATE Z d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshal's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) ORICINAL SITE PLAN #. 23- 0 // i n YEARS FROM THE DATE OF PLANNING APPROVAL ♦�1 9. For water and sewer services that connect to existing lines: TRIP GENERA TION DA TA Project Name: Project Number: co a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. NA VY FL�, ��E� IT UNIONWb) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 3015LA c) The Authority shall furnish and install all 5/8", 3/4" and 1' water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the EXISTING = 51,61.0 S.E, 659 3: property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the PROPOSED -= 54,521 S.F. 696 Magisterial District: Date of Plan: (Month, Day, Year) meter. 770 BUSINESS `' 1 /1'° ° `' SHAWNEE MAGISTERIAL DISTRICT JUNE 29, 200'7 e) The Authority will install all sewer laterals. PARK 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 6/29/07 820 FOLLIN LANE 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS NAVY FEDERAL CREDIT UNION VIENNA, VA 22180 The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a (703) 206-3405 SCALE: AS NOTED fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: Verizon remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 NAVY FEDERAL CREDIT UNION VIENNA, VA 22180 82 FOLLIN LANE DESIGNED BY: WRS/SBW 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. (703 ) 206-3405 FILE NO. 3015LA HANDICAPPED PARKINC NOTE P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 9 Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 07-069 10---.. .001--%6 ,0--- ,,,� A.� I -.r v "I I �. v v v v v v v � i v v v v v v v v � "'M �l - - � I- I "'le I �- I - I , �"�' - - -, �- - k�- ''I i� -V,11� T.M. 64-11-13 -flow 111--, "s-l"', " q'k .- ,,- ,,- I I " -, - , F I - 11 I --- -, . . ..... , , -- -!777�� -If�' 1"', '.1 � 1 I LLC rjfO - '' , f5 PROPERTIES, �""�t,� -- -- ""' �� I 11 "I � a I ... (), I I - , " 11--l"", - ' � - � , I- 1-1.1 5- I-. No. 0 �,4 , , , S r 1��n - � m - 'I" "x . - I � , , -�, ------ NAVY FEDERAL CREDIT UNION 440"' " - I - �--�,- " , -- 1, ---- J - - - , - - � r "' , - N. "I �� I 1�, SURVEY LE GEND: z I -, - - _-----� :P1 .--- S�- , , SATELLITE PARKING (33(o SPACES) ,.� - 1. � 11 f,.'14 � I,- � - ,! 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J, � )/t5,;6, .1 U-V- -1 T- -r- ��YT,/J -.-- , , ,3 ,,, j " " � , ,/ � -w-,-�,.�,�v�,��-,e-.-,�,-,K""-"N",N",e -I � 2q- j- - I I \ 'r r . -�-�", ; m "'..'-A -11 -,-.r 11- � " � /�':�'� 10" 14 -Z , - " v - � 1 - I'' 11 I—- - - -- __ ,,r i � \ _o�.��j,j,e,%-,� A - / �4 1 � � ',*�'.'I-,�-,- � *�,Slt,.,%� - --- �., I , , , , , - , :17.'T'7� I -`� , � ,t- --'-T-'" 111, "'� .r �` 5'WIDE STRIPED WALKW , /I % \ -.-,- J� u ::� --- ,77 . - I ,Q,:z ,,,,,,,,��,=" '. I I A I ") CG - 12 r I ,,�,�,,�,,,,�k,.,",�;,�,N,�,�,��r�ll,�^,��l�,, I 1, "I - ,,,1 �? / ", v t *1 11 � , , -- - - -- - f" 't � _ , .... - � -1-05V, -',�-��!7,---- , , 9.41 ji, � t I - �' , �, - , ��, �/ , �. -.17.1 . , .- � .... .. -'-'- -- i - - - ' " i-_,,, ,,,I-r � � - ,-,(.:- t" �� - 67 ! I �0 -;:�, ,� I �,�� , 1, --�--:�z � - , -, � ", , 1 , �; / I _ A ,,, , ,,� �, \ \ � , �t') 'r' I '� �\ 6,60 \1 '�,,-, " ,.--� I 1'�,' 1 - - 11 I , It I �� ll "I 11� ":: "'.11 I " I I '�kt7 \, " \ \\, 1. ALL CURB RADII 15 �,'UNLE55 LABELED OTHERWISE, "Id ) 9 a 1: i ,-j 41 co �11 I Ak ') � � ; -f I 1� - j�jS � �- I I I- .:�� .�� , - 1',"�, , /I �',� -,� � 7� / c � -r " _ r I - _j\ � � , 1, , _, Irr 1.11 �.."� . � 1 � � 11 -""�"�'�r,7_,"��F",�,,,..'"- I ��-,�", 1, , �� "M r�, r�� ? " � �, "'A-11, " - , �, " j , � � _ 0 � ,�a,�,"�' , ,r - � 1 � � - � i ! I ' � I "', I I I , , ::,.,,. , -- I , l", , ... 1- - �� P 11" I 50R - - 1 -, t " ' _r ... r, r 'l' I n lle"7, i I i 11 - , \ I t, --- I �, I �. �� 1`1 ,, - - � 1 trr , I ". 1- , N1. � I . F i� Fvc I . I - It It t l I I I I ) - �� I NEW (o!,,?5IDEWALK - - &y'9,94/-7 7-/ ",' " I I I 1 1 I � --- J - - 6L , x . - ,- ! I 11", � � � , � � � ___ � 11 -� -,-,- )� i � ,I -� 11 I ,r 777�f' '00F L)Mi6h1l, - � i "mc, �, - - I I � T - � i 1, --- 6p, ... ,/, 1w L � � 1 1 ! � I , � --� --� -,Ef � � ; Ir N'$' , " \ \ �, I -- � I 1 1 I 1�1, -1 - Ile' �-�,-r- ' - � ( � � " �, - 1, - I I I , , ,� , �, ,,, � - - " ,I �\ \,,�, "" �, \ IV L , -�-�,��"------11 2. ALL UTILITY CONNECTIONS TO EX15TING BUILDING TO REMAIN UNLE55 OTPERW15E SPECIFIED ON TP16 PLAN OR BY OTPERS. Ell 1%0i %\ I - " ' - I W11", - V.I- - � ---��-��. - , � � - -, 11 ., . ,,r W 11 f ,,, ". - lr�`rlll - �� 1 ; I + " I � I �, ,` ,�.�'r , ., �� 1, "', � I � t I �, � . I � . . - . ,� I - I I - , j �� ,"...- - N - I � - - ,� _�� _ , -, , I t) 7�- �---T-- - , r \� .1e I �,, �� --- - ;", , � �4' , �- " -� \ \'� . I , 1",1'- - - - - 1 -"- L -- -- ----- - I -_ - - - Tof - 1-7 11, 11- (,'� 7�� , \ /11 - , - , � 1- � , - , 4�-- - ---- , . �- 1'�;�-,, , V-'-i' `5 , "r -� 7" P �.�, , I - 5 � , :�., ,'. I I I , I � v //1 t.,--;-,; -, ,,� - - I I �'� I - lae 11 6 7 S\ f 11 - -, - 1, I - I - -�, - I I k � � , 1�1� - -A � ' ' ' "' ' 1� --,. -- r, AN EX15TING LOC BOX WAS CAST INTO THE BASE 3. #15 Q � U) z 0 / "-� > U) E- z I �'. jr ,.; I ,,, ,� "n . '00'"". \I. - , I �r. , � , i " ', 7 8�v � t' - \, �� , , I ,� �7 " '91 , .N",.,_r-* � .. - "I, , ,�, " - I .! �, , _� - - ',' ", I I I USE SAN. WYE ,, -,,%r,7 'f, ., ,� 4 �, " - v 1 ". - , , f CONNECTIONS " - � I\r r Il An .- 1l, - A�b ' ", .- r7z,-'� -.'.-''--��_-.1- I-- - eIG19T . - �,,�,,, 11 r �",rm--� "r - / - - - --' r ., EMOVE �, C � - ' z MODIOIED F --- 1- �� - -- ��, 111��, - 111�/ :-, � , . .,.� 1S \� RI - - 0,0-1'--- '--- ,, 7 -' - I '. - -- " '" '�Ili , �--, -- . ") i, - I- F I \ , �3,%, - �� -7, , j � , � " - -- � � _-rr , C� I I \ 1- - 11 �.w` N ,��:: - � ,;" ,4�e` , ", r , - I- .--- 1. I , , 71 �\ REPLACE TREE ", TIE TO EX15TING " 451!� .- i �, - -, !F--- y--'m-- " --Z -125 il%tv 6 -A- --- I I , � ,�,� - ,�` .' � � L'... , ,, . 2 I llt� G \ I 7 -11afr- , - D��- \ ,� �. " ,, - �,,r �', "'l -11-� ` , "' E � I ," �14 "_3 vn��- - \ � _,r, � I 1� '��:,� I-) _�,r� , �� .1 1�",t k, , ll � - - --- �r � OF LIGHT POLE BASE AS SHOWN EX15TING AND PAS PRESENTLY KEYED TO THE FIRE DEPARTMENT MATER KEY FOR ACCE55 TO THE w u w Q4 -- Z 0 - U) M E- Z - co 5: �� w X Z w �� ::� 0 , 11 - I- � �i �. � 1 ; - 4j."'..". / i 1, I e I 1 - - ,\ 11� , I 11 -7 � i , � � 1 10 " I I NV z 611.00 , �,� 4-,, 0 ,� E*' 1� k - � -1 I CIS 6LF ("t DF,AIN I -- - � S N'�, AFTER GRAD ING - -, � \ k 1:)� tc� ,�, �1.1�� /� .__ I - � , �� I 3 1�0 VC 5C)f' - I, i -� ,X,, ,,�r ( e, --i- - -:'�7." , / (", -�,C, � I , I k -> I I ", I a �,',, , 1� _.A ,,�� -111.1�1-11 1,r,j. t�-'e'-'r, �, -' I "gi, -1, " � �+ � r , ;��,� -� \ --- - �- ,,, 1 1 , .� I m--,�,,-� fA 6 " " �,� ,,.. ,15 COMPLETE , I -� 'I I/ t \ �(A�� -- ---I --- A - " -1 k-, l \ I �11'1, .�� % I �� I l c - - - -1�, ��,, -�.-)) BUILDING DURING A FIRE EVENT. THE OWNER WILL ADD A KEY INTO THE LOG BOX FOR ACCESS TO z ,.� �� O� 0 �� u .11 , ; m�,�-,', "I ... -W, - � ( , \ - �, � " , .1-4, 11 � ,f 1 ,� , �, ", , i I 'I E� . - 4-�- -�07 , I - '10, ...... 1'r 4,,,,,,,;4.w l -- ---� � -- , .v', , : � r. � � .r,*,*--+ .... ..... I ... ...... � --Ir , I I 1.1-1 - A, i i ,,� '/"A"11-5,�e"",�� 4- ... . I ,,�, �","�",�� o-11 10 \ \ ,I(, � 1, \ " , \ , � � � 1i I '0 , � �12111 "� /�,,, ,�- W�-" I IN, - I - / 4' i " ' , I - I -1 I I 1� - - -- q� ,-1. -"I- � � " i I , - 3. --- ''. � ",""'r r. - 10 � 7NTRANCE 13. 1, , I P,,;,,r- '. 1, IC 1��4,4 L I RO -35 I\ �u) � � , � , - , 1�q [ - 0�; DF,AIN5 - U) � i I � � r, 1' LF, �"Il fDVC 5DF A "-"-` I ::-��.- =X� 1-G-1215 ' 50 \ � - k�V� ,,, I � -- -- � - - " � I � V��, " , I ,�' -, ,�� ,,, -�,-- I " ,":, THE GATE TO THE FDC. <,- �01" I 4. SEE SHEETS 4a AND 5a FOR SITE DIMENSIONING. �-4 U) �-4 > 0 x Q4 r4 w U `` V) w 11 �4 I , t1*"1OrL11. I / /,I j I - ---. --- 111"'N"'Pw "I., '. - ,� I c (�,--�Ek �� T-zt ,r----- - , -Ie�'? W� 33 �7 7 � - � I TIE TO EX �E� 111� -1 -, -- il.-- 11 - 7- -- ,-". .'�, ,\ 'A"N � _ .. I - 'III I p,c)O1F OF 11 ��,-. - - - 11 ,1 I I -- ' - -� ". - -,�' �� , " 1 '�� -IAN�r F`?,A1-1m �4 "I'll, - I� CURB . --- :r-, _`-,.-.--,--.-,.!,- �7, " 1 ...... ��',-�= I "I -- �,v " V 1:1 - -,:!�l,, ; )! 17 �, r7�) 7 I � I � I � -e � ��, ,,/:. -�_;� --,�� IL I I If F , � ,,�---, -1-II-.- -- - i��-, � ... -- 1 =- � .3 "I ` 'A. - - �1, 80. 9() @ MAI � PROP06ED BUILDING TO 00 (06153 76 - � - -,--,, ---�I---. , -Z�� l , "�� I a � � I � I �, INV, / - -..� I 11 .1.......-- --- ------- ,I - I ,.vn�M --��l FF =- 6 EX. ROOF LEADER i�^ UTILIZE EX. SAN. LATERAL j -- - � 1.11 I -, - �1- �-- - ., I �.�- -, I -- c, , , 1 , - --- ---k ) '' � I 1� A � " � � 7 ��'�- ), ,,� � - " �I ---5 1 1 , I -1--,-' 1�*, ,� I ,-". ,,, ;1011�' j/ / 5. LEGENDNOTE5: A. c15 = DOWNSPOUT 5. DRAIN DE51GN BY OTPER5. w x 0-1 -,� Z I �� X -el u 44 0 Z 11 c *� cz) Q4 <4 Q-, C\,2 � , , *1-7 - 7 f -- , " � � � ",", r 1,,-,p- f -- I 1. ' -�- -, 1 - ,�, ,�, � TO 10" -:4 w Q4 (::I i� --A "�;,1�0- 1 �, � - - ,.-.I'-.-". � I I rx 7, 11 9 1 - - ", _ ' . , 2111, -le -'� �� ,,-,r I ' E� 11 � - I -- --- I 50 S I L- - � 'r,,77,4? I l, �'�,, --- - --� �� ,�1-11, I �� /I 11 C. DOWNSPOUT LEADERS CONNECTING ROOf - DRAINS TO BE (o" 5DR 35 PVC. !.� E- W ,.� �D $-�- E-. t< Cjr ,,_Ir, I ,k 14, - -- - 05 D I ) - ko ? r015 f GN � I 11 I . f -)�L PROPOSED BUILDING TO EX. ROOF LEADER , "I , '' 56?-4 " I --11 I, - "-I ` , "I 11 � , , �� &-� , �1� //',,, (o. ANY CARGO CONTAINERS AND/OR TRAILERS w �:-- m I I i -- "t j--,�-- 7 �'�,',', 11 I 4 r , rr. UTILIZE EX. SAN. LATERAL '� - I - I � I �� . ---. --- -- 24 Is -,� S 1-1, I q! � � -- -A- 1 .- � '�'� - j�l l " - �� /\ � �, � �', I li SHALL BE REMOVED FROM THE SITE AFTER E- 11 c/) x Q, x w `< I - , � Sw 45' 5F-t4t) � tA .1". t I -- - K I -1 to GND - 5 I - - � 13, T� � �6" ,-- I � /31\ -10 �v- - , � 1,3%,& 1� " r I �- ... 11 I ., ll , - 22, � . )� I �1 � I I CONSTRUCTION 15 COMPLETED. I W Q_ �, 114 I � � - ---:�:�-- % L , I I OT- I 0 eo � �?J\ IN\,/.z ('11. , I I , � � , 1, -m�' F . j F-35 I— (P Tn � /,�, X - 'KIT , 1 1 I - 51) � ,� � > 1"� I � I I � 11 1 1 I I '1 N (3) �l � �� 1. PROJECT DESIGN WILL REQUIRE THE UPGRADE OF THE EX15TING 1 1/2 INCH METER TO A TWO INCH � - 6 11 fDVC 63 e- � 4-�t-',. - -1-r- - 11, -T ,n f -A/ --A -_ IE ,5) ,, P77, 8� �, , 1� ,.,, I _ � 3,5 � I � 1, -- ,--- _ EXPOSED " -r DRAIN 11 1 i 64 . , l, ",,,, � .- -- l � -- 1� F,06� I � lI - -'E'( - , , 11 1��'11 11,� - -1 I I ,,,, . � ,-- I - 11.11� � (S � METER. OWNER TO CONTACT AND APPLY FOR A w Fq 0 I-, co 0 1-�, -q- 0 -,, 0 ---, 0 �E 0 --� 00 / � ,� I CO FOUNDATION Al I i ,:.�- - ., ��- - 111'�t , " 11-1 , 1, I - , - ", %-- ,�� I TWO INCH METER WITH FC.5A. UPON APPROVAL, .< co 0 C\2 C\2 �-11 1-TOOP&WOOR � I t 1,�-,�,,,! 1 12, 0000 11C�)� -� "" I I', I -TIE TO Exr5TING SIDEWALK— --- --- - 1[,' -- -- I , -71 \1, ,,:, I I I ��, � P05A WILL PROVIDE THE METER AND WOW Q '-11 -,, --,, '-, I-, --1 'P, I i �0) I . - 1�11 I j I , 677.45,. 1 " I - .� I ', �-- I 1,c,�, , �k Lij I - NECE55ARY TO REPLACE THE EXISTING METER -4 -4 --I 4 1, I -". , - I . ,i --- � � I I I I I x I I I ", I�c-� --- -- -- -I-A) 1`�- �[ 1 ��_- I I � . . 111� -- - � WITH TPE NEW 2 INCH METER NO REV15ION5 WILL -�) LJ:Ij � , - j� I ,- , I r-rj ".rr �, - I— i I >< I I �� ---- � � �1 A I -- - � � ,I I I , . �c' t I -- -- (J) � -i�. M I I - -- - i,.--- I I I 1-�� it 1) -, - " - -� t�j� (I �� r .. ..... 2 11 61--.1 I �1, I (� � �, � BE NECE65AFRY TO THE METER VAULT. THE INSTALLATION "I H Op i I - � I " �, I -t- I � " I 'I - � 43% - q � -* � (r)JI � , I f (,,�� -t- " -"-, I l 1 i i STORY t, slo�'a I' , - I � ,I ,� ONE - � - 7ZI i I -- �1 El" r "2 11 11 0) I -xiSTINc I c� I I 1- ,,� I -Pl' ,:�� - -1 , C114 - --- , �-�, �, r, , �� ,�� ,- -:�, , ,;� c I �� I:il:-- � � � � �� 'III � 5. PROJECT DESIGN WILL REQUIRE OF A NEW I INCH METER SERVICE INTO BUILDING 3. FCSA WILL PROVIDE THE MATERIALS AND LABOR 11 I . I i 7 .111-11: UILDING -, f3WI-OINCA �, ITION r ��J�11L - 1 I ct) ' :�-.L.. � x ( 7 E TE 13 I'li , � 1, At:)D 11� c� 1-11 - � ; '�- - 1��, �<�- � I I -- FOR INSTALLTION OF THE NEW SERVICE FROM THE -1 )� 1-" 1� . � �,O,t\!C!, �-' 25,345 SF I ,--- '-1- 10 t I , I -- - --- � � r) �, i ,/' � ? 1") I D, oRivE � #'141 SECURI i� , I � I ,� - J It j I L I ill- ,,, �� t'.. 1� C11 � ,I -------i�Na-WAIER LINE, THROUGH TO THE METER. RANDY L PLE R �-, A -- 1- I �,r, I I.- - � ". I �:.r-. = (050-,�o I ".'K , " - -��7, , T'� I ,17 I F " ,�,, 7' / �., 6 ,04 0 -XI5TING I , , ; � '11L -- -- 1. -- ---I , I, �p I MATCH J " ) I—- � I I" " 11 - � � "I' T � `111- I 1"L'� � I * � "I 1,1 " R � CONTRA J I 1 ,Z,14, �1! � GTOR - I; L-A LIPE METER AND ,O Lic. NO. 32809 1�0- , P4 A� - mr, /-O � 1 Ir" - --- - --'t 4) BUILDING ,,, I " ", I � - , IT, lol� .�, � --- -- � I 1� I, I 1-N w 45 5F A'Dr)" � i i. - . I> ,� /�,, , 2513 :"- I I � i A 1 ,'�' , I " � --'.. 11 I ": ---.--- I ,,,, -..- I � � I �� I �1 - � ac .t I � � 11 I W. U) EXTEND INTO THE BUILDING. -- ------_ -3�,4A -2M j , � ,'� , \ I - -- I C�o TO � �� ", -� kr . I— �' I I �:.r, = (0 50 - � 4 1 I -, - ---- x, I 11 50 11� , I - - � I I (P ", ?�� I j -i'l , �1 1. \ , ,�, c . - -- 4 11;�- 11 � �� 11 �� cl I � --(O% iI �� I dr- I - 10 -L i I I I l - -- - - -- - J��\�-- � 0 � MA�GH EX15"G � I - lII 11 I �i 1 ) - t I , ca �1 10 -- 1, r - -1. .. i 2 1 -- I l �j "I _,a- " � I �- t- ---- > _ � __F , -1 e- � I --I - ---- - �� - -- - I ""6 ` . - t I I -, --- -1 ��"i �11'1"-, -, l I cl) Q �, �j I T- , I 1101 I i - . > -- ,, CT� T- I 19 l � , \ I I - I - - -, --- - � I 80T I I (":, 'i ,,� "I I "-. 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WYE CONNECTIONS " - , 14 (5y ( ;F I , 1, I 76,8-', 1 - ---I- - ----- --- -,- -, - f I � - -- �r" -- 1 �3 i, I C:� I I 1 1, ;�; I 1i �-. Z O-) � - , IDE51 t, tj --.-r -�- --- I I � FOR ALL PROPOSED ROOF I I.- EXPANSIONS SHOWN PERE DECK U "Il'l � 1, 0 0 O FI, .. �10 11 0 Vj�R 0 �-- -:l�----;�-- - .IEAD 000'�,; 2 I -A 5uli-DlRcs *3 � , "I, I ,� S 77 !I I I , , DRAINS TYING INTO EX15TING TO UTILIZE EX. WATER .1 00 - -TION I ,� f- �. T- i I !11� �)) ,� 1,�, ll . I �� 1, - - r TO - , '' I� I � E- Q� W I-— I, I 'lip ,�11 '. - I - SF ADD . � I -�r r -11 I ROOF DRAIN SYSTEM. SERVICE AND FIRE I / �,o DOCK ARFA 3,531 ) ", I T "I'la, j ), 1 11, 14R. I 11 "It "' * � ll, I 1 11 .� * � �E , , ,�,3 11 � 0 0 %- I cy' L C , , "I 1� I ,. N � , - I 1, )ADING, '1,11'-1�1111T �, , I -- / 'TO ��, 71 fi, 8 , I / , , , I IT r 679.90 ( DOOR -11,11 '' r XIS - , . 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A'O' ,-.- - --a,,�-, -- - -- -, - - - -IV) / / / '(DE5IGN k19 - -, E .-- -.,- IP , e 14- LOCATION / / /, �� --- 1-1 / , j 1� -- - - -- - -- - -- - --'-"- - -- - --'- - --- " / / - -- -- " �,,� I / / ) -'- ZON -DIVIDE LINE-. 11-1 "" 11 1 - OTHERS) � I I �: " � I �� 11 L i, � � 1j, , - I—- ,,I '-1--' \. , , I (---- - � , � , � _�- 1-45* BEND , /"'I'l �� FV IN� STM PIPING INV, OF 10" 6 I V. : (011.00 FOUNDATION = � 11 -- ROOF DRAIN -,-- - 110" � (11" , /' / - -zY ,-rp-'� 11 .I- --' 4 - -- - 1-� � ,�, �,� 1� , // / - � "I, -� 1. �, -- I - - - �� - -1 - - " 1,, , I / -- :;;;� -- - - -,- - I- -- - -,.-- - -- 11-1 -1 / / / - � [I � , -1-- d5 � -,----'- b I 1 21 'r�\- I , ' i I 11 I TAP AND SERVICE I I , - I\ " - "' -I- I I- / " / - ... .... I,- - - -- -- �', I - 11, ., - - - / / / r-' '� .-?� - -- - - --- N , -- - I J 5 i 10' OF-4"S'_��351, .� `THRU METER BY FCSA ' I "I ," DATE: 6/29/07 -- "I PVC 5TM IF - ,� -1 ,.--.#jaw.-, 1, I ... � , -,-"- 11 P"?- - - , r ` . 'I - ', ') � ",", , I I I & - f� �7, \ ,, Ill ,,,--,, -,,.� --,, CIS- - "I �� , t cls d � I I 1-1,111- I SCALE: 1" = 30' TA4 64-A- 159H \ // . /�,,, /- ,,, 1/' " � � -1 � . 1, '-<�-111�? "I �,, i i� � " " /,// -\jl EFG, L C INSTJO30027882 \ zoNE. Ad 1 & B2 , / , , ',-- , - 1 11 & � I I � .. -rSTM �/, j , " I ... � r' � :-7= = - --- ��-.-�� -7=--�, I l ]LUTE CONNECTIOK I—— -1. 1 , � I '��; �� 11 211 ') �, I 10 THRU x 4" 1 1 I I 1 V'X211 1 1 / . I A I , , '� DESIGNED BY:WRS/SBW .� USE.- VACANT \ � I- -.I..- -41U --f/I 4 , �� ",�-` .- � � 1,---J---+- F IFO 4- 1 k � E D UU 6\ - , , " I- -�\,\ � , I"'.,:- ,/ - - --T i , ," r FILE NO. 3015LA 11.1 F �-:�- , 0 ," _ ,��, I -: -- , � ��_ I I 1 " I 1 " 1-4 BE� � , I /%k 1 I , - - III WATER METER ; ' 36 LF, 2" CT5 POLYTHYLENE I �'i, (METER PROVIDED i \ TU5ING INTO 5UILDING 1�1 (3'5.0.C. OFF5ET) '41 - I I I I 11.1 1-1111. �,,�;�, '171,114- ',/,,,,-,,-,, ,,,,, 111 �vl "'' , ,5YFC5A) I 07-069 . \ I . NAVY FEDERAL CREDIT UNION SATELLITE PARKING l33(o SPACES) DESIGN UNDER SEPARATE PLAN T.M. 64-11-13 SAI PROPERTIES, LLC INST. No. 030024440 �,� ZONE M 1 USE. OFFICE __- _ =j 1 LOT 10), (WESTVIEW BUSINESS,GENTRE __ ■i DRIVSEC R►1Y M 64-11-12 LOT 12 WESTVIEW BUSINESS CENTRE 50 300RIW234,22 I - == ^N `^ CG_ - - INST-10 NAVY FEDERAL CREDIT UNION INSTRUMENT # 070014863 4.1916 ACRES VACANT = _ - -~ `- ' - _ // - %-' - -� •• _ ; , �. \ \� ! W o 0 000 ZONE.- M 1 USE., I!� _��-''� cd tm r. _ _-- — -'— r == ` — " •• - .°_-._- `_ I 11 �t t t 1 i '�., �� -� ' ` f ` „ i TM 64-A-159N BRADDOCK STREET PROPERTIES, LLC N M � 4 W Q) - � � w ,.!`— --- -------- _ - __.- _ __ -__-- •• _.r- � y _ ZONE.- USE: OFFICE V S Q) 0 t ... g.0,5 m 13 � t �-- 1 t , � t_ , ,+ ,_ --�� NOTES: � -T -= r __I -`-(�/ tJ 1( g, t _ 1 j� ' _ C ' _----�'' I ` - i _ NN 1. ALL CURB RADII IS 5' UNLESS LABELED OTI�ERIUISE. 2. ALL DIMENSIONS WHERE APPROPRIATE ARE MEASUR bn o w vl f `;� _, _ ,. _. - , _ - - 1 ` - f _ �� i TO BACK OF CURB. = _ - ' _ f �'' Fes•, CO U) Z z p U W O �0 E- Z z u � -- •---�-__� FF 680.90©MAIN ENTRANCE - — —� 3347 _ _ � � 1 c o \ � fz � a mw_ z �� aw a Q �w �w a Q O O O Q O O . 12m m EXISTING ONE sroRY _y T 0 BUILDING CONCRETE BUILDING �aDDITION DRIVE 45 5F I __ _ y 1 a_ CURITy d �1 t F F F. _ �50.90 TO 63.5' I ....._. _.._ -- . ., ----_-�'— N Y L. KE LER �-� I BUILDING ITION 25 345 5F ADD MgTGN E>c15TING - — _ _._-...� _ .._ I Lt -- _ _ LIC. No. 32809 W (� 9m -- -- - 1co coo) I S Cs IONAL p MATG D Lij cr Ij4 (� GK DE SIGN - I 92.0' � Q ' � P qT l0 DE AREA BW 1D51F ADDtAGITION A, 3,83 ( - - - __._ __ _ � - -- ---- - p I� f( �� W 0 p�"lf _ DOCK FF = 679.90 C+� LOADING D �50.90 TO '--��. FE• EXISTING I` !! r \\ �l/ - - -- � l� I � � �- � TGH 25.4' 0 y �,i` L 325" I'; � f E- cl) Z Q w UTILITY �' ". ° 'E�'"' •-- ° n ° Q ; 1. '"' _^� 6 + Ilj E w- TOR BUILDING GEYNEORTgH S) w, (B o Q �'— I- r - I ° Q ( © ( 1I I �I T64-A-159E EFG, LLC ~O U EW U1 1 --- _ ____ --- ---•- — ._.^.-----, n �, -" °Q ° ° ° INQ 4 .�. �J) ! /ICI I I ! ( 1 0 �' I ! �/ i %l 1 INST.#040003382 USE. VACANT ZONE: V � -- ui1 o 2� BUFFER S a Q I I I I ID ( (�� 9.0 3.5' '( ID W WU. - 9' z' CURB ,ACTIVE ° Q ° ° + _ 0 r ---- = `� I W > � - -- ITYPJ CUT --- --- Q CG_6.Of 12 , R = 0. � > e, INACTIVE-5-UPPER.. • JUNIPER SHRUGS (MANY DEAD OR DYING) 1 M 1 ZONE B2 ZONE 12.6' 315.8' - 116.9' - 54.0' DATE: 6/29/07 SCALE: 1" = 30' \ TM 64-A-159H DESIGNED BY: WRS SBW EFG, LC INST.#030027882 \ ZONE: M1 & B2 30 15 0 30 60 \ USE: VACANT " FILE N0. 3015LA SCALE: 1 = 30' \ SHEET 4A OF 9 0'7-069 NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. COMBINATION 61t REVERSE CURB & GUTTER MCGRAMEDISON® DESCRIPTION general area lighting applications. An aesthetic reveal in the formed aluminum housing gives the Galleria a distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Galleria's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application. SPECIFICATION FEATURES A ... Housing C ... Ballast E ... Door Formed aluminum housing with Long -life core and coil ballast. Formed aluminum door has stamped reveal has interior -welded heavy-duty hinges, captive seams for structural integrity and D Reflector retaining screws and is finished in is finished in premium TGIC ... premium TGIC polyester powder polyester powder coat. U.L. listed Spun and stamped aluminum coat. (Spider mount unit has steel and CSA certified for wet locations, reflector in vertical lamp units, or door.) hydroformed anodized aluminum B ... Ballast Tray reflector in horizontal lamp units. F ... Lens Ballast tray is hard -mounted to Rotatable optics standard. flat housing interior for cooler glass. operation. FLA COMPLIANT FCO In all flat glass configurations. P e we r c d by F==COfV' technology WATTAGE TABLE Fixture Size Wattage GSS 70W-175W GSM 175W-1000W GSL 40OW-1000W DIMENSIUNS Arm Mount Spider Mourn FIXTURE A B C D E F GSS (in.) 9114 112 12718 15518 Ears 3114 (mm) 235 38 327 397 152 or 229 337 GSM (in.) 11 312 191/4 21 314 6 or 14 15 or 16 Imm) 279 89 480 552 152 or 356 381 or 400 GSL (in.) 1412 41/4 257/8 27 6or 14 18314 or 193/4 (mm) 368 108 657 686 152 or 356 476 or 502 Coeur ughting Specifications and Dimensions subject to change without notice. www.cooperilghting.com Consul yonr representative for additional opflona and fintshea. GSS/GSM/GSL GALLERIA SQUARE 70-1 OOOW Metal Halide Pulse Start Metal Halide High Pressure Sodium ARCHITECTURAL AREA LUMINAIRE ENERGY DATA CWA Ballast Input Watts 15OW MH HPF (210 Watts) 175W MH HPF (210 Watts) 175W MH HPF (210 Watts) 25OW MH HPF (295 Watts) 25OW HPS HPF (300 Watts) 40OW MH HPF (455 Watts) 40OW HIPS HPF (465 Watts) 1000W MH HPF (1080 Watts) 1000W HIPS HPF (1100 Watts) EPA Effective Projected Area: (Sq. Ft.) [Without Arm] GSS: 1.2 GSM: 2.4 GSL 3.9 [With Arml GSS: 1.7 GSM: 3.02 GSL: 4.90 [Spider Mourdl GSS: 1.04 GSM:2.22 GSL:3.7 SHIPPING DATA Approximate Net Weight: _ •r- 36 lbs. (16 logs.) 79 Has. (3611 -�- 8B lbs. (40 kgs.) Tar"�f ADHO60509 04/27/2007 8:03:47 AM NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. I 4" 2 R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE a e EXCEEDED STANDARD CG-7 IS REQUIRED. e ° D ° D ° o b D6- e A e o p e p e e a e ep D a e e > e ° e p The bottom of the curb and / gutter may be constructed parallel to the slope / 2'-0" subbase courses provided a I minimum depth of 7" is maintained. This area may be concrete SPECIFICATION COMBINATION 6" CURB & GUTTER REFERENCE 105 sot VIRGINIA DEPARTMENT OF TRANSPORTATION - -- 201.03 GSS f GSM / GSL GALLERIA SQUARE ORDERING INFORMATION Semple Number. GSM-AM-4MMH-MT-3V.SG.BK-L GSL AIR 11 400 11 MP 11 277 3F FIG BZ Product Family Lamp " Lamp Type Distribution Color - Accessories " GSS=Galleda Square Wattage MR; Metal Halide Horizontal AP=Grey OSM-FMHS: Ememal Hose SMe Shield -224 EPA. Small 70: 70W all Pulse Start Metal IF: Type I Formed+" 82° Bronze G94FJCTHB. External House Side Shield - 2.4E EPA GSM' Galleda Square 100:'Crow Halide(CWA) 2P: Type II Formed Black rm MA1004XX:14- Afor Squaw Pole. 1.OEPA25 Medium 150: 150W HPS= High Pressure 2S: Type II Segmented+a WH. White WH MAt006XX:6' Arm for Square Pda. 0.5 EPA2e GSL: Galleda Square : Sodium 3F: Type III Formed DP: Dark Platinum MA1006XX• Direct Mount Kit for Square Pde2a Large 25OW175W 290`50W S0 MPE: ECON a , 3S: Type III S mented'e � GM: Graphite Metallic MA1007XX: 14' EPA25 mf for Round PolPole. Mounting Method 320: 320We Election Powered Pulse 4S: Type IV Segmented'e 0..0 MA1008XX: 6* Arm for Round Pole. 0.5 EPA2e r AM: Arm Mount' 350^ 350Ws Start Metal 5S: Type V Segmented'" Options " MA1009XX: Ored Mount Kitfor Round Pule" AIR° Ann Included fore 400: 400W7 Halide FT Forward Throw F: Single Fuse (120. 277 a MA1021XX: 6' Ann for Square Pole. 0.5 EPA3 Round Pole 450:450W5 MPD: ECON a, 10 SL:S II Light Eliminator'?7V) P 0 MA7022XX=8'Arm for Round Pole. o.S EPA" AI$` Ann Included for= 750:: a Dimmable Electronic CA: Cutoff Asymetdc FF= Double Fuse (208, 240 or IWA1029XX` B' Arm for Square Pole. 0.5 EPA3 Square Pole I00 1000: 1000We Powered with EHS 480V) MAIM4XX: B' Artn for Routs Pole. 0.5 EPA3 SMt: Spider Mounts Pulse Start Veniul EM: Quartz Restrike w/ Delay MA7029XX: Wall Mount enacts' with 10"Artn (2 3/8" OD Metal ( Hot Restrike Only) MountBrec MA1046XX: Well kat3 Tenon) Halide AR: Area Round Q: Quartz Restrike (Hot restrike MA1208XX:11 V7Ann and Round Pole Adapter. 0.8 SM2: Spider Mount (3" qS: Area Square only) EPA OD Tenon) voltage " 3v: Type III Vertical R• NEMA Twistbck OAt0e8XX: Most Arm Adapter SM3: Spider Mounts 120: 120V RW: Rectangular Wiide's Photocontrol Receptacle- MA101OXXz Single -arm Tenon Adapter for 312.0.0. (3 1/2" OD 208. 2D8V HS` House Side Shield- Tenon Tenon) 240= 240V Lena Type EHS° Extemal Adjustable MA1011 XX: 2@180' Tenon Adapter fo - 3 12.O.D. Tenon 277'277V FG`Flat Glass'9 House Side Shield MA1012XX:3@120'TenonAdaptsrfor312'O.D- 480:480V SG' Sag Glass VS' Vandal Shold23 Tenon MT= Multi-Tap12 L° Lamp Included MA1013XX: T@80' Tenon Adapter for 3 12" O.D. onon TT' Triple-Tap'2 MA1014XX• 2@90' Tenon Adapter for 3 12" O.D. 5T 5-Tap13 Tenon E1: Electranic'4 MA7016XX= 2@120' Tenon Adapter for 312" O.D. Tenon 120.277V MA101 BXX= 3@90' Tenon Adapter for 3 12" 0.0. E2: Electronic Tonon 200.277V MA1017XX: Single -arm Tenon Adapterfor2Yf O.D. Terwn MA10110OK: 20180' Tenon Adapter for 2 318' O.D. Tenon MA1019XXr 3@120' Tanon Adapter for 2 3/8' O.D. Tenon MA104aXX• 4@90' Toro, Adapterfor 2 3f8' O.D. Tenon MAI048XX: 2@90' Tenon Adapter for 2 3B' OD. To- MA1049XX- 3@90' Tenon Adapter for 2 Yll" O.D. Toxxt MA1060: House Side Shield for GSS (Field Installed)2a MA7061: Howe Side Shield for GSM (Fieldza Installed) MA1062: Home Side Shield for GSL (Field Insteled)26 OA/RAt016. NEMA Twistlock Photoconaul - Multi -Tap OAMAl027: NEMA Twistlock Photocontrd - 480V Notes: 1 Arm not Included. See Accessories. 2 Arm length varies based on housing size: 9- for GSS, 11-12' for GSM and 14" for GSL 3 Available on GSS housing only. 4 Available on GSL housing only. 5 Mad ium-base lam r GSS ho M ukb p to S w rig. og s l n SM and h I it I a e amp o G a GSL ousings. 8 On y svelte a in 400, 450, and 760W Pulse Start Metal Helida for vertical mount only 7 Requires reduced envelope E0.281amp when used with GSM housingand flat less vertical) g lam d o ice. 8 R y pe pt "gores reduced m T- 7 I I lid f r I mount a cede a opa 8 3 amp when used with GSM housing. 9 Only available In 260-400W Pulse Start Meta Halide o vemca only. 10 Provides 0-10V DC low volts a leads Y g used !,dimming control. 11 g Product also available in non -US voltages n S o agec / availability and ordering information. 12 end 60Hz or imemetional markets. Consult factory for ava eb ty o g Multi -Tap ballast is 1202082402T7V wimd 277V. Triple -Tap ballast is 1202771347V wired 347V. 13 5-Tap ballast is 120/20g81240277/480V wired 4BDV. Only available in 400-1000W. 14 250W only. 15 Medium housingfixture only. 16 Maximum wattage on yeB s segmented optical distributions Is 400W. 400W Metal Halide I pt e a tle amp must use reduced envelope EO-28 lamp. Not available In GSL hawing. 17 Must use reduced envelope lamp, not available in GSL housing. 18 RW optic not available with flat glass. 19 1000W GSL with flat grass requires BT-37 lamp and is not available in AS, RW, SL or3V distributions. 20 Other finish colonsavailable, including a full line of RALcolor matches, Consult your Cooper Lighting Representative. 21 Add as suffix in the order shown. 22 House side shield available on 2F, 3F, FT, 2S, 3S, 4S distributions only, and all vertically tamped distributions when combined with sag glass. 23 Arm mount only, 40OW Maximum. 24 Order soperetely, replace XX with color suffix. 25 Available on GSM end GSL housings only. 26 Compatible with sag lens vertical optics only. 4" REINFORCED CONCRETE (WITH WWF) 3000 PSI 4" SUBBASE (21-4 STONE) L WIDTH VARIES SEE SITE PLAN 1/411 = II i • e d �r 11 `'F d O d a d d o e 41I o � =1 I 1=1 I El I EI -I I I I I I I II I II I II COMPACTED SUBGRADE (95% DENSITY) CONGFETE &11DEUJ74LK DET,41L (NO O S LE) concsw Lighting Specifications and Dimensions subject to change without notice. ADHOS0509 www.c-pedlghting.com McGraw -Edison • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800' FAX 770.486.4801 G4/27/2007 8:03:47 AM ON51 TE 7�F I G/4L fi , VEU TENT SLGT I ON NOT TO SCALE L I&4T F AVE1„IENT SEGT I ON a�4• a�'••a�4•'•�'•'a�'••e�a••e�e••e�e••e�e••e�e••el i � � • � • � � � PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. INSERTABLE SHEET A59 CC-12 PERMISSIBLE A CONSTRUCTION 45 DOWELS, B" LONG JOINT 0, 0 12" C-C MIN. 4' a 10+1 10:1 B MAX -t MAX B tJ TRUNCATED DOMES SEE SHEET 1 of a FOR DETAILS A TYPICAL DESIGN 8' 0" 4'-0" BACK OF CURB 12:1 MAX. 481 MAX. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. A 4'SOUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL J BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. � o Y fin J ==M '3- C) In In - O ALTERATIONS CROSSWALK c� n UflwZ)yyriI_n TYPICAL PLACEMENT U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48"'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CON STRUCTION,6 FEET FOR ALTERATIONS. SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ET 2 OF 4. NEW 7/051 203.05n NOTES: CONTRACTOR SHALL FIELD TEST DEPTHS OF THE GRAVITY AND FORCE MAINS ER UNDER THE ROP ED RM ND GR G P R T ON CTI IF S T THREE FEET OF COVER IS F D B EE E F CE AN GRA Y SE R A THE OP D GRADE ELEVATION, THE ENGINEER SHOULD BE CONTACTED IMMEDIATELY WITH THE INFORMATION FOUND FOR A DETERMINATION ON HOW TO REDESIGN. FOR CONTRACT PURPOSES, CONTRACTOR SHOULD ASSUME THAT THERE WILL BE NO REQUIRED RELOCATION OF EITHER THE FORCE MAIN OR GRAVITY SEWER LINE. OWNER WILL ADDRESS IF NEEDED BY CHANGE ORDER. 665 µ 8M1_1 665 Lll PROPOSED POND "A" REGRADE GRADE oEXISTING (060 ,- I � I I 655 / I PS ACCESS ROAD 650 645 II PR rr 640 H Ill � U �Qto -1 v 635 � � � d) � w O to N �4 itt0 W oD t9 n Ld "� Z W �9 ►D X l W Z� azz z �a it `r� a) r1 ;nzz - z d - WW 630 0WW �W �� 9+50 10+00 10+50 11 +00 11 +50 12 +00 12 +50 13+00 13 4-50 EXISTING SANITARY PROFILE ADJACENT TO POND "A" 655 a 645 640 635 O 630 14+00 Ln 50 25 0 50 100 SCALE: 1 " = 50' a Z W W Z Z WCQ o L0 >1111111 co C\2 C\2 � -,I- Q) co C\2 CO toRom L10 0 1 Z�y x LO � Co LU ��r4 N litto U 0 N E-r .� Z\ O O W co Q a 43 W U W � � O U z� O > 0 a x W ¢ a Z � L 1_4 Ia4 O W E-r W Y) p� t- CC) Q O '4 . -1 O OF U RA Y L, &LER Lic. No. 32809 W �SSIONAL �� W (DW F-I--I >1 Z ~I W O UIssiorU OI� C0 J E > �1 W O Z w � � O W V V1 x W s< W E w W LL � 11T, Q > > z O Z <� W Ln W � II W __J can DATE: 6/29/07 SCALE: AS NOTED DESIGNED BY: WRS/SBW FILE NO. 3015LA SHEET 7 OF 9 07-069 En 0 0 CU (V 63 L0 CV c F-- 3 U 0 m i vi C C_ (1) ai c o, C w i L Q7 C a� U �o 0 3 a� U) CD 0 m i Cn C' a 0 7 FM GENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP ORIGINAL SITE PLAN 1. Methods and materials used in the construction of the improvements herein shall conform to the current EXISTING INTERMEDIATE CONTOUR - - - - -- -` SCALE 1 "= 2000' � County construction standards and specifications and/or current VDOT standards and specifications. --332 - - -- - -` Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 --°- ---- ~- 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion W must be provided prior to issuance of the site development permit. The approval of these plans in no way and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 W relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P Control Handbook. 4"PROP plans, the most stringent shall govern. E/P � 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT EX C4G (VDOT) and Frederick County prior to construction in existing State right-of-way. V2. All construction shall comply with the latest U.S. Department of Labor Occupational. P Y P P Safety &Health Administration VOSH EXISTING CURB AND GUTTER __^ _ =: __..= :__y = ___ ______ .=� �- CITY OF Z and Rules &Regulations. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is PROPOSED CURB AND GUTTER PROP C4G WINCHESTER W o required under State law. q V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, ,n CO 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held shall be in accordance with the current edition of VDOT's work area protection manual. CCs-b TRANSITION FROM CG-6 TO CG-6R TRANS. CCs-6R {O1� CO 01 It with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P y P P g P P Furthermore, all traffic control flaggers must be certified in accordance with VDOT's (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE --- �- -- �' :� CO responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to PROPOSED TELEPHONE LINE T T _ I 0 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V4. Design features relating to construction or to regulation, control and safety of traffic may g g g y y EXISTING STORM SEWER=f1r---- �� EX. 15 RCPj ��O z "" O 1 d cat Z be subject to change as deemed necessary by VDOT. __^__ �,� 0 � 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 4' I 0 0 O 7. g barricades or flagmen should be in accordance with the Manual on Uniform Traffic Warningsigns, markers, land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER 1 " , 4 to o a' Control Devices (MUTCD). V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER (1 . r-+ ^ 4 � H 8. All unsuitable material shall be removed from the construction limits of the roadway before placing arranged and held by the engineer and/or developer with the attendance of the p WE�T�IEW SUSfNESS embankment. contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE - r - 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California A� CENTRE Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE �� yrr ►�- 0 (�/ ,� s Eti a4 o for actual determination of required pavement thickness prior to placement. All final pavement and base an undetermined length of time. VDOT will also require 48 hours notice for an y g q Y EXISTING GAS LINE ----G- - - - ® } °' >% course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and inspection. i B°° q '4 �> Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true PROPOSED GAS LINE 0 00 p p support values of the soils in the subgrade. Final pavement design shall be submitted during construction V8. The Contractor will be responsible for maintaining adequate access to the project from the li Winehest w �' and prior to placement. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE ®_® ®�® Airport o 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. E � FLOW LINE � ...�......®..<.�,....� ...� ...� o 4 ViCtor Lane -Qjr , y on the plans and as required at the field inspection. Furthermore, access to other properties affected by this project shall be maintained �, z ,b through construction. EXISTING FENCELINE-----=--- Or Z 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall EXISTING POWER POLE be minimum 6" diameter and conform to VDOT standard SB-1. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during SITE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than and at the end of construction. EXISTING TELEPHONE POLE b one litter receptacle shall be provided at the construction site. m 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have g P P g y EXISTING WATERLINE W TEE --- --}�� - Inde endenCe Drive p uJ entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -W W ! T 1 W OU whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free O condition at all times. V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT D& N LU PROJECT INFORMATION 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary immediately brought to the attention of the engineer and VDOT. Work shall cease in that design be determined by lu U Z sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut vicinity until an adequate can the engineer and approved by VDOT. EXISTING WATER VALVE - --- --�--- w -- U 111 sheets, and connections to existing lines. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® 4 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current prior to placement of fill. EXISTING REDUCER - W-- D • aw-- -®- PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 159S F.A.R. CALCULATIONS: w standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. STREET ADDRESS: P (L VI 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER ®w PROVIDED: S Q 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN s TOTAL AREA: 12.000 ACRES 1.16 AC. BLDGJ12 AC. = 0.10 � W contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) PROJECT AREA: 12.000 ACRES Q N } prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P g y g g of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT -®-�� DISTURBED AREA: 115 ACRES GROSS FLOOR AREA: 50,690 S.F. 4 utility verification and the proposed construction. performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 ANIDfO.R JURISDICTIONAL CURRENT ZONING: M-1 -� 1L 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to g P copy P STANDARD P CONSTRUCTION CURRENT USE: VACANT SIGNS: PLACED ON BUILDING result of his construction project within or contiguous to the existing right-of-way. final VDOT approval. PARKING INDICATOR Al2 PROPOSED ZONING: M-1 OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE -1314 w - � INDICATES THE NUMBER OF TYPICAL PARKING SPACES PROPOSED USE: SIC CODE= DOWNCAST OR SHIELDED TO ,C 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans DATA PROCESSING CENTER PREVENT GLARE ON ADJOINING o m N must be provided to Frederick County prior to issuance of grading and/or site development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION PROPERTIES OR PUBLIC R.O.W.-5 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING SETBACKS: REQUIRED PROVIDED OUTDOOR STORAGE: NONE PROPOSED project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way FRONT: 15' (ALONG R/W) 71.0' shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING SIDE: 25' 296.9' BUILDING HEIGHTL 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 25' 111.0' in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 MAXIMUM = 60' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE -- --- -� PARKING SETBACKS: PROP. HEIGHT = 20.5 ^RONT: 25 25.0 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total P prices may be obscured. SIDE: 5" 26' LANDSCAPE CALCULATIONS at (540) 662-4165 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement -� REAR: 5' 41' INTERIOR REQUIRED: EXISTING STREET LIGHT y 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed b the developer or, at VDOT's discretion, b VDOT on an g y P y I SHADE TREE PER 10 SPACES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered P PP y y g account receivable basis. PROPOSED STREET NAME SIGN + PARKING CALCULATIONS 246 SPACES/10 SPACES = 25 TREES professional engineer and results submitted to Frederick County prior to pavement construction. If a GREEN AREA = 556 OF PARKING LOT geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT f REQUIRED: PARKING AREA = 106060 OFFICE: 1SPACE/2_�_-O SF 5% OF PARKING LOT = 5,343* 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER O 50,690 SF/250 SF = 203 SPACES or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement INTERIOR PROVIDED: of excavation or demolition. Names and telephone numbers of the and operators underground utility lines TREES TOTAL REQUIRED 203 SPACES 25 SHADE TREES in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. STORM DRAIN STRUCTURE IDENTIFIER 12 GREEN AREA = 5# W HANDICAP SPACES REQUIRED: PERIMETER REQUIRED: � UTILITY CONTA CTS FIRE MARSHALLS NOTE EASEMENT LINE - - - - - PER ADA = 1 SPACES 1 SHADE TREE PER PARKING LOT C1 VAN ACCESSIBLE) Z CD CENTERLINE - PERIMETER = 1,680'140' = 4a TREES � EXISTING SPOT 12.0 SPACES PROVIDED: PERIMETER REQUIRED = Q TREES W ,- O Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage: ELEVATION 246 SPACES INCLUDING 1 N.C. PERIMETER PROVIDED: � Z P.O. Box 1877 PROPOSED SPOT ELEVATION X 125 q7 SHADE TREES Winchester, VA. 22604 Any No Parking signs and yellow painted curb locations will be installed 3' EVERGREEN HEDGE ON R.O.W. X (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE NOTES. U Phone: VerP.O. EXISTING TREE �r'>> �,/�� 15" 15" 1. SITE PLAN APPROVAL IS FOR PRIMARY BUILDING. CATEGORY B BUFFER: FUTURE ADDITIONS WILL REQUIRE COUNTY APPROVAL. W W W Z W Bn OAK PINE FULL SCREEN PER CHAPTER 165-31 M v 1 Baltimore, Baltimore) MD821297 APPROVAL BLOCK (ADDED 3-13-1996) U) � Q Z ( ) 954-6282 r.. OAK IN PROPOSED TREE 2 EVERGREEN TREES PER 8' REQUIRED 510' CATEGORY B BUFFER = O U) � W W O tx �., Power: Allegheny Power MISS UTILITY 1-800-257-7777 65 EVERGREENS REQUIRED W Z Z U P.O. Box 1458 APPROVED BY THE ZONING ADMINISTRATOR 65 EVERGREENS PROPOSED O � � Z � Hagerstown, MD 21741 1-800-654-3317 11-E �'P..,,PIN INSPECTIONS DEPARTMENT NOTE: � Q � x L06 O PR_OVEE- . 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304.0 � W U)P.O. SIGNATURE DATE, Gas: Shenandoah Gas Co. ,` A; �,� :© 7" ATE_BUILDING USE GROUP B (BUSINESS), 311.0 USE CROUP 5 (STORAGE) AND 313.0 MIX USES OF THE BOCA NATIONAL � W Q Box 2400 CODE 1996. OTHER CODES THAT APPLY ARE CABO/ANSI A117.1-1992. Winchester, VA 22604 S'�.�a3- ®/ 2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A.AD � H � (540) 869-1111 SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL. 3. USE GROUP B, CONSTRUCTION TYPE 2C. U) F68 CSA CONSTRUCTION NOTES TRIP GENERA TION DATA FREDERICK COUNTY COVER SHEET >L 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. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. U MICHAE S. TICKL Project Name: Project Number: Pro 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH o °N f "� LIC S No. T CAFTI�RE CENTS Rect 3015 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH 770 BUSSINESS 50,690.4 N/A 12.76/1,000 S.F 647 �0 031162 ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE THE TOP OF ECOVER AND YOKE BAR ALL COMPONENTS OF THE METER BISTHENDEVELOPER'S/CONTRACTOR'S PARK SSIONAL Magisterial District: Date Plan: (Month, Day, Year) RESPO of BOX ASSEMBLYBETWEEN TO BE N PROPER WORKING ORDER. T SIIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5HAWNEE DISTRICT MA"' 31, 2001 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 647 Owner: Address, Including Zip Code & Telephone No. 11 S. CAMERON ST. 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. TOTAL PROFESSIONAL SEAL & SIGNATURE SHEET INDEX C. FOR ALL 1 1 / AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE. METER. CAE ORGE W., J R. 4 CAROL YN G. GL A I ZE WINCHESTER, VA 22601 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5058 DATE: MAY 2001 1 COVER SHEET 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 1A KEY MAP 2 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. SITE PLAN ORDINANCES. ANY DEVIATION OR CHANGE 1945 MILLWOOD PIKE DESIGNED BY: MSS B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 3 SITE PLAN 4 CxR4DINCs PLAN IN THESE PLANS SHALL BE APPROVED BY (_ �� WINCHESTER VA 22602 FERRr ENGINEERING , � e 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. s GRADING PLAN ro EROSION d SEDIMENT CONTROL P THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. (540) 661-4310 2 6 CHECKED BY: MSS Engineer Certifying Plan: um Address, Including Zip Code & Telephone No. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, �. PROFILES I ROAD PLAN < PROFILE INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. g LANDSCAPING PLAN 151 WINDY HILL LANE ,�pB N0. 3015 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW 10 DETAIL SHEET GREENWA*i' p WINCHESTER VA 22602 pEPT, OF PLWINGIDEVELOPP ENGINEERING ' ENI ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. 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UGE I GN5 (TYPJ S 15.0%( - DEPRESS CURB FOR bb.33' Ql' G.O ENTIRE LENGTH OF TRANCE 8g.b5' HANDICAP PARKING /, n a • �, MAIN EN - SPACES (SEE DETAIL ly✓ / • • 5' S/W G.O. SHT. 10)' ' 1 54.01 240.00' � 4 I ,1,� 5' X 5 GONG• � I'TH PAD ( 11-114° ' / N - G.O. BEND 1 O , ;� O l a I It ' , c� MICHAE Sq ICK Dl PROP. 12GRAVEL 3-+ ! 1 - Grtt j ` .�jo� LIC N 162No. ACCESS ROAD } LOCATION (TYP•) N a z POOR- c� 25,000 S.FION ''3 ' ONAL � FUTURE EXPANS ` 24.0' 111 ti o (n'P) _ 11 i� 25P00 S d O EXPANSION j -� N N 6- i 1 PROP BLD GENTER `� I ut � TIC PRGGE�'1N6 _ 5O (9q0 S.E. S of A _ 20.51 _ l z HEIGHT - oo ! __ _ A F.F boo • I `� - 20.0 I Z 1 w 2 .O' ' I Ij I W O Z x I IZ E- 0.' E, z E- 2 CURB �i i BOLLARDS (TYPa _ - __ _ _- - � � � h � Z WHEEL5TOP5 �j i GUT W/RIPRAP SEE MECHANICAL 2' GURB NOSE -DOWN (TYP•) 2gb.g' R-2.5 0O Q 8" FIRE LINE PLANS FOR WATER TO MATCH GONG. •a. d. .• R=15 + 00 p 2 W rn SERVIGE SIZE LOADING AREA 0&. ' ' ` i ti � \ 2 Z W i DOMESTIC WATER T}Zp,NcJFORMER • • e r. RECYCLE R G5-bR R=S1 I EX. 2C' TCIA�l qpfql 41 n► �-+ SERVICE o. © �, , ppGK 4' D4Gk'. GONTAi S j EAhEM'yT a o © 5 uj 2._ IGNT MEIN C,6_6 ' , P. B �95 f�; IU7 j W pq ,.•_, 11-1/40 BEND _ -- - L p.D 'n .0" °�"' 2g2.q f /� / ( p� x R; =51 r fi I1 w Q O. O � W/ ENCLOSURE _ a DUMPSTER PAD • FUTURE M t COOLING TOWERS COOLING WERS, m f.-10' NP' , a ° a ° ° Q 6-6R E- 24" S� SEN F�' <4°' I w _ I. �� L___! G. pf-TAMING WALLS o 04 o , GONG. O " A PROP. I , ° ° PROP. 10' icis 3 R=5' ME�1Z ELEG. ESMT. - I ELEG. ESMT. i -I A --- ! f f 1 A 1 by "" PROP. FREESTANDfNG APPROX. LOG. BEND C �,. R=5' / 45' f PORTION OF EX I I 22-I/2° BEND _ - PROP. 51AMESE GONN. PROP. UGE � 68' -RIP RAP c`v 5 S LINE- ELE�. SMT PROP. 8" PVG �� 45° ! OR TO t E R E� I �— R-_ 5 __-DEND I - PROP.20' ESMT. PRO _ 8 ,� R-5p GG-b ' li E T 1IZANCE Ill v- i - I I Lu ca ELEG. ES Q 20' TM .F-,MT ''- 36" STM. SEW. if F 30" STM. SEW. 3 �� t 522JURANT O EX. 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S K Y 0� 031 162 48 - RIP RAP ,�, /,:> , -' / / TONAL �� w 55'-RIP RAP ' r, •� / PROP. AGGE550 SMT. T.M. 64-A-175A LOJISE W. MILBWN 1 �D/AN 607 � W h® lGih PG l DB 563 P15 464 T pG 67 � ZONE: RA U5E RE5/D. GO N T TO EX. GRAVEL ROAD PRO 12' GRAVEL lR5 -• / P. ,� ACCESS ROAD p 1 1 RESDIlJE OF T.M. 64 A-I54F hE5TYIEW BU51NE55 CENTRE, L.G. /l EX . \1 - - - --� I --I 36�38 .0 ACRES REMA/N/NG (bY SriBTRAGTION) i ZOW MI USE: VACANT _ \� \ W O / 1 E _ 4720 _ NF / 1 ..•► 5 2 ^~ - ~` EX. 6AE31ON REMAIN BASKETS \ p��,,.�� EX c �D W W w W O -- L.V I'"� TOL CES S � OVED GOAD �_ E--+ Z Z O - _� ~ __- --OR . . < �--� CONTROL —9UAIL5, SEE SHEET 11. - _ - , U) W - jp 5 T A,TJO E. i't11 _ - _ ti� V$i� 654.16 N Qrl 5 33°4�2,q E n ✓ � _ -- i 28.00' r N Sh °1731 " E \ as MAIN Im EX. FORCE In T.M. 65-A-12OA ✓` GEORSIA E. HIL5ON DO 433 R5 624 �_ 45.94' ZONE. RA USE: VACANT 5 /3°l126" E - 1500.18' lRF T M. 64-A-154H AT A 2 1 / 5 /3 °lI '26 " E FG.S.A. PUMT' STATION LOT O50-L/VAN CORPORATION / 1 17B 712 PIS 351 31.03, INST. NO. OIG�I5.3 ZONE: Ml $ B2 1 U5E VACANT SCALE: 1" = 30' E;X ?r?' f{/t. 5l7oFF' EAR. 6 30 15 O 30 0 DESIGNED BY: MSS / 1 SCALE: I" = 30' mmmmil JOB NO. 3015 1 SHEET 3 OF 12 3 TD X vp cr. uj cQ cV 00 CQ � ~ '/ '/ +...-.+ � -' '� i ;,,a»«"^' -" , % \ \� • cq co � W 'co" ._..- -....--._ t ..--.-+( 02 CQ -- __ -.�' t / -- .. / .`--- ._..--' / 683 - � t, � ` �7 `� Liva0 W � .., __..-- _-_ _._---'""• � \ l y 1 7601 Tc a� r ..tio - -- 0) 0, -61 - '\ w � � ( s role .�'--- ~87 / 680 Tc ti � _----•� :'� : � 1 ` g a� - -' - --'` '18 Tc bl9 c ` 0-k 6l8 / _ 51 �11T 0 ' / I ^ pR� E5M( -- - �OF. i!��E ! , Tc \ ', �,11 ! C�, o 60 _- 4 role l X l2 � � 1 � ` � I / 1 � I`i rc 6..8�-is m ELE --."` 16o 1, .-"--- , ! � '' i `•' d 658 r Tc 61ro -� - ` APPi�O:K. LOG. r � m c}- -- - a`: / •' ..La — --- - - PPCI~'. 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"-= - g�8 -- --- - TC �_ Tc \ Tc \ 615 PR 6 1 -- _ _ ___- � APPRO 5 -z , 1 X LOCs-t— 1 14 . , i - - - - --� PR'OP. UGE -'.'-- �6Tg 61454 ot .- OP. 10 lb'�g roll b^ EL1=G. ESMT. 61l -b_ `_-1 / 6 4 ®OSO4 0 f x f TGC TC :=84 681Im 682 J / b�Tc I � ( / 68O _.- l -- - -- ._ - _ - _ - _ _ `680 - r 686 x681 I f - X 686 i 1 6 PF P� frZ:7x -L C7C - 6' b 68 bap - _ X 0 m , UGE 6$� 6850 X 684 _ _ - _ _ _ _ " - - _ _ - . 684 '" �, _ _ _ fob-683 -683 _ - - " b82 DATE: MAY 2001 ��'t�` � 674 ---�I � ,� --' .--- 682 _"" --••.._. ...-- -._... 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Y y to I D I LIC NS No. iL�01, 031 162 w 1 O z --1 W0 V w W z a � � F�-•1 zo � VL w l a�D 0-1 U) V� W rEr"-�, Vl DATE: MAY 2001 SCALE: 1" = 30' DESIGNED BY: MSS JOB NO. 3015 SHEET 5 OF 12 x u- C) En 3 0 U) CD m cn c L Q) CD C Q1 c w ru L C f0 JJ 0 3 a� rn a� 3 I In 0 rr) / rn Ll- .n 0 m 57 101N/ IMEN CONT - EGEND rr NO. / Sl/A L / DESCRIF TTON11 GRAVEL —� — — _ �, l , -- — — / �TEf 1POlAARI TRLIGTI / / �. ~ ` .i _ -- \ -.._. _.- - � , ` � — -" /LLJ ENTRAACE ui 301IP I ' ! 9T0I DRAM INLET i-,- /3�9 I 1�IVER510NfDIKE ? `' \ ,IM T i / "All SED EN RAP A '' / 31 - 1 I ILL DIVH�ZSION �- / �- TEI'IIPORARY AREA = -�14.& ACRES ! J ( /� 1� f RE RE \ NO LAND DISTURBANCE 1 � } 1 } ``� � 1 -"1--J -' � -'' � r3.12 % \ 5 ui cv _ DI�ION t ` �, ' ��/� /' 313 E + Il 1�'fPOR ( , / / % ~� ^` ' _ C_ �5 (FUTURE) ALLOWED IN THIS AREA ' _- ` ` '"� f , - -' 'J�� ,�-" / sED MIENT TRAP/ / / J - - • \ _ i• I —� / 1 / / I � CO cq 't _ � 3Jii % ® OUTLET PROTECTION / ` ` - , - 1 -- r f •' _ / \ "- 616 \ R' ,} 1 - / , N Rf I 320 FHECIC DA ,t / / a; ' y -^' - \ \ , i / .J \ , ` / I (33 ® - r SODD¢Ks l I / 1 / / 'a / g46"07T \ �--� i I •� CO C 3 / II ✓ . - -- \ _--' ;:% 1,� } O O— (5- T� PROTE4'T ON e / i / -� LIMITS OF NG I1 GRADNG / ti 1 > chi to cv y J { r IC W 069 CRITICAL ELOPE - CRITICAe SLOPE TO BE SEEDED. MWACHED AND ACKED I WrTI414 14 AYS AFTER ST OF GRADNd OR SOD AND U11THN / ~ " - ,_ J - ^ . / ' \ `� - '� -w ,, . , Cti 2� i f / E^^'dTf" Q / tt l IAYS AFTER START �r % ""•+'`"-.----'r"`�'�` ---'' ,r:jr• .: , w""'"'....>...-,. k" 1 / /�\ \ ` '�~ • •.jti �' I / 1s -...,.ti'"` °' H L�' t(� 1''" N ,• (��. .ram +I ir {\ � rL 01 .1.9 q) >-. tko (r r die ti `-U �` t1 \ RIPTRAP CINN�iCa J _ - - -- ''� L y_ r - .` ■ 1 \ b-a / /Wip FILTER'CL TI-I o 1 /�/ �d BE REMOv6E� • �/ �' �Q 'tea/ i� IP G� 0E0 ""'"'�-� �/'' / - { a Or j`0000, L ✓' A *. - ___ _ ._... b,o _.•- - ' GABION ,I} `IfRBr AIP-RAP'LINIrK,s/ / / /'�,i✓ wrfw FILTER GL 1�'' '�'/ / J ! -�' ,�P ro PAO ¢• I- --^- MICHAE i. b� K � 4 / \ _� ,.d ill 'Z ` 674 r r J/ ` ` 672 `` `" ."... '^ ✓ r.- � -T' _ wKs'' � ^...".^ ^. � � �0311 ``'. \��` \ \. _` TO �-9 Lam. � ._ .. ..^- �w" o=.. \ • '--.. to } �. , ' a a. gj � ` � / / / I R11-Ahf iiI`II ""t•:'"-' ` '"' _ _a_-.--.4� - / - `-- ` Y_ / r •--- - r- -- --'_ -- -- _ 1 UNTN FILTER f�LiTN \ ELu / I WE / / / ! '_ � / / /, '� _, --+'- '.' __ w.'-",• -^`.'.mow � -"' ' " \ � � ...... _.-.. __ .,-/ �/i� �" O ^_ ) z---m2-S" r aO Ole.L / X 'yE_tJ �i SEDIMENT _ _ _ - \ \ \ \ I / / / I / �, , / AREA = 223 Al \�-� �`� \\ \\ \ I f / /\ ii/. �i `� _ 1/ / / rr— �` - ~� _ __-- -= t j t "-\ t f / ` _ / -� --------_--_--------- -_�_ �=_ � ( � � U 0-1 ZR; Qz A�, ` ~ -THE DEPARTMENT OF PUBLIC U1OR!-G;-SHALL. RE-VIEW�ND �! ( I AP`�PRROYE-'FINAL-STORMWA-TE' MANAGEMENT DESIGN AND W U) x r ADEQUATE OUTFALL ANALYSIS PRIOR TO ISSUANCE OF FINAL OCCUPANCY PERMIT. co Z w Q 0-4 ------ 0 cs .. � � � / � \ �� , � , t/J I , \\ l� ,•- � J� Ili I t {` t �, m 1 0 30 60 \ o � / DATE: MAY 2001 A E: 1" = 30' - SCALE: 1" = 50' 11 I ` TH I & - � "-ERPSION-AND $8 D I \\ ENT1' 01.,..,0N-_ DESIGNED BY: MSS , "I1--,} -1 "T JOB NO. 3015 SHEET 6 OF 12 LL- 0 0 0 0i 0 m 3 O L Q LC� O m c L Q) W C Q1 C W L al C N U f0 fD O 3 I 3 L2 0 0 W W Z 0 Z WCM 0 0 Lo 00 a ' : �Lo Lo z x to� W ) 93 �,'o U � ~ to .. w n � dl Vl O O r U � V W co w M H z 0 U z ozH , V w 5� a Q w w a W ■ O ZT--4 W o z Q-,a E-{ E� LU E w x U UU1 U) '—' Z W0 U WO Z WU w W Q W E U) w 171 DATE: MAY-2001 SCALE: 1"=50' (HORZ. ) 1 "= 5' (VERT.) DESIGNED BY: MSS JOB NO. 3015 SHEET 7 OF 12 X LL- Lo 0 L--) 0i c- 3 (V (D L Q L! ) O m i ap C L CD CD ry Q1 C LLJ L CU C U m y (D O 3 I cn CD 3 0 m .o x Z cc W W Z 0 Z W 0 Lo m co a' v� -4 tic �0) z x to� uj Q� uj 4 CD V) �W Hw TH 5 MICHAEELS. 11 LTCINS ll kS�,t 0."162 ONAL cc W F O Z--1 WE- U O F, W W E- x � W U WO FX, w Z a U as W 6 m 171 DATE: MAY- 2001 SCALE: 1"=50' (HORZ.) 1"= 5' (VERT.) DESIGNED BY: MSS JOB NO. 3015 SHEET 8 OF 12 0 0 cv v 4i cu c 3 3 TO O cn J Ln 0 m cu Q1 c QI c I,J L CU 4- c N U -) rr 3 cn 1 0 m i En CD . r. tL 0 I I r ool W G 1 , . \ 6 7/ _ _ _ W cm co cQ It y r ....J.i..00 to cv _ V" -- - -" r'-_-."'__-• ( .._.. „ �, 14 /// -- _•/- --'""�i K � i phi 5� ==``- r'/ '.. % �R� - '" \ \� 1 1 `' :� \ � � �.1 'l .., _ -._ _ ,C- "._.... 6� ! ,_.-"� _,,._"''" r--"-_-•--"'yf^" \ r a` `Q/14 cd FV 612 Algo— / -i \--._...----=�--- ____.._._ - �.,:.--=-� 6 1 f- �-_.--.�`--f---Y._.__"_- Epp RM _r ••---"T �..__.----' -, —i �, , \ `t, 1�.� / � a� >, f \' O —RD_ blt& mow•- - ..--- ,,"._---- _• _APPROX. LOG. '" � \ { � j lz ___ 6 - i 1 PD _ -G• C'`� 1- -'" I PROP U E ,mom lu ._ / .� SOY i �-----t• \ lb r / Illiii rl -676 �_ r � ----- � � � '"""` , �` �"I � ' !!! � ' • t o; \ / /� / \ \ (� w-_ ___ I { 1 MICHAEL S. CK Y f / \ CI` S No qZp LI. ;r �r' / '' / / R � ; � \ \ { �•---_.-__________b / \ �, � __.----- � � { I { \ / { ZONAL fo -k 4158 i p l 4 \68 J - W rz --_ - crm r 672 / 4 N Q a .' "'`` `` `• ` ` ~ `',` V�j$ . ^+..'+...,.. _,r,.,,,^-w.. ,� �_ •- ` •- ''4 a 1° a • t - "-•— c""� 4. � r. ,�,....--•'•"-_-----^._..,,.,�„ `"� 4 -,,,�` .'f , l8 - W4 ►yi N� Nv \L 71_ 0 0 o T --_� -- t fr a IO ELEG. ESMTy ._- _ `4:;=_ v f APPROX. LOG. r \ ,- 6 — r PROP. U6E Tyr - I AG11VE EG. E5MT. co 74 660 (fJ r DATE: MAY 2001 70 --� ' ` ~ , \ / / / / �' 0 6T�' 676 " �b ,w - - —_ ___ _ _ _ = ---- --- _— — b --- --- — _+ -- ZONE: Ml - 682�i� / SCALE: 1" = 30' ` / / '' '.- '.' 68� -- ZONE: B2 IRF I\ \ 7& z TIVE N 6b DA 30 15 0 30 DESIGNED BY: MSS 11 _ �II �II p---- '�tt•�`', SCALE: I" = 30' ' ( JOB NO. 3015 �7— � / / '� THIS`�� T-s2FOR.LAND5GAFI �l O L%T-- __ SHEET 9 OF12 BOTANICAL NAME / COMMON NAME SIZE (HEIGHT] -QUAI+I'TI RWMKS DARK r -- - THUJ AOGGIDE ��ALIS AMR IGAN 6HT 65 8' OG AB RV I TAE RM �RED�S�M FED MAPLE ��-GAL�\ 20 GH ® ILLEX "GH NA GIRL / GHINA GIRL 13' HT \ \ 226 3' OG HOLLY" HOLLY �/ PD ® PrRlTNUS FLOWERING �GAL 3�\ DULGIS CHERRY \ RUER�S OAK" GAL 15 --' MALE PLANTS TO BE MIXED IN FOR POLLI ATION' lm (radius to be as shown on plane) XX Street approach some A surfacing as mainline roadway I 4 !Radius to be as L Note: Width "B" 2•-0" or as Mainline roadway shown on typical section. PLAN VIEW i r 2' 11111 B� I I T t'a' 6" Close A3 (H.E.S. Concrete • Expansion Joint SECTION C—C Construct Grade changes with a parabolic curve. 10' Parabolic Curve Edge of shoulder I 8% Max. r or Optional Flow Line Slope Change D When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please Mainline Roadway note the following: eX Max fi Slope Change D )KXMoinline povement shun be constructed D to the R/W line (except any subgrode 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A A Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for replacement purposes. When used in conjunction with standard Guidelines for Grade Change D CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the Entrance Volume Desirable Maximum mountable curb configuration. High (more than 1500 VPD) 0 % 3 % See Standard CG-12 for Curb Ramp design to be used with this Standard. Medium 0500-1500 VPD) 3 X 6 X When the entrance rodrl cannot accommodate the turning requirements of anticipated heavy Low (less than 500 VPD) 6 % 8 % truck traffic, consideration should be given to CG-11 CG-12A increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION METHOD OF TREATMENT — CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 203.08 ARGIMA DEPARTMENT OF TRANSPORTATION =a-1 I it it :I1 ...,:Y,:,..,::,.........;.....?..:..�ez,. I==u I Iu=u a .:.............. .. _ . . } Zg�l.. %e.% l•� r REPOD CID CONCRETE -J LYd1/! Sniff SECTION B-B Sam AD4Plm Jram 1_�ir11 )Iwld Rmdaids for W erasm and Wrioryt C2v6Dl one W. Xr Pbfe 102-1 a•a/ r B1 L CROSSWAALI, 1 3' 5' MIN (10:1 MAX 00.1 MAX) : ERMISSIBLE 'ONSTRUCTION JOINT B 0' A TANGENT PLAN ® 7" WHERE STD. CG-3 OR CG-7 IS USED 8'-0" 4'-0" STD. CG-2 ® 6" 12.1 % MAX. �— 48:1 MAX. OR CG-6 SECTION A —A # 5 DOWELS, 5" LONG 0 12" C-C PERMISSIBLE SLOPE 10:1 CONSTRUCTION JOINT MAXIMUM 0 SECTION B—B ra7obo4o . .o. LIMITS OF EXPOSED AGGREGATE SIDEWALK ® 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 USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. CURB RAMP FLOOR 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 MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FiNiSH. RAMP SMALL NOT EXCEED A MAXIMUM SLOPE OF IZ:i. ICROSSWALKII IICROSSWALK I SIDES CO F CURB RTIONM MAY YWBE POURED BARS MONOLITHICALLY SLOPING WITH RAMP FLOOR OR BY USING PERMISSIBLE TYPICAL PLACEMENT TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION WITHIN CROSSWALK BE CLASS A-4. WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. t� THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND 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 DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 502 2033.05 VIRGINIA DEPARTMENT OF TRANSPORTATION BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET r SEDIMENT �n/II WIRE SCREEN / • 2 X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS 11 MOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABUM IS NEC&43ARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VIXYT #3, #367 OR #6 COARSE AGGREGATE SOURCE: VA. DSRC PLANE 3.07-8 4" REINFORCED CONCRETE 3000 PS I 4" SUBBASE (21- A STONE) WIDTH VARIES SEE SITE PLAN 1/4" 1' I— Aba -IIIIII—I I ICI I� I I —III —III —I I COMPACTED SUBGRADE (C35% DENSITY) CCNC;RETE 5IDEUJAL< D�T?41L (NOT TO SCALE) concsw All �♦_d � d•..,� ♦ 4" PIPE OUTLET CONDITIONS A A, ON5I TE T**T f=I C,4L F,4VEMENT SECTION NOT TO SCALE HEAV"I" FAVEMENT SECTION - TRUC< TRr4B=FIC 15" SM-2A SURFACE COURSE =;.'. 3" BM-2 BASE COURSE 8" SUBBASE VDOT STD. GR-21A —ITT= I I— I I —III —I I ITT I I COMPACTED SUBGRADE 1 (COMPACTED TO "35% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGR.ADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 CONSTRUCTION OF A SILT' FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLGPE ALONG THE UNE OF POSTS. L j-•� FLOW 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACWLL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL / �IIIIII 0W dPL01I G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC II `z ss - SOURM ted from hotaltatian of Stnssr said Fable I9W Bseries Tar 9edtm®It Controt, Liam 3A�1 Stie.ssll t i� • — • now • IiV:jiVi;�i�i;jiViji��i�i�i�i�i�M. �ji�iji�i;ji �� • �• � - PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt2 This area may t _ _ of the option of the contractor This curb may be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban do suburban areas. If these design speeds are exceeded Standard CG-7 is required. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. For use with stabilized apon-graded drainage layer, the bottom of the curb and gutter shalt be constructed parallel to the slope of subbase courses and to the depth of the pavement. Note: Combination curb & gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb dt gutter. This item may be precast or cost in place. Concrete to be Class A3 if cast in place, 4000PSI if precast. SPECIFICATION COMBINATION 6" CURB & GUTTER REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 PARKING LEGEND SCALE: 1"=200' EXPANSION JOINT — PLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA STANDARDS ASPHALT FM -IT. d I �\ • 11-�11 Ad GUTTER 4 A. • . I VV SUBBASE ° —III=III=1 I I I ► (- COMPACTED 5U5GRADE (95% DENSITY) CCU-HR DEFRE55ED CURB, DETAIL (NOT TO SCALE) NOTES: THICKNESS O- SUBBASE 15 THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, P51-40M IF PRECAST. Dt-cg-br-depcurb , LJ PAVEMENT �- 2' CURB CUT �21 d d T 0 VDOT SPEC. 414.03, CL. I, TYPE A TYPE 15CUf=F`ER DET,4IL NOT TO SCALE WIRE MESH REINFORCING VDA.T. ROAD AND BRIDGE STANDARDS SECTION 30104 CLASS A-3 CONCRETE ro" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 55% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METNOD) TR,45H DU P5TER PAP (NOT TO SCALE ) Dt-dwwdd CD UJ W WCV o CV LO -4 02 It a� CAL 00 Z ►� CQ � � W �� 0� L1J 4 Lo � �� a Hw o� • T4 YI W V] E-� z w O z" O z 5w C7 � w a� W a la W fn W W � la m LTH T4IC�IAE S.`tffl KI ,p 01 LIC NSE No. r O 031162 i '5 IONAL DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 10 OF 12 1 0 0 0 Cu m m (16 CU CU 3 O Q) 0 m i of L cD U fD O 3 cn 3 O m co ii D O NOTE: SEE STORM WATER MANAGEMENT COMPUTATIONS BOOKLET FOR DETAILED POND ROUTINGS AND COMPUTATIONS by Plastic Solutions Inc. 540-122-4694 ----\ ANTI -VORTEX PLATE (1/4" STEEL) 10YR 1115E=653.41 100YR WSE=654D2 7 2YR WSE-652.13 -- Dr = 12" 30" ORIFICE INV.= 64850 trash rack manufactured FOND A OUTFALL 5TRUCTURE DETAIL NOT TO SCALE Trash rack manufactured bg Plastic Solutions Inc. 540-122-4694 -1 1/2" THICK STEEL PLATE (DIA=Dr/4) ,T TRASH RACK 1/2" THICK STEEL ANTI -VORTEX PLATE PLATE (DIA=Dr/4) (1/4" STEEL) �- TRASH RACK JOYS WSE=655.91 100YR W5E=656.13 2YR M-654.16 POND B OUTFALL 5TRUCTURE DETAIL NOT TO SCALE Dr - 60" 21" ORIFICE INV.=64850 R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: FIL (01 VDOT #1 COARSE AGGREGATE F (DOWNSTREAM VIEW) 2-10 ACRES OF DRAINAGE AREA: VDOT #1 COARSE AGGREGATE FLOW RCE: VA. DSWC � O STORM SEWER INLET GOMPUTATION5 LU C w__ STANDARD G 6-6 2' 4.0 3.5" .0208 .0833 .146 r_ O STANDARD G 6-2 .0208 I' .0208 1.0 in .0555 # t INLET O -, O d (Y CK O � O LU o N a Q x O ? °� (N ►- w° w u- .� -. ,� w v , v Q Ii SHEET---- OF----- [Y w d !i ►_ �" Q Q (Y '� Z !i } .� � �f1 #- a I- j u_ z u_ �, p � F- p z Q O Q q v 11 W CV i,LU Z (Y �L + N lJl J Q- w C'S W v z J Q Q v O X 0 0 O O ~ REMARKS O 0 x 2 DI-3G b' 0A A .8 .12 .12 35 252 0.0 252 .02 .0208 11.30 2' .0833 1 1.0 1.0 1 0.46 1 0.0 1130 SUMP 3 DI-3G 6' 1.45 A .8 1.16 1.16 1554 4.06 0.0 4.06 .02 .0206 bbb 2' D833 ID 1.0 0.46 1 0.0 1554 SUMP 4 DI-313 6' .12 AG b .516 576 35 2.016 OD 2.016 .02 .0205 q.14 2' .0833 ID 1.0 0.46 0.0 q.14 SUMP 1 0I-313 b' 24 AC .8 JI512 .Iq2 35 b12 OD .612 .02 .0208 228 2' .88 .0833 4.0 1.0 35 .14b .161 62 ID 1.0 0.46 .67 0.0 8 DI-3G b' .65 AG b 52 52 35 1.&2 0.0 1.82 .02 .0208 q.10 2' .0833 ID 1.0 0.46 0.0 q.10 SUMP 10 DI-3G b' 52 AG 8 416 Alb 35 1.456 0.0 1.456 .02 1 .0208 1.54 2' 1 D833 ID 1.0 1 0.46 1 0.0 1.84 SUMP 11 DI-3B 6' .8 A G .8 .64 .64 35 224 0.0 224 .02 .0208 10.45 2' .0833 ID 1.0 0.46 0.0 10.45 SUMP 12 DI-313 8' 16+44. .41 AG b .328 .328 35 1.148 .02 1.168 .02 .0208 4.03 2' 5 .0833 4.0 O.q5 35 0.146 0.1561 8.1 ID 1.0 0.4b I.il 0.0 13 D!-3B b' 13+q8.1 3 AG .8 .24 24 35 b4 0.0 .84 .02 .0208 2.91 2' .0 .0833 4 Ab 35 .146 .164 b.q ID 1.0 0.4b 52 0.02 ITO INLET 12 14 DI-36 8' 16+05.1 .34 AG 8 .212 212 35 q52 0.0 A52 .02 .0208 331 2' .5q .0833 4 1 Ab 35 .146 .163 13 7 1 ID 1.0 0.4b q5 0.0 STORM SENER DESI62N GOMPUTATIONS O D� 00 LU D_ RAIN AREA RUN GOEFF G X A DESIGN H TOP ELEV REMARKS ING GUM Tr, RAIN FALL RUNOFF PIPE DIA SLOPE "n" GAPAGITY a VEL FPS LENGTH UPPER INV LOWER INV FLOW TIME (SEG) A G 2 1 DI-3G 1 1.20 .8 .q6 2.q5 5 MIN 5.8 1 36.27 36 .50 .015 4-7.16 7.35 180 664.20 663.30 675.6 3 2 DI-3G 1.77 .8 1.42 I.qq 5 MIN 6.3 31.5q 30 .50 .015 2q.00 6.44 500 662.20 664.70 671A 4 3 DI -3B .72 .8 .58 .55 5 MIN 6.5 22.78 24 .50 .013 15.gq 7.25 106 667.23 666.70 676.10 5 4 MH O O O 0 5 MIN O Iq.05 24 5.44 .015 52.76 6.bq 147 675.45 667.48 681.g0 7 6 D I -3B .24 .8 . I q 5.55 5 MIN 5.8 86.44 48 6.5 .013 366.4 14.bO 105 664.83 655.00 672.00 8 7 DI-3G q2 .8 .74 2.26 5 MIN 6.0 15.57 24 .73 .015 Iq.32 4.32 137 667.31 666.31 675.00 q 8 MH O O O 1.55 5 MIN 6.4 q.74 24 .5 .015 16.03 5.10 237.0 66q.0 667.81 675.50 10 q D 1-3G 1.11 .8 .8q 1.55 5 MIN 6.0 10.08 18 .63 .015 8.57 5.71 126.0 670.30 66q.50 675.00 12 7 DI-3B .40 .8 .34 .58 5 MIN 63 1 72.66 54 .2 .015 87.43 4.57 86 665.25 665.08 672.00 13 12 D 1-3B .2q .8 .25 .25 5 MIN 6.7 1.66 15 1.50 .015 7.q I 2.42 24q 671.74 668.00 676.50 14 12 DI-3D .34 .8 .2q .2q 5 MIN 6.7 bq.Oq 54 .45 .015 151.5 4.34 bq 665.66 665.55 672.5 11 10 D 1-38 .8 .8 .64 .64 5 MIN 6.7 4.52 15 1.00 .013 6.46 5.52 80 671.55 670.55 676.40 6' 21 3' CLASS I RIPRAP SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF RE6IUIRED. SET TREE WITH TOP 1/8 OF ROOT ]BALL ABOVE FINISHED GRADE ENCASE WIRE AROUND TRUNCK IN BLACK RUDDER HOSE. SECURE AT 14EIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE 012 GAUGE TYPICAL PLANTING DETAIL-- EVEIRSREEN TREES (NOT TO SCALE) RUDDER HOSE WY WIRE 92 GAUGE TURIJ6UCKLE TREE WRAP WITH % OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE TOP 1/8.OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTDALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER PLATE. 3.20-1 (NOT TO SCALE) 1"X4"X4'-8" SLATS, 2-FINIS1-1 NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 41_011 NOTE: PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 4"X4"X8' POSTS CONCRETE WOOD PENCE DETAIL NOT TO SCALE Z a: W W Z CD WCv CD o CO 02 It 3.0 CO C\j � LO �7 o Zx toCQ W �� Wo U CD HLL, w r O O a� w n r w d\ 0 Q 02 CD TH ❑o MICHAEL S. TICK L1ivI a °r�o. 031162 SStoNAL LU Z O Wo Z i.� W W U� > W z U 0 �N �O � � Q� �i W WO W U E- Z � Q U �~ cw � W ET-� Q W V1 in Im DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 11 OF 12 3 a C) 0 Cu (D V U7 LH 1, c D r a) 3 O a) lf� O (r) Q) C-. L aJ aJ C-, 01 C LJ L CD C N U (a ro O 3 a) j Cn CD L2 O m 'n I ID general badcfill general badcfll note) ---------------(see note) ---------------------------- ��"see --------------------------- 8. concret __ _ __ `; 24" select 24' select badcflll badcflil see note) r ' :"': see note) O.D. 6" O.D.': 6" 1/2 O.D. 6" 6" stone stone STANDARD CONCRETE ARCH general bodcfil general bodcfll _ _- (see note) .-- .. �-(see note 124' select 24' select badcfill bodc9l see note) ,, '' see note) stone 6" O.D. 1/2 O.D. '• '' 6' 6" CONCRETE concrete CRADLE CONCRETE concrete ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH 4 BEDDING Figure I varies to property line concrete pod 1B"x 18"x 6" deep 2' min. concrete pod 24"x 24'x 6" deep 's 2' saddle service 4" st a blow -off 4' hydrant st e 2" corp. steSpadway box 2' coupli 48" min. 2" coupli 2" type 2" type K coppe K anPP standard beddi water main 2' ball valve curb stop with 2" square operating 16" solid nut block Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover (cover labeled ___ 6" manhole water) adjustment " ring stone bedding BLOW -OFF A55EMBLY Figure im imum form board 6" minimum machine excavation limit gate valve1 .< W7N gate valve trench bottdm �'"'�., do boxes `dc box undisturbed eaFtYl stone bedding TEE„ WIA'F_ OR f* UY 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 so 1. The bearing dimensions "D- = 18' min. for 12" thru 20" against undisturbed soil sholl remain as shown. see chart below for A. B. C dimensions. `6' COKS minimNCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCuN Pipe Dia. Plugs, Wyss dc1 Tees 1 /4' and 22 1/2' Bends 45' and 90' Bends C C A B C �6' 9 1 -0 -9 1 -3 -9 1 -9 -3 -9 1 -6 -9 -3 10 9 1 -6 tA 1 -3 1-9 -9 -6 12 0 NV-0- -6 1-6 2 -0 -0 -014 0 -0 1 -6 2 -6 -0 -016 0 -6 1-6 -0 2 -9 -0 -6 18 -9 1 -6 -3 2 -0 3 -0 -3 -920 -0 1 -9 -6 -0 3 -3 -6 -0 .vo- 11 1/4' THRU W' BENDS remn and beddedoIns concrete over t�tfirust blocks. FITTING SIZI1121159JENO. RODS EMBEDMENT 12" do LESS 6 2 30" �•: 14" - 20" 8 2 36" Fittin E 5m i-ij 7T i t black in VERTICAL BENDS ,;;;pry;' size - - stone bedding 6" - - - 1.3 B. - - 1.1 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 THRU5T BLOCKING Figure 2 cast iron deanout cap with brass R plug having a countersunk square head Panello Model PA4SV-CSK (4') Panello Model PA6SV-CSK (6') finished grade _square concrete skid pod 20"x 20'x 12' deep 4" stone clean I t pi SDR 21 SDR 35 spigot by SDR 21 SDR 35 gasketed bell gosketed bell adapter sonitary wye (see note) SDR 35 spigot sewer main SDR 21 by gasketed bell 45• bend (see ._'4;A':"`'=1.. ._.�i`'.tI -.ter>.rr.� i.�i_a4.M��!.r 11"..n. •)' stone bedding i NOTE-SAiere length of service lateral to exceeds 75' a deonout assembly shall be furnished at the property line. 2. If top of sewer main is greater than 15', then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure Il M' HH77-15BHC-11-77 2custom setter (meter by FCSA) cast in place standard flat access door. top for 4' centered in top diameter varies 2' ax. see note 1) manhole at property line nished (see note 2) grade roadway box E 3' riser section for 2" type K 4' diameter copper tubing N manhole with (no joints from cutouts main to curb waddle with corporation stop Lwater main solid support blocks under custom setter ball valve curb 6" stone bedding stop with FIP ends, with 2' gate valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal: 8" a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased In 6" dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, (typical) across the street, to one foot beyond sidewalk. 1 1/2" and 2" METER INSTALLATION Figure 6 ,.,........a" --A (for valves 12" and larger) GATE VALVE Figure 8 Note: this detal is also used for butterfly valves 0 Z rX W W W1:\2 O CD to It 02 It 02 0 I Zx �C\2 LLJ a� v � 4 � E_ � to ti t17 i, Okk*v O !! O W co LTH �`71mI� MICHAEL//S. TICK � !D(21 >>7 LICEENS No. 1J 031162 ' SifONAL cc W Z Q T__4 Wo z E- W 124 E E- N N Z WO ZU Q Q U1 �D �U W �-+ Q W U1 IZW DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 12 OF 12 IN X 1 A r 3 OPERATIONS CENTER TRASH BUILDING WINCHESTER, VIRGINIA �. 1 D PROJECT TITLE � a M� ME H J 1 0117A2-10.DWG DESIGN DATA 1. GOVERNING DESIGN CODE: THE BOCA NATIONAL BUILDING CODE 1996 AS AMENDED 13Y THE STATE OF VIRGINIA 2. FLOOR LIVE LOADS: 100 PSF 3. ROOF SNOW LOADS: GROUND SNOW LOAD 30 PSF SNOW IMPORTANCE FACTCF 1.^ SNOW EXPOSURE FACTOR ' ROOF, SLOE_ -,A'- DESIGN ROOF LOA: 4. MAIN WIND -FORCE DESIGN LOA,- BASIC WIND SPEED 70 MPH IMPORTANCE FACTOR 1.00 EXPOSURE CATEGORY C 5. EARTHQUAKE DESIGN DATA: VELOCITY RELATED ACCELERATION (AV) <0.05 SEISMIC HAZARD EXPOSURE GROUP I SEISMIC PERFORMANCE CATEGORY A DESIGN PER BOCA SECTION 1612.3.6.1 CO NCR ETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE SPECIFICATION, A-C-1- #301 AND BUILDING CODE REQUIREMENTS, A.C.I. #315, LATEST EDITION. 2. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, MUST FOLLOW THE A C.i. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE', A.C.I. #315, LATEST EDITION. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60. 5. STANDARD PROTECTIVE COVER OF REINFORCING BARS UNLESS OTHERWISE NOTED SHALL BE WHERE CAST AGAINST DIRT OR FILL 3 IN. EXPOSED TO EARTH OR WEATHER 2 IN. SLABS AND WALLS 1 IN. OTHER 1-1/2 IN, 6. USE A NON -YELLOWING LIQUID CURING COMPOUND FOR ALL SURFACES NOT IN CONTACT WITH FORMS. 7. EXTERIOR SIDEWALKS AND SLABS SHALL RECEIVE A BROOM FINISH. INTERIOR SLABS SHALL RECEIVE A STEEL TROWEL FINISH. 8. BARS SCHEDULED AND DETAILED 'CONT' SHALL BE LAPPED 48 BAR DIAMETERS. FOUNDATION NOTES 1. FOOTINGS ARE DESIGNED FOR AN ASSUMED BEARING CAPACITY OF 2000 PSF. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL, 1'-O' BELOW ORIGINAL GRADE AND BOTTOM OF EXTERIOR FOOTINGS SHALL BE 2'-6" BELOW FINISHED GRADE, CONTRACTOR SHALL VERIFY SOIL PRESSURE IN THE FIELD. IF FOUND TO BE LESS THAN 2000 PSF, THE FOOTINGS SHALL BE REDESIGNED. 2. ALL FILL UNDER SLABS ON GRADE SHALL BE COARSE GRANULAR MATERIAL COMPACTED TO 90% OF MAXIMUM DENSITY AT OPTIMUM WATER CONTENT. ALL SLABS ON GRADE SHALL HAVE ALTERNATE PANELS POURED IN A CHECKERBOARD PATTERN IN AREAS NOT EXCEEDING 600 SQUARE FEET. THE MAXIMUM DENSITY AT OPTIMUM WATER CONTENT IS DEFINED AS A MODIFIED PROCTOR (ASTM D-1557). 3. SLABS ON GRADE SHALL BE 4' THICK, REINFORCED AT MID -DEPTH WITH 6" x 6" / W1.4 X W1.4 W.W.F. LAP MESH 12' IN EACH DIRECTION. SLABS SHALL BE LAID ON A 4' LAYER OF WASHED GRAVEL. D STANDING SEAM METAL ROOF �2 ALUMINUM GUTTER DOWNSPOUT LOCATION Ll D RIDGE VENT, SEE SE-A2.10 (� OUTUNE OF CMU BUILDING BELOW P SITEWORK, GRADING AND TIE—IN BY G.C. TRASH \\� \ BUILDING \ ) SLOPE AWAY II I i I; I LOADING DOCK. AD SITE PLAN 11 ;6" = 0 17PL� F DOWNSPOUT & SPLASH BLOCK, TYP. SPLIT -FACE CMU BLOCK ROOF OUTLINE ABOVE (�4 H.M DOUBLE DOOR +-J SEE SCHEDULE AND DETAIL 8P- A< — — — — — — --- — — — — — — — — — — I I N yX �: 1 0 oo j x;. I \ I 1 x I 1 ^ I \Y 1BD-Al1 , 1 y o I I I 1 x o i I I I i I � xy ,co 1 ,x SHEt.VING X NJ.C."XI I 1 TRUSS BEARING F.F.E. TYPICAL 9 10 BE-A2.10 350 S162-33 TYPICAL 8RACES (4) #10 SCREWS AT BRACES 550 S162-33 ' TOP & BOTTOM CHORDS OF p SG-A2.10 --� • TYPICAL 8D SECTION 1z" = i'- 0117TB-BOO! 11 RIDGE VENT ! LIGHT GAUGE METAL TRUSS Zo'o, co tr 'r 1 " 12 �I 16 Bx8 CMU LINTEL MErAt HALIDE LIGHT FIXTURE ! h 1 ! SEALED CONCRETE l i FLOOR GRAVEL BASE ON COMPACTED FILL 12 STANDING SEAM METAL ROOF, MATCH COLOR AND STYLE TO THE OPERATIONS CENTER BLDG. GUTTER, MATCH COLOR AND STYLE TO THE OPERATIONS CENTER BLDG. SPLIT -FACE BLOCK WITH #4 BARS ® 48" O.C. AND FULLY GROUTED DOWNSPOUT, MATCH COLOR AND STYLE TO THE OPERATIONS CENTER BLDG. EXPANSION JOINT AROUND PERIMETER OF CONCRETE SLAB SPLASH BLOCK SLOPE i 13 FASTENER; 2 PER ZEE CLOSURE CONTINUOUS SEALANT, RIDGE CAP BY ROOFING SEALANT 0 INTERSECTION BOTH SIDES MANUFACTURER --- CONTINUOUS CLEAT OF PURLiN &PANEL LEGS BLOCK W/ STANDING SEAM METAL ROOF TEE -CUPS FULLY GROUT FASTENED PER MANUFACTURER'S 8" SPLIT -FACE ON EXTERIOR LOW PROFILE 5 / 20' O.C. MAX. RECOMMENDATION RIDGE VENT MATERIAL BY ROOFING , . F SNAP-ONE �,; ------------ BUILDING PAPER MANUFACTURER �` SEAM k Q ROOF SHEATHING T FLA, METAL i r ♦ i 550S16- 3 F-",. HOD D BY ';W"S�ni — `CP CHOR i OWN . , SEALAN - Al EA.C7 i ` , `\ i. RIDGE FLASHING i%� i�� ' r CONT. 2x TOP PLATE ANCHORED BY ROOFING �' '/ \ ✓ `J - - -- - -- - --- TO CMU W/ 1 /2" DIA. x 16" LONG 55.a 51�Z 2 MANUFACTURER () #4 BARS ANCHOR BOLTS 48" O.C. LIGHT GAUGE X I WELDED STEEL FRAME, 550 S162-33 BOTTOM CHORDS-/ METAL TRUSS 3- i- 1 4- 4- ILDING PAPER ANCHORED AS REQ. & WITH (6) # 10 SCREWS GROUT SOLID CONTINUOUS 2x �d cm —I t o HM DOOR WOOD BLOCK SE RIDGE VENT ]DETAIL 10E JAMB DET'L 4" DRIP X - -- FLASHING x x / _ +- SE SGHED. ib _ I '50 s,lbz -J7-- � - 'q- GLUTER L41 ` DOWNSPOUT I I'� I DOWNSPOUT 8" CND FULLY GROUTEC %. N 4 BAsS ®48" U.u. j 0 �. PAINTED 1x TRi',/ — BACKER ROD AD N BOARD / - SEALANT AROUND CONTINUOUS VENT = / PERIMETER OF SPLASH i CONCRETE FLOOR 2" 2" PAINTED 1x TRIM X BLOCK 4" THICK SEALED HM DOOR BOARD >. CONCRETE FLOOR ON CMU BLOCK WITH —� (REFER TO HOLLOW METAL FRAME 4" COMPACTED FILL SGHED FOR SPLIT -FACE ON DOOR SIZE) EXTERIOR I > DOOR & W F f �r-� � v 1 OF FRAME 11 F FASCIA SECTION i .`%�r�-t�\/�J N.T.S. 1 1 /2" = 1'-0" 01 17+h-DOo m EQ. L A M B E R T Architecture, PA. 134 S. Stratford Rd. Suite 300 Winston! --Salem N. C. 27104--4214 336p77-3657 OPERATIONS CENTER TRASH BUILDING WINCHESTER, VIRGINIA IC ID F ,T 2 3 4 5 0 7 8 9 10 11 12 13 2002 - LAMBERT ARCHITECTURE, PA CENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP REVISED 1. Methods and materials used in the construction of the improvements herein shall conform to the current EXISTING INTERMEDIATE CONTOUR - - - - - SCALE 1 "= 2000' � County construction standards and specifications and/or current VDOT standards and specifications. ._ --332 - - -- --� 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, Vl. 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 EXISTING INDEX CONTOUR must be provided prior to issuance of the site development permit. The approval of these plans in no way in the Virginia Erosion Sediment and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 ," W relieves the developer or his agent of the responsibilities contained and applicable. In the event of conflict between any of these standards, specifications or EX E/P EXISTING EDGE OF PAVEMENT Control Handbook. plans, the most stringent shall govern. PROP E/P 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT EX G_tG (VDOT) and Frederick County prior to construction in existing State right-of-way. V2. All construction shall comply with the latest U.S. Department of Labor Occupational __ EXISTING CURB AND GUTTER --- ---- - - - - = -� --_ __ Safety & Health Administration and VOSH Rules & Regulations. CITY OF 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is PROP C!G PROPOSED CURB AND GUTTER UJINCPE5TER C\2 W required under State law. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, o 00 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held shall be in accordance with the current edition of VDOT's work area protection manual. P �-6 TRANS. CG-6R TRANSITION FROM CG-6 TO CG-6R y�`ti� � �'--- CQ ^, :00■ CQ I'd, with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation The developer be Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 or latest edition of Road & Bride Specifications, Section 104.04-C. Y. ( ) g P EXISTING TELEPHONE LINE -------- - l�' ti' ( � I a -� N 00 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. will \ G ca LO responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to PROPOSED TELEPHONE LINE T T �` 1 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP EXISTING STORM SEWER �! //� 0 Z � be subject to change as deemed necessary by VDOT. - �O x to 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a 15" R_CP �" t- representative of the developer must be available at all times. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER qip W q o C) 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER 0, ,0 Control Devices (MUTCV6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER iL . c, F, w 8. All unsuitable materialaerial s shall be removed from the construction limits of the roadway before placing arranged and held by the engineer and/or developer with the attendance of the p embankment. contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE --------------- UJESTYIEUJ BUSINESS _ 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California CENTRE BearingRatio CBR of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed ( ) P g g P V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE �� - 0 (�/ � �s for actual determination of required pavement thickness prior to placement. All final pavement and base an undetermined length of time. VDOT will also require 48 hours notice for an Y g q Y EXISTING GAS LINE er - �` � o course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and inspection. P Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true PROPOSED GAS LINE 0 00 O �, O w support values of the soils in the subgrade. Final pavement design shall be submitted during construction V8. The Contractor will be responsible for maintaining adequate access to the project from the lL UJinehe11 and prior to placement. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE --- Airport o p 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE ..�.. ...�. `, Yietory Lane !~b on the plans and as required at the field inspection. Furthermore, access to other properties affected by this project shall be maintained through construction. EXISTING FENCELINE------- �E-T -- - o Z 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P P P�P EXISTING POWER POLE O be minimum 6" diameter and conform to VDOT standard SB-1. V9. (� Contractor shall ensure adequate drainage is achieved and maintained on the site during 0) 2. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than and at the end of construction. EXISTING TELEPHONE POLE LJ one litter receptacle shall be provided at the construction site. m Z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE -- ---- W---F-T! -- --- Independence Drive W UJ entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W W T N ZO ~ OU Q whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT D&I 11I >_ U PROJECT INFORMATION i 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary immediately brought to the attention of the engineer and VDOT. Work shall cease in that design be determined by the > w a w U Z QC W sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut vicinity until an adequate can engineer and approved by VDOT. EXISTING WATER VALVE --- --* --0 -- U W sheets, and connections to existing lines. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m Q O 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current prior to placement of fill. EXISTING REDUCER -- --- W - -- (3►-- --- - PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 1555 F.A.R. CALCULATIONS: P W_ W standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. STREET ADDRESS: P IL V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall _._.. __._. PROPOSED REDUCER PROVIDED: � � 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the be compacted in 6" lifts to 959� of theoretical maximum density as determined by -rj STOP SIGN TOTAL AREA: 12.000 ACRES LlCo AC. BLDG./12 AC. = 0.10 Q W W contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width 12 CG-) HANDICAP RAMP (`` PROJECT AREA: 12.000 ACRES In 0 �' N prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing of any dedicated street right-of-way. At the direction of VDOT Inspector density tests -� � "'� DENOTES LOCATION OF STD VDOT DISTURBED AREA: 11.5 ACRES GROSS FLOOR AREA: 50 SO SF. b Z 4 utility verification and the proposed construction. performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AN JOR JURISDICTIONAL CURRENT ZONING: `'1-1 (X 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to g P PY P STANDARD MP CONSTRUCTION CURRENT USE: VACANT SIGNS: PLACED ON BUILDING result of his construction project within or contiguous to the existing right-of-way. final VDOT approval. PARKING INDICATOR PROPOSED ZONING: M-1 OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE PROPOSED USE: SIC CODE 1314 w - Q 0 Q INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 = WN DOWNCAST OR SHIELDED TO � Q � Q v 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans DATA PROCESSING CENTER PREVENT GLARE ON ADJOINING o C must be provided to Frederick County prior to issuance of grading and/or site development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION PROPERTIES OR PUBLIC R.O.W.'S 19. The developer will be responsible for the relocation of any utilities which is required as a result of :is BUILDING SETBACKS: REQUIRED PROVIDED OUTDOOR STORAGE: NONE PROPOSED project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING � 6 PONT: 15' (ALONG R/lU) 11.0' shall meet VDOT minimum design standards and is the developer's responsibility. SIDE: 25' 296.9' BUILDING HEIGHT 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protecte.2 REAR: 25 111.01 in accordance with state law. In the event gravesites are discovered during construction, the owner ?id V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 MAXIMUM = 6O' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PARKING SETBACKS: PROP. HEIGHT = 20S acceptance of work. Unit and total prices may be obscured. PROPOSED BUILDING ENTRANCE -- --- --- -- �T �)NT: 25 25.0 SIDE: 5' 2(0' LANDSCAPE CALCULATIONS 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement P'-AR: 5' 41' INTERIOR REQUIRED: EXISTING STREET LIGHT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an 1 SHADE TREE PER 10 SPACES proctor AASHTO-T99 ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered P � PP � Y Y 8 account receivable basis. PROPOSED STREET NAME SIGN -�- 264 SPACES/10 SPACES = 21 TREES PARKING CALCULATIO"�S professional engineer and results submitted to Frederick County prior to pavement construction. If a PARKING GREEN AREA 5qo OF PARKING LOT geotechnical report has been prepared, it should supersede the requirements in this note. V1.8. Final location of CG-12 Curb Rams shall be determined b VDOT Inspector. P Y P PROPOSED SANITARY LATERAL CLEANOUT ZA REQUIRED: PARKING AREA = OFFICE: ISPACE=/250 SF 5% OF PARKING LOT 5,34:3� 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER C 50jog0 SF/250 SF = 203 SPACES or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement INTERIOR PROVIDED: Ir of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. STORM DRAIN STRUCTURE IDENTIFIER 12 TOTAL REQUIRED = 203 SPACES 25 SHADE TREES GREEN AREA = 6,144.5 HANDICAP SPACES QUIRED: PERIMETER REQUIRED: UTILITY CONTACTS � FIRE MARSHALL S NOTE EASEMENT LINE - - - - - - - - PER ADA = 1 SPACES 1 SHADE TREE PER 40' OF PARKING LOT (I VAN ACCESSIBLE) O CENTERLINE - , PERIMETER = Ib80 /40 = 41 TREES � EXISTING SPOT ELEVATION 12 0 SPACES PROVIDED: PERIMETER REQUIRED ■ 41 TREES O Z Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage: PERIMETER PROVIDED: 264 SPACES INCLUDING 1 H.C. a -. P.O. Box 1877 PROPOSED SPOT ELEVATION X 12s 41 SHADE TREES Winchester, VA. 22604 Any No Parking signs and yellow painted curb locations will be installed 3' EVERGREEN HEDGE ON R.O.W. � � 04 (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE �- ,�.� �-� �.�- ' NOTES- E-� h U UJ Phone: Verizon - 1. SITE PLAN APPROVAL IS FOR PRIMARY BUILDING. CATEGORY B BUFFER: P.O. Box 17398 EXISTING TREES 15" OAK 15" PINE FUTURE ADDITIONS WILL REQUIRE COUNTY APPROVAL. FULL SCREEN PER CHAPTER 165-31 W W �-' U � UD E-� Baltimore, MD 21297 APPROVAL BLOCK 'Irr � 0 � Q 301 954-6282 ( ) OAK PINE PROPOSED TREE 2 EVERGREEN(ADDED TREES PER 8' REQUIRED 510' CATEGORY B BUFFER = U) � O, �• W W O (� Power: Allegheny Power MISS UTILITY 1-800-257-7777 65 EVERGREENS REQUIRED W Z W U P.O. Box 1458 APPROVED BY THE ZONING ADMINISTRATOR 65 EVERGREENS PROPOSED O Hagerstown, MD 21741 1-800-654-3317 INSPECTIONS DEPARTMENT NOTE: U --- 4 '0 li/t�_J aC--01 THE UNIFORM STATEWIDE CODE AND SECTIONS 304.0 1. BUILDING SHALL COMPLY WITH VIRGINIA BUILDING SIGNATURE DATE Gas: Shenandoah Gas Co. USE GROUP B (BUSINESS), 311.0 USE GROUP S (STORAGE) AND 313.0 MIX USES OF THE BOCA NATIONAL P.O. Box 2400 BUILDING CODE lg9�o. OTHER CODES THAT APPLY ARE CABO/ANSI All1.1-1992. W Q Winchester, VA 22604 2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A. mom > W 124 (540) 869-1111 SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL. 3. USE GROUP B, CONSTRUCTION TYPE 2C. i/D 44 W 1�1- i�1_� ', as FCSA CONSTRUCTION NOTES TRIP GENERATION DATA TA FREDERICK COUNTY COVER SHEET TH 0 a) 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET �.� _.p11 __./_.`�?G" ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. OF WATER AND SEWER ARE TO WITH THE AUTHORITY'S INSPECTOR. MICHAE S. S y f� Project Name: Project Number: EXACT LOCATIONS SERVICES BE COORDINATED �0E ANI ��w��3�15 C A � � E ram/ E tiE I E 4. THE SANITATION AUTHORITY'S 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 770 BUSSINESS 50,690.4 N A / No. I 12.76/1,000 S.F 647 O 031162 AUG 2 9 2001 ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE PARK Magisterial District: Date of Plan: (Month, Day, Year) BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER S,� ZONAL BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. IcPT.OFPLANNING�DEVELOPMENT SN4UJNEE DISTRICT M,4*' 31, 2001 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 647 Owner: Address, Including Zip Code Telephone No. 1001 BULLIT STREET 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. TOTAL PROFESSIONAL SEAL & SIGNATURE SHEET INDEX C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING THE PROPERTY THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. BR,4NC� 4 B,4NK $ TRUST CHARLESTON, WV 25301 LINE. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. THESE PLANS ARE IN CONFORMANCE WITH (304)-353-iSg5 DATE: MAY 2001 1 COVER SHEET 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 1A KEY MAP 2 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. SITE PLAN ORDINANCES. ANY DEVIATION OR CHANGE 1945 MILLWOOD PIKE DESIGNED BY: MSS B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 3 SITE PLAN 4 GRADING PLAN IN THESE PLANS SHALL BE APPROVED BY WINCHESTER, VA 22602 FERRr ENG NEERING WING BIER, CHECKED BY: MSS 5 GRADING PLAN THE ZONING ADMINISTRATOR PRIOR TO 10 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. �o EROSION < SEDIMENT CONTROL PLAN CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, 1 PROFILES8. g ROAD PLAN < PROFILE INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. g LANDSCAPING PLAN 151 WINDY HILL LANE JOB NO. 3015 9. 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CD / / /� -' -- _ _ -� z,• , �yJ t' / U F� f ./ _ — . _- '` ' f -•- �' "-- \ _ I i c -' —' -- / , , - AREA = 225 .., ,, �+ 1 ` \ \ 1 Y f s' - ` \ _ — \_. - - - ._ - - - _.....- _.._. -- - - . � j { d �-i , r � It I I ! / A 686 --THE OF PUBLIC U1O? SNALL CSEYIFJal AND !� I t/1 �,- - bw - _ �. \ DEPARTMENT { AP1 PROVE-• -INQL . STORMWATET� MANAGEMENT DESIGN AND _.� f 3 ADEQUATE OUTFALL ANALYSIS PRIOR TO ISSUANCE Or - W U x � ell f , / \ �� \\ .- / \� I ! ! / / /� r -' '� .� ` / /' \} _ li { FINAL OCCUPANCY PERMIT. _ -, ` , may- �� "� °� U U1 W / ---�•"""'.. Inv ` I W ' I 0 30 60 DATE: MAY 2001 11 1 SCALE: 1 50 ll t %� ENT�Y TT-i��I 51O�,}!�tN� �- I i OL,-ONt DESIGNED BY: MSS JOB NO. 3015 , FSHET 6 OF 12 L z — W Lij z w W co W I'll Q ' �ow I CD zx �c\j w a� LU U U A fcl)f� w Y Q� ✓1 tko **v r ,P TTO^ W Vf E M ova U) 5 o z ¢ E w o w zz O z W o W (� ao � H 0 � a V) a A � a °0 �i F H� N c\2 A m co LTA MICHAE S. STICK SPLO. k031162 10 NAL cc W Z O W O Z E- w N W z X WO � WO � Q � VCO w ►-, E- E- r� W Ix ci8 w DATE: MAY-2001 SCALE: 1"=50' (HORZ.) i"= 5' (VERT.) DESIGNED BY: MSS JOB NO. 3015 SHEET 7 OF 12 cn cn Cu LC) O m m CD co CD Q m 3 CV O L Q Ln O m i c r, c- (1) N C ti Q1 C LiJ L N C N U to T O 3 N cn 3 Ln r, 0 m LL 0 D z W W Z Z W C\2 0 co W �y Z~ x W b W U K a w CQ00 ca I rn �C\2 0 (\l Q) 00I 0't �Lo a a� Hw MILt1At.LL�/��FI 031162 �SSIONAL cr W O Z WE- U� O E- w W w z crm� W 0 W F-1 a U� a� 1— w E- 6 W In 71� DATE: MAY- 2001 SCALE: 1"=50' (HORZ.) 1"= 5' (VERT.) DESIGNED BY: MSS JOB NO. 3015 SHEET 8 OF 12 Q 0 0 Cu Nr CU V �-i rn 0 c 0 cn 3 0 J 0 m / rn c L Ql UJ C Q1 w / L UJ cz CD U -) ro 3 N rn a_ a i Lo 0 m / U) jo 03 3 / i BOTANICAL NAME / COMMON NAME SIZE (HEIGHTS REMARKS D� t�{�AL THWA OGGIDEIS "NIGRA" AMRRICAH 6' HT 65 8' OG AB ORVITAE RM AGER "RED f ED MAPLE 20 5UN5Elr {2"—CALF \ CH ®ILLEX °GHfNA GIRL /CHINA GI � 13' HT `\ 226 G 3' O HOLLY" HOLLY HOLLY \ PD 5 P_DU FLOWERING �'GAL LGILC 1S CHERRY \ OR, ' RAP — _ _ _, OAK" GAL Is MALE PLANTS TO BE MIXED IN FOR POLLI ATION \ ` .,--.. -•" \ \ � r ' I � � � � �• _'ram � �..� r� � � J \ R/ cc-d �, LU 'OG 6 , _ram" ._.., f ,, �✓�l \ - S-,..--• _4 _ W �--� t, t \ / 1 Ip — 1 1 ' \ CV Ica`` — CatCV �t `~-_ ` _.r----' '-I � / .-•--'' �.-�-.,.s.,,,,"..."'""`m�tK'"",'�y-=y � Y_- 1 � ` \ i 1 ��, .,� !;.� �\� f�., � � � I .—QUCV SEX. A�V Lu LjLj r ✓ r \ \ (D-12 11 x — — _... — — -- �. ''�i' r - -".' -/ `q} ,„�• I ` / /rV Z p"..' ' / � / � � r•.f ��,� l j � N s 531 " � N � Ion '-- -^" A'�l i "/ `�'+sw � -"` t� ,�'^•...'."y ../ /' �3 ,..I.' ..--„_ram " �k rn J-„ w ,- , •,.r � v) " 1 .' -_ � !-"fC1 l ` / i�� .•• �'"t' � .` / � / - �..--mac• ; �r--�-- T �r�,J, .fs-J� �5' .- ---- �y �.r.'-- �„t 4. 1 ..� V '' ,,h • � �' -'`" �- �:: / -gyp. �c7 � ..�--'�pPi�OX. LOG. �' � 1 � .�y t '`1 0 •� t �, ,, C {lam �•._-- "�".� ---- ,� �11 •y � 1 "' 1 6,,� ` -----, \ 1 ✓ -\ .- y �'I`�..tJ _ `; \-----'�" .--''+f �`"..-`7iPl�4 L 1. 1 \ --.r- `viJ1 V) ;' • ' U _WF `\ ✓� / �� `,.,..-.•_ "'"\ '�'I..-"''-'� '��-�"-- ` � ^'^"'ter t, �' � �+\ ,J� � �� fA AP OX. LOG / -f- -1 �� r // //.--` Jr� { � f -ti,,:. / / 4 ,4 n "X--'-/ � r-r'-•.. :1i1 �� ..^ W O ��Q co / ! TH O N,, /i�//� / PD -. ,` \ r r \ \ Lam? �� - ` 1 c� MICHAE S. Y �. 031162 sIONALG f TV 3 / \ J / \ / \ - - - z F, z W WO yRM uj a S ~�C 5/F __,\__" �-• i ' Q uj t;t a 664 1 a ' 14 tt PROP. It?: y ° ,r I I IP. IC1 1�' TI !� ................ 78 ELEG. ESt 4T .y _ 10 / \_ J __ __ _ at /as m r' FRROX. LO(... / L G. E5MT. � -�-__ --,,.c _ �� 1 / Im ZL too 680 -AWL Lim, DATE: MAY 2001 " 10 T4 ---- I — --- -- 6 _ — _ZGN: M! _ _ j i \ I jI/ SCALE: 1" — 30' -� \ 11 E �\ (01 / /; 2' JITIIIE BUFiffR 6b VA 30 15 O 30 (! DESIGNED BY: MSS i HIGH � il .\ JOB NO. 3015 \ I t 76 SCALE: 130'THfS5T4E-ETa2FofR LANDSCAFINGCNL**�l SHEET 9 OF 12 A X Street approach some (radius to be as A surfacing as mainline --� roadway shown on plans) (Radius to be as Zint shown on plans) 2" Radial ombination curb and gutter L4,� BT6X 6" Class A3 (H.E.SOptional Flow Lin ConcreteExe Expansion Joint AJ w, SECTION C-C Note: Width "B" 2'-0• or as Mainline roadway shown on typical section. PLAN VIEW b Construct Grade changes with a parabolic curve. 10' Parabolic Curve Edge of shoulder 18% Max. or Optional Flow Line — Slope Change D When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please Mainline Roadway note the following: 8% Max Slope Change D X )KMainline pavement shall be constructed D to the R/W line (except any subgrade 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A Radial curb combination curb and gutter shh all not be constructed beyond the R/W line except for replacement purposes. When used in conjunction with standard Guidelines for Grade Change D CII or CG-7, the curb face on this Standard is to be adjusted to match the mountable curb configuration. Entrance Volume Desirable Maximum High (more than 1500 VPD) 0 % 3 % See Standard CG-12 for Curb Romp design to be used with this Standard. Medium •500-1500 VPD) 3 % 6 Y. When the entrance radii cannot accommodate the turning requirements of anticipated heavy Low (less than 500 VPD) 6 % 8 y truck traffic, consideration should be given to CG-11 CG-12A increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional Rowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SREF PECIFICATIORENCEN METHOD OF TREATMENT — CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 203.08 VIRGINIA DEPARTMENT OF TRANSPORTATION i CONSTRUCTION ENTRANCESTONE ,. „ ..;••a.r.R.: ,,:.:. ;b.a ;6 ;6 ;F ;r,r. ;,:.a.:. ;t•?6:ra6r• ;. 1=11-11-II=11=11 r•�r�s,:�r.�r.�r•�r.�r�r�r•�r.� �r�t�t•�ri►.1��r.�r. 11=11=11=11=11= ' AOVWAKE ,. NVK EA DZi , • ___=-=-1-T:'�{fit.. ��:c•-�c..c.. c•. a /:�!! 1�C•! 1,=�1•�?•! �t �i:�(.�j�' �t �P t �t �t fit•! fit! III , , „w \'f•� f_ill�_� a i PLAN 12, UK SECTION AZH#aeM CONCRETE SSRACE SECTION B-B &VAT AQ4 0 hnm 198J Mnond 2rabrds for Sod' eTDsan and Seddnenl CI>nhac and Ko. 0571C Pole 3.I 4, r CROSSWALK •o•o• �\yam\ o• o 3' 5' MIN (10 .A MAX (10:1 MAX) 'ERMISSIBLE CONSTRUCTION JOINT B 0' A TANGENT PLAN ® 7" WHERE STD. CG-3 OR CG-7 IS USED 8'-0" 4'-0- STD. CG-2 ® 6" 12.1MAX. 48:1 MAX. OR CG-6 20:1 D SECTION A —A # 5 DOWELS, 5" LONG 0 12" C-C PERMISSIBLE SLOPE 1 0: 1 CONSTRUCTION JOINT MAXIMUM SECTION B—B obo• * T LIMITS OF EXPOSED AGGREGATE SIDEWALK ® 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 USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. —� CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR ( RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE r I1VIJr1. mAmr JMHLL IVU I r.Al,ttU H IVIHAIMUM JLUYt Vr I z: I. CROSSWALK(( I (CROSSWALK I SLOPING LOPII GECONSTRUCTION F CURB IONM WI TH POURED BALI MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMTYPICAL PLACEMENT TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION BE CLASS A-4. WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -(PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND 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 DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION BLOCK & GRAV,74 L CURB INLET SEDIMENT FIL TER CURB INLET 1 BLOCK WIRE SCREEN GRAVEL FILTER RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT Iilul- I�=1 IulElil�==��'_�_-=�•••.IJ '=11(�I�IIIII IIIIII=III(11=111111==1°—�IIIII III�I=III 1Tri- - �IIIIII� WIRE SCREEN ,./ STUD CURB INLET SPECIAL APPLICATION THIS 11 OF INLET PROTECTION CURB IN1= WHEREOVERFLOW CAPABILXTYIS NECESSARY TO PREVENT EXCESSIVEPONDING IN FRONTOF THE 0 GRAVEL SHALL BE •• 1' #5 COARSE SOURCE:DSWC PLATE 3.07-8 4" REINFORCED CONCRETE 3000 PS 1 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" 1' C'.* 0"I _�_� III II II II11=1= -III-III-I I ICI I� COI IIIACTI-(III I MPED SUBGRADE I DENSITY) CONCRETE SIC)EW)4LK DETAIL (NOT TO SCALE) concsw PIPE OUTLET CONDITIONS A A PIPE OUTLET TO MAT PLAN VIEW ��I• pi 0 X 7 SECTIONI .1 I l e 1.. , do PIPE UTLET TO WELL DEFINED CHANNEL PLAN VIEW �� •� + +• • I- SECTIONFILTM CLM MY IN,,.• Ile 1 al roR WI PERnCr= BASKET. OR CONCRETE. 2. La is THE LzNGTH or THE Rnm" APRON As c&tcLuTsD NOTES: 1. APRON UNING MAY BE RIPRAP. GROUTED REPRAP, GABION I L' f. 'I I STONE DIAMETER, 1 I INCHES. Source: Va. ON51 TE 71I C,4L PAVEMENT SECTION NOT TO SCALE HEAVY PAVEMENT SECTION - TRUCK TRAFFIC 1.5" SM-2A SURFACE COURSE 3" - BA SE s u BM B E COURSE 8" SUBBASE VDOT STD. GR-21A 1-1 1 WI —I I MI-11 1-1 1 1-1 1 1-1 1 1 111 .I I I_I I f—III—I 11-1 I I-1 I I_I I I III —I 11= COMPACTED SUBGRADE I_I I I_ITI_I i I_I I I I_I I I—T_ITI_I (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE I DESIGN VALVE OF II SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4- :2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW III 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND R INTO THE TRENCH. FLOW 4. BACKFlLL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC III��.' WITtE I SOURCE: A& red Iron WAIIII Uon of Strew and Fabric Eta Barriers for Sediment Control, PIAM 3.05-1 ONS 1 TE 7rF I CAL f'AYEI„IENT SECTION �-j NOT TO SCALE L IG4T F,4VEMENT SECTION 1.5" SM-2A SURFACE COURSE 15" 5M-2 BASE COURSE 6" SUBBASE VDOT STD. GR-21A i III I i I III I i I I I I I i I IIITi IIITi III I III I i I IIh-i I I I COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 16. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt3 This area may t at the option of the contractor This curb may be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban & suburban areas. if these design speeds are exceeded Standard CG-7 is required. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. For use with stabilized upon -graded drainage layer, the bottom of the curb and gutter 811911 be constructed parallel to the slope of subbase courses and to the depth of the pavement. Note: Combination curb &gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000PSI if precast. SPECIFICATION REFERENCE COMBINATION 6" CURB &GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 PARKING LEGEND SCALE: 1 " = 200' EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA STANDARDS ASPHALT PVMT.---\ I N, • 4 • 4 1 GUTTER SUBBASE III— I I -III —I I 00 c —1 11=III=III_ COMPACTED SUBGRADE III (95go DENSITY) CCU-(oR DEPRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE IS THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, P5I-4000 IF PRECAST. CA-cg-br-depcurb Dt-dwwad PAVEMENT 2' CURB CUT • �21 4 4 T* I 0 VDI SPEC. 414.03, CL. I, TYPE A TYPE I SCUPPER DETAIL NOT TO SCALE Dt-scupl REINFORCED CONCRETE, • 5 REBAR 18" O.C. CLASS A-3 CONCRETE 6" BASE 21-A V6.1 II .••,v, L.V ....I..V..I�..•. V (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) TR,4&H DUMPSTER PAD (NOT TO SCALE) W W Z Z W o � Cal � a N Rf CV I 00 I rn .� ; o I LU o W�, U X Z\ V) rn w i4 ;-1 b � o W � E-� Z W 0 z" O U) zW 5� W d W a A W V) W 0 4 A�� T Q r MICHAEL S. CK Y „e ?�v4 v 1 LIC NS No. 031162 �s'SjONAL �G a: ui O Z W o z (4 E -1 Q4 � W � 1. w� E Q Q �U W E (� W U1 �+ DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 10 OF 12 0 0 0 CU m N Q F_ F- 0) 3 O C1 0 m i L CD CD L Q7 L U f0 3 cn 3 0 m NOTE: SEE STORM WATER MANAGEMENT COMPUTATIONS BOOKLET CD FOR DETAILED POND ROUTINGS AND COMPUTATIONS 4 Plastic Solutions Inc. Z 540-122 -46 J4 R 0 CK CHECK DAM SET TREE LEVEL AND PLUMB --STRAIGHTEN AMR SETTLEMENT IF REQUIRED. SET TREE 1/2° THICK STEEL WITJ-I TOP 1/8 OF ROOT D4LL ABOVE FMISNEp Uj ANTI -VORTEX PLATE PLATE (DIA=Dr/4) (1/4" STEEL) GRADE W TRASH RACK ENCASE WIRE AROUND TRUNCK IN BLACK 2 ACRES OR LESS OF DRAINAGE AREA: RUBBER HOSE. 5ECL RE AT HEIG44T ABOVE 10Y =(6,53.41 100YR WSE=654.02 FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE V 2YR WSE■652.13 AND/OR REMOVE WIRE BASKET FROM BALL 6" WIRE 012 GAUGE Uj CV 3' o Dr = 12" FILTER CLOTH cn CO (OPTIONAL) 2" DOLIMLE SHREDDED HARDWOOD C\2 . Q �� 3 SOIL SAUCER C\2 co 30" ORIFICE i •. (DOWNSTREAM VIEW) _ ,0 �CD�I 3 STAKES � INV.=64850 zz BACILL CoAIVDOT #1 COARSE AGGREGATE III IGNTLY COMPACTED SETTLING MOUND x - I�I�II�I�I„ GRADE LlJ � O O LU .� �,-: - • : FLOW TYPICAL PLANTIN6x DETAIL-- EVERGREEN TREES • �' •` 1 (NOT TO SCALE) Lo --' Trash rack manufactured POND A OUTFALL 5TfiRUCTUfRE DETAIL NOT TO SCALE Trash rack manufactured bg Plastic Solutions Inc. 540-122-46S4 --\ ANTI -VORTEX PLATE (1/4" STEEL) 10Y =(o55."31 100YR WSE=656.13 2YR WSE=654.16 Dr = 60" 21" ORIFICE INV.=64850 POND B OUTFALL 5TRUCTUfRE DETAIL NOT TO SCALE 1/1" THICK STEEL PLATE (DIA=Dr/4) .T TRASH RACK 3. _. 2-10 ACRES OF DRAINAGE AREA: FIL (0I VDOT #1 COARSE AGGREGATE FLOW SOURCE: VA. DSWC (DOWNSTREAM VIEW) � O STORM 5ElNER INLET GOMPUTATION5 ° U_ Uj 0 w_ E STANDARD G 6-6 .0208 2' -0833 4.0 35" 0= .146 r_ 0 STANDARD G 6-2 .0208 I' .0208 1.0 I" .0855 # U INLET Z -. v pi � Lu p LU CL a w s o Q i 1 x O -• 11 �� ~Uj # w -. -. -. tX v , v -. Q >i SHEET---- OF----- _ tY >L O H Q Q Z Q Q ^ z 1�L , -. �� -. � �� -• � r Q 3` v 6 .� LL W �, J t- F- I- Ca z ww �U d (Y Q I- Q Q d V v 1l,, W - v Q/ v F- Q � j O Ua O n 1~L ' 1~L `_, Z LL! s F- O 0 d 0) Z W QQ - �� Q� �� H + LIl J v O H LU v D REMARKS d) kn 2 DI-3G 6' 0A AC .8 .12 .12 35 252 0.0 252 .02 .0208 11.30 2' .0833 1.0 1.0 0.46 0.0 1130 SUMP 3 DI-3G 6' 1.45 A .8 1.16 1.16 1554 4.06 0.0 4.06 .02 .0208 6.86 2' 0833 1.0 1.0 0.46 0.0 1554 SUMP 4 DI-313 b' .12 AG b .516 516 35 2.016 OD 2.016 .02 D208 q.14 2' .0833 ID 1.0 0.46 0.0 q.14 SUMP l DI-3B 6' .24 Ar, .8 Iq2 .Iq2 35 b72 0.0 .612 .02 .0208 228 2' 88 .0833 4.0 1.0 35 .146 .161 62 ID 1.0 0.46 .61 0.0 8 DI-3G 6' b5 AG b 52 .52 35 1.&2 0.0 1.82 .02 .0208 q.10 2' D833 ID 1.0 a4b 0.0 q.10 SUMP 10 DI-3G 6' 52 A .8 Alb Alb 35 1.456 0.0 1.456 .02 .0205 1.64 2' .0833 ID 1.0 0.46 0.0 1.84 SUMP II DI-3B 6' .8 AG .8 .64 .64 35 224 0.0 224 .02 .0208 10.45 2' .0833 ID 1.0 0.46 0.0 10.45 SUMP 12 0I-313 8' 16+44. .41 AG .6 .328 .325 35 1.145 .02 I.I68 .02 .0208 4.03 2' 5 .0833 4.0 OA5 35 0.14b 0.15q 8.1 ID 1.0 0.46 1.11 0.0 13 DI-3B 6' 1 13+q8.1 3 AG b 24 24 35 .84 0.0 .84 .02 .0208 2AI 2' b7 .0833 4 Ab 35 .146 .Ib4 6.q 1.0 1.0 0.46 .&2 0.02 TO INLET 12 14 1 DI-313 8' 16+05.1 .34 AG b .212 1 ,212 35 152 0.0 A52 .02 .0208 3.31 2' .5q .0833 4 Ab 35 .146 .163 1.3 1 1.0 1.0 0.46 A5 0.0 STORM SENER DES I CAN COMPUTATIONS O � 00 RAIN AREA RUN GOEFF G X A DES16N H TOP ELEV REMARKS ING GUM Tr- RAIN FALL RUNOFF"n" PIPE DIA SLOPE (%) GAPAGITY 0 VEL FPS LEN6TH UPPER INV LOWER INV FLOW TIME (SEC) A G 2 1 DI-3G 1 1.20 .8 qb I 2.q5 5 MIN 5.8 1 36.27 36 .50 .015 47.16 7.55 180 664.20 663.30 675.6 3 2 DI-3G L77 .8 1.42 I.qq 5 MIN 6.3 31.5q 50 .50 .013 2q.00 6.44 300 662.20 664.70 671.q 4 3 DI-3B 72 .8 .58 .58 5 MIN 6.5 22.78 24 .50 .013 15Pq 7.25 106 667.23 666.70 676.10 5 4 MH O O O O 5 MIN O Iq.05 24 5.44 .013 52.76 6.6q 147 675.45 667.45 681.g0 7 6 DI-3B .24 .8 Iq 5.33 5 MIN 5.8 86.44 48 6.5 .015 366.4 14.50 105 664.83 655.00 672.00 8 7 01-3G q2 .8 .74 2.26 5 MIN 6.0 15.57 24 .73 .015 Ici.32 4.32 137 667.31 666.31 675.00 Cl 8 MH O O O 1.55 5 MIN 6.4 q.74 24 .5 .015 16.05 5.10 251.0 66q.0 667.81 678.50 10 q DI-3G 1.11 .8 .bq 1.55 5 MIN 6.0 10.05 18 .63 .015 8.57 5.71 126.0 670.30 66q.50 675.00 12 7 D I -3B .40 .8 .54 .55 5 MIN 6.5 72.66 54 .2 .015 87.45 4.57 86 665.25 665.08 672.00 13 12 DI-3B .2q .8 .25 .25 5 MIN 6.7 1.66 15 1.50 .015 7.q1 2.42 24q 671.74 668.00 676.50 14 12 DI-3B .54 .8 .2q .2q 5 MIN 6.7 bq.Ocl 54 .45 .015 151.5 4.54 6,51 665.66 665.35 672.8 11 10 D I -3B .8 .8 .64 .64 5 MIN 6.7 4.32 15 1.00 .015 6.46 5.52 80 671.55 670.55 676.40 ti? j 3' CLASS I RIPRAP RUBBER HOSE GUY WIRE 812 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE TOP I/S"OF ROOTBALL ABOVE FNISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGRTLY COMPACTED SETTLING MOUND TYPICAL PLANTIWS DETAIL-- TREES OVER 2-1/2" CALIPER PLATE. 3.20-1 (NOT TO SCALE) 1"X4"X4'-8" SLATS, 2-FINI5H NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 1.25" 4'-mil NOTE: PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 4"X4"X8' POSTS CONCRETE FOOT WOOD FENCE D E TA f J_ NOT TO SCALE t\ s4 �. rl- 2! wul 0 A C\2 co TH U MICHAEL S. PTICKI �� LfC�0l0. k'S 03" NNAL cc w 1�_ Z__1 O Wo Z 0 Q-' W E 04 U� w W z - W Q� ate, W WO Z ZU Q Q U� �U W � Q W ci8 in 17, DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 M SHEET 11 OF 12 3 a 0 CD CV lD O Oi 0 m 0 D a3 O N M / (T L QJ a) C LL) L CD a- C aJ C-) N0 4t n7 O 3 Q) 3 Ln O m / a, Li 0 Avg general back ,see note) select ;fill note) STANDARD general backfill (see note) CONCRI=TE ARCH backfill select :fill note) 2 0. D. form I 6" minimum 9711, machine excavation limit C" trench bott m gate valve ;;;- gate valve & boxes do box undisturbed ea4h stone bedding TEE, WYE. OR ELL* 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 bearing dimensions "D" = 18" min. for 12" thru 20" pipe against undisturbed soil shall remain as shown. p p see chart below for A. B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS-6""minimw� Pipe Dio. Plugs, Wyes &1 Tees 1 /4' and 22 1 Bends ' 45' and 90' Bends -- A B C A B CN2'-6'1'-0"4'- C 6 1'- 0 -9 1 -0 0 -9 -9 -9 -9 1 -9 -9 1 -3 0 -9 -9 -9 -9 2 -3 10 1 -6 -9 1 -6 1 -0 -9 1 -3 -9 2 -6 12 1 -9 1 -0 -6 1 -3 -0 1 -6 -0 -0 14 2'-0" 1'-0' -0 1 -3 -0 1 -6 16'-fB -3 1-0 -6 1 -6 -0 2 -0 T -0 4 -6 18 2 -6 1 -3 -9 1 -6 -3 2 -0 3 -0 -3 4 -9 20 8" 8" 8" 8" ll I/4' THRU 90' BEN DS 24" select 24" select backfill backfill see note) :, see note) fittings �galvn rods over fittin s and stone e m bed ed in concrete thrust bI ock . 6" O.D. g" 1 2 0. D. / s. _ FITTING SIZBZOD SIZENO. RODSI ENT " 12do LESS 6 .. 2 30" ' 14" - 20" 8 2 36" 6., Concrete- i A' concrete concrete ittin f in VERTICAL BENDS ' `:'%``... size - - 16 CONCRETE CRADLE CONCRETE ENCA6EMENT stone bedding 6" - - - 1.3 8" - - 1.1 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 NOTE: To be compacted to 95% of ASTM D698 maximum density. 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 - TRENCH 4 BEDDING CONCRETE THRUST BLOCKING Figure 1 Figure 2 concrete pad concrete pad 18"x 18"x 6" 24"x 24"x 6" deep deep an varies 2' min. to property line 2" saddle service 4" stone blow -off 4" st e hydrant 2" Corp. stdpadway box 2" coupli 48" min. 2" coupli 2" type K 2" type K coppe Copp standard beddi water main 2" ball valve curb stop 8"x 8"x with 2" square operating 16" solid nut block Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover (cover labeled _-_-6" manhole water) adjustment • •• ring a -- stone bedding BLOW -OFF ASSEMBLY Figure 10 finished R I I cleanout SDR 35 gasketed bell sanitary Wye (see note) sewer main SDR 21 S cast iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4') Panello Model PA6SV-CSK (6") square concrete skid pad 20"x 20"x 12' deep 4" stone -SDR 21 SDR 35 spigot - by SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bell 45' bend (see " stone bedding NOTE 1.Mere length of service lateral to exceeds 75' a cleanout assembly shall be fumished at the property line. 2. If top of sewer main is greater than 15', then Wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure Il HH77-156HC-11-77 2" custom setter (meter by FCSA) cast in place access door, standard flat top for 4' centered in top diameter ((see note 1) manhole varies at property line (see note 2) 2' relax. Inished grade roadway box 2" type K copper tubing (no joints from main to curb F ;� N 3' riser section for 4' diameter manhole with cutouts saddle with m 2" in. corporation) stop water main solid support blocks under custom setter boll valve curb b 6" stone bedding stop with FlP ends, with 2" gate valve operating nut NOTES: --� 1. Access door shall be by Halliday Products or our approved equal: 8" a) in non -traffic area - model no. S1R3030 - b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, (typical) across the street, to one foot beyond sidewalk. 6" stone bedding 1 1/2" and 2" METER INSTALLATION Figure 6 NOTE: fittings and pipe for drop to be some size as incoming sewer DROP MANHOLE Figure 13 NOTE: EXISITING MN IS 4' DMA. NO 5' DIA. MN IS REQUIRED tone bedding (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE vALvE Figure 6 • r •r � w�� NNIIIII.iN11I/ J -:IM::y-y :rr� rtilU� - -. ■■■ ■u n ��a-� a- �� 11 �Yy� _ -- -- L BARS A FACE OF CURB VA I GALVANIZED PLATE TO BE BEM ON AN ANGLE OF 66' 30' AND IS TO BE ANCHORED WITH % " X 4" EXPANSION JOINT STUD SHEAR CONNECTORS WELDED TO ENT PLATE AT 2'-0" C-C. TYPE A NOSE DETAIL SHALL BE USED WnH CG-3 AND CG-7 STANDARDS. TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 AAO CG-6 STANDARDS. BARS B 5"XI/4" BENT PLAT f r. GALVAN21/x"X1/i 4" c �\y TYPE A �TYPE B 'X 3 0" C MN. W. STUD SHEAR O NOSE DETAILS ANGLE WELDED RON a 2' C-C ' 10' MAX. 2" APPR. PAVEMENT WARPED JPAVEMENT \ T_o. BARS E DETAIL WHEN USED BARS F 2" 3„ B WEEP HOLE BARS A ADJACENT TO CURB KEYED CONST. JOINT BARS B 2-p 2 OACH GUTTER WITHOUT GUTTER WAR ' PED GUTTER - � BARS C M H BARS A 2" _J 9 7" KEYED CONSTE. JOINT APPROACH GUTTER BARS D r' WARPED GUTTER io BARS F A BARS E ARS C 2 ASE FRONT ELEVATION VIEW 1' B" BARS c (CUTTER REMOVED) �_______ BARS F w SECTION B-B , STEPS. I CLOTH o SEE NOTE 5. I WEEP HOLE. p-4A I� q-48 L OF4C L 3 to SEE ROTE 6. I } • K I -- ---- - ---- FLOW ------- + + Ls �I -- - 1 FL� s row FOR USE ON GRADES FOR USE N SAGS BOTH SIDES TO BE SYMMETRICAL SECTION A -A SHEET 1 OF 2 STANDARD CURB DROP INLET RE`�A'"" REFERENCE 36" - 48" PIPE: MAXIMUM DEPTH (H) - 8' 233 p4.15 VRGNA DEPARTMENT OF TRANSPORTATION 302 DI-3A,38,3C FOR DETAILS OF INLET EXPANSION JOINT r` 3'-�D" FRAME M COVER ,-BACK OF SIDEWALK JOINEXP�ON x •. 01• -" MENEM '' � - ill■■■■■■■■i1�■■■■■■■■■■■■■■■■■■■I E}! �jt• ■��l•.r�rrau::lam-.r<a-a----=--ii.-------- • �riiuu,----------------------------+ . . - - - `- :. D FACE . SECTION A -A KEYED CONST. JOINT WARPED GUTTER -BARS A APPROACH ,- I � BARS F BARS E B "+ BARS E __� 'At J" DIAMETER BARS B WEEP HOLE FRONT ELEVATION ''-e" B" ------ __ BARS F (GUTTER REMOVED) i 1/r�� ' I SX1/4 " BENT PLATE SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 M CG-7 STANDARDS. • - •� I/A R L2%22"X2�/ "X�'I, GALVANIZJD TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 STANDARDS. TYPE A TYPE 8 X 4" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANCLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH %_" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APR. PAVEMENT DI-3A L DI-30 L DI-3C L WARPED PAVEMENT t-t ------ ---1 4 FLOW I i I FLOW •i J 0J DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET IOF 2 STANDARD CURB DROP INLET SKPECIFIGATION 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 104.00 VRGIINA DEPARTMENT OF TRAOMORTATION 302 CID W W CD M WCv O Cfl In Cat CV It a N 0 C~ 00 C\2 Z x p CQ kO CQ ) O U .--I R• ' 4 tr+ H 44 rn w �4 �-1 U O MO a G," W �J U) CO E-• z W O Z U 0 H V z 5W C7 W � W 0-+ A W V) CD W QN O A C\2 11-1 CD rl�111 NLTH yMICHAE `t.,� rK Y� a �j LIC NS No. r Off, 031162 �SSIONALG a: LU 111`_ p Z I W O Z E� � D � E, N ✓ti W � U I M� O� Q Z a W Z W rOrll V I -•-I a �D QI UCo W Q rE- V 1 ram. ^ DATE: MAY 2001 SCALE: NA DESIGNED BY: MSS FILE NO. 3015 SHEET 12 OF 12