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HomeMy WebLinkAbout25-10 Navy Federal Credit Union - Shop & Pump Building Addition - Shawnee - Backfile (2)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 Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - -' _ , ! - -330- SCALE: 1 " = 2000' Z County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INDEX CONTOUR ---------------------------- 330 Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a�j Millwood Pike 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 construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EX E/P �® no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment EXISTING EDGE OF PAVEMENT W r , kts. I7 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 ✓ O +r �a 50 LU Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EX C&G ` Victory Z3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EXISTING CURB AND GUTTER -_ p Lane (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 WESTVIEW BUSINESS PROP C&G �o .•` O accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER 4P 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is fla ers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. C�NT�E pp p g gg CG-6 CG-6R 4r' , required under State law. TRANSITION FROM CG-6 TO CG-6R ,°,.,_,..,.,.,,:,_, .,,.._,,,,_. ,..:,.:.,...,. , CITY OF Independence o W cv, V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic WINCHESTEIR CD CD Co 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the EXISTING TELEPHONE LINE - -T - - - -T - - - -T - - - Drive p S I -�-C o1 Co 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 Winchester �" G `j (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 PROPOSED TELEPHONE LINE T responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to this responsibility. A o v 1 Airport :� Co� EXISTING STORM SEWER EX. 15" RCP � � Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP �O •� i o V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject ,c� 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision PROPOSED STORM SEVER `vl` S'9,/ Z > cd PP P representative of the developer must be available at all times. shall be the responsibility of the developer. - Air Ort EXISTING SANITARY SEWER - S - - - - S - - - - S - - - �`�� �. p W ,d o i 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 Sp W 40 to o 0 t Control Devices (MUTCD). permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE - - E - - - - E - - - - E - - - -V 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 SHEET INDEX '-' E" 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 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE 1 ^ - -0 - - - -0 - - - -0 - - - OVERALL AND LANDSCAPE COMPLIANCE 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 PROPOSED GAS LINE EROSION & SEDIMENT CONTROL PLAN, NARRATIVE AND DETAILS 3 S. o undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required G a) 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 4 on the plans and as required at the field inspection. PROPERTY LINE DETAILS SHEET 5 V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent 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 an` maintained in accordance with Section FLOW LINE 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 by this project shall be maintained through construction. The Developer shall have, within the limits of the X X X 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 w W 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 basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING TELEPHONE PEDESTAL 0 O O 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 VIC. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ TEE - -�- -- - -�- - t-'-1-w- - --- whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION Z PROPOSED WATERLINE Yi/ TEE W --t~-f OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION U (3condition at all times. O 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 utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict PROJECT INFORMATION W ° Q sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE - and connections to existing lines. FAR CALCULATIONS: V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER W 0 PARCEL IDENTIFICATION NO. TAX MAP 64 (W) 1595 0.' w w 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 EXISTING BUILDING: 106,131 S.F. (2.436 AC) standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER W bb.- PROPOSED BUILDING: 4,019 SF. by VDOT. TOTAL AREA: 12.0M ACRES PUMP BUILDING: 419 S.F. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROJECT AREA: 0.39 A ACRES TOTAL: 4,458 SF. (L CL STOP SIGN � DISTURBED AREA: 039 ACRES 116,958 SF) TOTAL BUILDING SIZE (PROPOSED AND EXISTINGh � � 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 CURRENT ZONING: M-1 } } 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 CURRENT USE: NAVY FEDERAL OFFICE BUILDING 110,589 SF, (2.539 AC.) ly utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to PARKING INDICATOR IY lY INDICATES THE NUMBER OF TYPICAL PARTING SPACES Al2 PROPOSED ZONING: M-I PROVIDED: private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project PROPOSED USE: NAVY FEDERAL 2.53g AC. BLDGJ12 AC. = 021 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 SHOP BUILDING ADDITION AND W 0 result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARKING PUMP BUILDING ADDITION GROSS FLOOR AREA: EXISTING = 106,131 SF. �� M BUILDING HEIGHT: 19'10" NORMAL TO MATCH EXISTING HT PROPOSED SHOP BLDG = 4029 SF. Q 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 VEHICLES PER DAY COUNT 100 PROPOSED PUMP BLDG = 429 SF. must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site in six 6 inch lifts to 95% of theoretical maximum density as determined b AASHTO T-99 Method A, within MAXIMUM ALLOWED = 60' p Y P P g g / () Y Y TOTAL = 110,589 SF, 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 direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT BUILDING SETBACKS: REQUIRED ,TH Opp,% 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 FRONT: 15' SIGN$: PLACED ON BUILDING project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN SIDE. 251 OUTDOOR LIGHTNING: AS SHOWN - NO NEW SITE LIGHTING PROPOSED �� ,%f � / ��✓ REAR: 25 LIGHTS SHALL BE DOWNCAST OR SHIELDED 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V15. VDOT Standard CD and UD underdrains shall be installed where indicated on thhese plans and/or as PROPOSED SANITARY LATERAL CLEANOUT S PARKING SETBACK$: TO PREVENT GLARE ON ADJOINING in accordance with state law. In the event gravesites are discovered during construction, the owner and specified by VDOT. FRONT: 25' U RANDY L, K PLER 9 engineer must be notified immediate) SIDE: 5' PROPERTIES OR PUBLIC RO.W'$ g Y SANITARY MANHOLE IDENTIFIER 12 '� L I C. No 32809 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet REAR: 5' �J 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. OUTDOOR STORAGE: NONE PROPOSED ��I4-Jk, 2011 V at (540) 662--4185 immediately of any discrepancies between actual field conditions and the approved plan. PARKING CAL 1!'1 AT. IONS � 1 STORM DRAIN STRUCTURE IDENTIFIER 6 cS � V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be PROPOSED SHOP ADDITION ONLY iNCREASES OFFICE SPACE LANDSCAPE CALCULATIONS SIGNAL 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 followi''ig the EASEMENT LINE (SNAP) BY 638 SF. REMAINING ADDITIONAIS MECHANICAL ROOM SEE SHEET 2 OF 5 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. AREA USE 638 SF IN PARKING CALCULATIONS. TIONS. professional engineer and results submitted to Frederick County prior to pavement construction. If a CENTERLINE - - REQUIRED: HANDICAP SPACES REQUIRED: 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 735.4 OFFICE: 1 $PACE/150 SF PER ADA ■ 9 SPACES start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION X 106,131 SF + 638 SF = 106,169 SF FOR PARKING CALLS 0 VAN ACCESSIBLE) 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 PROPOSED SPOT ELEVATION 355 106,169 5F/2TOTAL REQUIRED 50 SF x •42101 SPACES • 425 SPACES SPACES PROVIDED: or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. X excavation or demolition. Names and telephone numbers of the and operators underground utility lines in EXISTING TREE LINE EXISTING = 423 SPACES 432 PARKING SPACES Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. PROPOSED = 5 SPACES TOTAL HG PARKING SPACES • Il N.C. SPADES PROVIDED cc Z Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road TOTAL PROPOSED = 428 SPACES 24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified SITE PLAN APPROVAL copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking 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 _ - Q construction and testing of 'Che density control strip. n nNc1 Note: An lace within these plans statingGreenwa Engineering, shall represent Greenwa Engineering, Inc. WATER. AND SEWER DEMAND NAME DATE!.q�1210' � � 1 Q FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of e D Roadand Bridge FREDERICK COUNTY INSPECTION NOTE$: SITE PLAN NUMBER {�� _ 1� IL i- Specifications. Density shall be determined using the density control strip as specified in Section 315 and I. BUILDING SHALL COMPLY WITH THE VA UNIFORI`1 STATEWIDE BUILDING CODE AND SECTION 303 (B-BU5INE55) OF THE INTERNATIONAL BUILDING ® U VTM-76. A certified compaction technician shall perform these. tests. Certified copies of test reports shall be 1. Water Demand: 0 gad CODE/1006. OTHER CODES THAT APPLY ARE ICC/ANSI AII1.I-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ~ submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified, and given the 2. PROPOSED ADDITION SHALL MAINTAIN THE EXISTING BUILDING TYPE OF CONSTRUCTION. UNLIMITED AREA BUILDINGS SHALL MAINTAIN A 60' OPEN 0.' 1. The Authority's Water and Sewer Standards and Specifications are available at opportunity to be present during the construction and testing of the control strip. 2. San Sewer Discharge: 0 QT) 0) PERIMETER AS REQUIRED BY CODE. � E- www.fcsa-water.com. 3. REMOVING EXISTING ADA RAMP AND REINSTALLING NEW ONE. RAMPS WITH GREATER THAN 6" RISE REQUIRES HANDRAILS ON BOTH SIDES. o 2. The water and sanitarysewer portion of the plans are valid for three ears from date of FCSA approval. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and larger GUARDRAILS/HANDRAILS SHALL COMPLY WITH 2O" USBC/IBC CHAPTER 10. r ~ ^ P P Y PP P�P Y- ( ) g � Q 3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of shall be explored below the bottom of the excavation to determine the type and condition of the foundation. 4. FIRE EXITING PLAN FROM THE REGISTERED DESIGN PROFESSIONAL WILL BE REQUIRED WHEN SUBMITTING FOR BUILDING PERMIT TO VERIFY ANSI The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to SURVEY AND TOPOCRAPHIC INFORAIA TION AND ALL REQUIRED ExITS. E-, W O E- construction. 5. ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VA DE51GN PROFESSIONAL. PLEASE NOTE THE 4. The contractor shall coordinate with and arrange for inspection by the Authority. placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, W J 5. The contractor shall connect a new sewer line to an existingmanhole b core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation REQUIREMENTS IN CH Il OF THE IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE OF STRUCTURE (SOIL, CONCRETE, BOLTS, ETC.) Y g g / 1. Boundary survey was performed by: 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. stabilization shall be determined by the engineer and approved by VDOT. GREENWAY ENGINEERING Dated: 6-08-07 WINCHE$TER REGIONAL AIRPORT AUTHORITY NOTES: to - Z W O The Authority shall furnish all needed material and make the tap. 1. IN ACCORDANCE WITH THE CODE OF VIRGINIA, SECTION 152-1194, AND THE FAA, THE CONTRACTOR MUST FILE A NOTICE OF PROPOSED Q E- The The contractor shall submit an Application for Wet Tap and pay the required fees. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. CONSTRUCTION, FAA FORM 1460-1 WITH THE FAA FOR ANY TEMPORARY CONSTRUCTION EQUIPMENT TO INCLUDE CRANES, DERRICKS, ETC. IF THEY - U� 7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's inspector. 2. Aerial, horizontal and vertical control surveys were 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. Z 8. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified performed by: GREENWAY ENGINEERING 2007 THE: FAA WILL CONDUCT AN AIRSPACE OBSTRUCTION ANALYSIS AND NOTIFY THE CONTRACTOR IN WRITING OF THEIR DETERMINATION. THE REVIEW w � O (3 O y installed correctly. Before a by VDOT. (Year) PROCESS CAN TAKE SEVERAL WEEKS AND UNTIL THE FAA COMPLETES THEIR STUDY, CONSTRUCTION EQUIPMENT CANNOT BE USED AT THE SITE IF IT > � It is the contractor's responsibility to have the meter box assembl EXCEEDS THAT MAXIMUM AS STATED. O ~ �' permanent meter is installed: 3. Aerial topographic mapping performed by: 1. ALL CRANES WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in Dated: BE LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATES OF OPERATION SHOULD BE COORDINATED WITH DAVID FOLEY, OPERATIONS W W Q. b. The frame and cover shall be set to final grade. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after SUPERVISOR WINCHESTER REGIONAL AIRPORT AUTHORITY No LESS THAN 48 HOURS PRIOR TO START. V W W C. The distance between the top of the cover and the coppersetter shall be between 18 and 21 grading is mostly complete. 3. OUTDOOR LIGHTING SHOULD BE SHIELDED AND AMBER IN COLOR IN ORDER TO MINIMIZE LIGHT POLLUTION TO PILOTS APPROACHING THE inches. APPROVAL WINCHESTER AIRPORT. 4. ANY' TREES PLANTED AS PART OF THE LANDSCAPING SHOULD BE OF THE TYPE THAT ARE SLOW GROWING WITH A MAXIMUM MATURE HIEGHT NOT TO J d. All components of the meter box assembly shall be in proper working order. EXCEED THE ELEVATION OF THE PROPOSED BUILDING TO AVOID FUTURE AIRSPACE OBSTRUCTIONS. 9. For services that connect to existing lines: FIRE MARSHALS NOTE 5. CONTROLLED BURINGING SHOULD BE PROHIBITED DUE TO THE CLOSE PROXIMITY TO THE RUNWAY AND SINCE THE PROPERTY IS WITHIN THE FLIGHT a. The Authority shall furnish and install: PATTER . U N OF THE WINCHESTER AIRPORT. MATERIALS SHOULD BE HAULED AWAY FROM THE CONSTRUCTION SITE APPROPRIATELY. W 1. all 5/8"x3/4", 1", 1 %" and 2" water services Fire lane markings and signaee: U� 2. all sewer services. Any "No Parking" signs and yellow painted curb locations will be installed FREDERICK COUNTY ZONING ADMINISTRATOR DATE W b. The contractor shall: by field inspection at the direction of the Fire Marshal's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) ORICINAL SITE PLAN #: 23-01 SITE PLAN REV # 1 -#: 54-07 F IU' 1. coordinate the location of the service lateral with the Authority's engineering assistant YEARS FROM THE DATE OF PLANNING APPROVAL 2. submit an Application for Service and pay the required fees. TRIP GENERATION DATA Project Name: water lines must have a backflow prevention assembly (double check valve or RPZ, as required). The Project Number: CO > 10. All a p Y assembly must meet ASSE standard number 1015 or 1013. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD Z NAVY FEDERAL CREDIT UNION- SHOP B UILDING 3015E 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). NO NEW TRIPS - EXISTING The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall EMPLOYEES WILL OCCUPY Magisterial District: also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. THIS `SPACE Date of Plan: (Month, Day, Year) Radio read remotes are required. SHAWNEE MAGISTERIAL DISTRICT OCT 22, 2010 12, The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. Domestic water meter and its backflow prevention device, and/or its Owner: Address, Including Zip Code & Telephone No. DATE: 10/22/10 b. Fire service line's backflow prevention device. 820 FOLLIN LANE UTILITY CONTA CmS 113. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and a NAVY FEDERAL CREDIT UNION VIENNA, VA 22180 copy of the stations DEQ approved 0&M manual. These documents must be received before substantial Water/ Frederick County Sanitation Authority Phone: Verizon (703) 206-3405 SCALE: AS NOTED completion is issued and water meters released. Sewer: P.O. Box 1877 P.O. Box 17396 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 82 FOLLIN LANE (540) 868-1061 (301) 954-6282 NAVY FEDERAL CREDIT UNION VIENNA, VA 22180 DESIGNED BY: RLK Power: Rappahannock Electric Coop Gas: Shenandoah Gas Co. (703) 206-3405 FILE NO. 3015L 137 Kelley Court (Blue. Ridge District) P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. HANDICAPPED PARKING NOTE Front Royal, VA 22630 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 5 Handicapped parking spaces and aisles shall slope 540-662-2001 (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 10-022 SURVEY LEGEND: CMH=COMMUNICATIONS MANHOLE CO=SEWER CLEAN OUT DI=DROP INLET EMH=ELECTRIC MANHOLE FH=FIRE HYDRANT GV=GAS VALVE LP=LIGHT POLE PED=UTILITY PEDESTAL RD=ROOF DRAIN SCV=SPRINKLER CONTROL VALVE SMH=SANITARY SEWER MANHOLE SSMH= STORM SEWER MANHOLE SW=SIDEWALK TMH= TELEPHONE MANHOLE TRANS= TRANSFORMER UGT=UNDERGROUND TELEPHONE WV=WATER VALVE WVLT=WATER VAULT 1 !- Js-/ ,41 / r- \ `, \ TM 64-11-11 -r ---`-- - ' LOT 11- SGI DEVELOPMENT, LLC-- T.M. 64-11-13 PROJECT MATERIAL AND SOIL STORAGE AREA. AREA TM 64-11-12 LOT 12 WESTVIEW BUSINESS CENTRE SAI PRO _ERI SHALL BE PROTECTED WITH A CONSTRUCTION NAVY FEDERAL CREDIT UNION IN o. 0,30024440/ ENTRANCE AND SILT FENCE AT A MINIMUM. INSTRUMENT 07001486J ZONE. M1 ACRES E 44.1916 ZONE. • M1 USE. VACANT pRIV ,✓ _ _ , SE�URITY 34ZZ 25�2 _ _ \ — �.=''q \ �! IN61'47 41 ! E r 5.23' 1 -- sA=_'�' - t-CU.RB-AND fe �JJi'--�_• _`c�� -- _._..�,,- _ -. - - --- ----- --Rmi - i �� _ ' J��r... -- - - _i \ -�' "_ UTTER REPAIR \� PA KING �} �° -� ! ! ! + + ! ` .' ��!! ! TM f4-A-159N BR4DDOCK ST ET PROPFRT/ES LLC 1 - _ L INST. 00Q0068 4 ' �k = CURB AND ONtt M1 N 08'29 3 W ' ,---__-L-=318.76'- 1 1 i 1 i k`I! �` \'+ ! _ l '\ GU _ U E OFFICE a _ m T .1 ! \ ! .� ' \ PAIR -' ¢�,,\� k ! -gym 66,01 `!! ,'#'` "� / _/- j}^~ 1} rr'— d- \ Y L -, �` vj�v`'""'vV RL !� ��ii"- +�!! +1 — ! — },r �v EX. 3' HEDGE ! i3r ! .._,•_,_-,.. "..."''..-�..�' -t • 'J�11vv"•�v 1 1 l,7_51- /`��- '1 i �. ----'-- __ 1 - — - T_�_ _. _.a., I_T --T 7 1 \! ) / .Rio' 7 1 /ate{�A ! 1 1' 1 '1- _ L t +_ �` f 11 \\ INST 050010040 - -------'-------- ��, I--r a- r) - e,a 0 ! _ y� w ! 1 ZONE.M 1 USE. VAGAI jI-T-'-J _ j-_•'" -;J"-' J' -/ i �,� '�__--` -'1 tDc ,��" - " 1 �( %' -t� -� /� I i i i i I I I I �` I i �- j �--I�__ ! - i•--- = — --- " 1 o ,/� - - '\ _ 1! _-------- -_ 1 f r �� ' EX 3 EDGE / f r 1751 BRL I 1 /EX. HEDGit �� //.. -�-�� / -� �-.:='/`'- /:%• // �! J �,! 0` 'ti'l"'� \ / ,'�\ \ �^^^ �1 I i 1 I I I I I/IS,��>t�� � 1 L-_1—.1}I- / 'I'- 19 /Ir" r -�i_-- --_ �._�.��'' BUILDING #1 25,345 SF ADDITION EX. 3' HEDGE ir EX. 3' HEDGE T�'� �,. ' fi i +.e'f=-�'�� J ''ti�^�^-�.,..'_--__�� • \.�-.`"""'`--t;;- -- ���`�"*npY,,,, �L l l l s' - ''- J , .� _ 1 LL ! t � 'T` - '°�- '"`�•`'�. --- ^'--_ 'ems �1 / r �.�-"1 �f., 1 1 \ \ 1 —L A '-_-_ \ \ , ., `•'___- .. - ,;-•y„••-." _"` J °� \ \ � ��'-.. ` , , � 1 .. � � / \ ,{, (. ._+,kAc+aRia.�>,�ec:�li!... �a�... � 'l( �.1.----+ ---_'- '\- _ \ 's - - - - - - - t AND �u � - CURB A _ / t / / / 'i _ _ p1 ---- - - --------- 1 {. L 1 J - '1 — — -�-M-- — --,/' BRL t � --' ^_ — — ANDSCAPING NOTES: I. LANDSCAPE CONTRACTOR TO SAVE AND RE -USE AS MANY EXISTING PLANTS ON -SITE AS POSSIBLE. 2. LANDSCAPE CONTRACTOR TO USE ALL THE LIVE EVERGREENS LEFT IN THE BUFFER AND PULL OUT ALL DEAD SPECIMENS. 3. ALL PLANTING SHALL CONFORM WITH 165-368 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). 4. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. LIGHTING NOTE: ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING ROADS AND PROPERTIES. LOCATION OF LIGHTS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. NO NEW LIGHTING IS PROPOSED FOR THIS BUILDING ADDITION. r ^Q M.ZOkIE,`B2' z Ix 1 1 5YM50L A55 BOTANIC NAME COMMON NAME QNTY SIZE ACER rubrum RED MAPLE 1 2" CAL 545 STORMWATER MANAGEMENT NOTE: CONSTRUCTION OF THIS PROJECT IS ALL WITHIN EXISTING PAVED (IMPERVIOUS) SURFACES. PROJECT WILL BE CREATING 260 SF OF GREEN SPACE IN PARKING ISLAND IN PROJECT THUS REDUCING IMPERVIOUS AREA. NO CHANGES TO THE EXISTING STORMWATER MANAGEMENT IS REQUIRED. TOTAL PLANTS I I CURB AND GUTTER REPAIR: 1. THE CONTRACTOR, AS A PART OF THIS PROJECT, WILL REPAIR THE AREAS OF CURB AND GUTTER SHOWN AS DAMAGED ABOVE. THE OWNER RESERVES THE RIGHT TO REQUEST FOR ADDITIONAL AREAS OF REPAIR SHOULD THE OWNER DETERMINE THE NEED DURING SITE INSPECTIONS. ® = AREA OF CURB AND GUTTER REPAIR 2, CONTRACTOR SHALL SUPPLY IN THE BID A UNIT COST FOR CURB AND GUTTER REPAIR ON A PER FOOT BASIS TO PROVIDE FLEXIBILITY BY THE OWNER FOR EXPANSION ON THE CURB AND GUTTER REPAIR SCOPE AS DESCRIBED IN ITEM 01 ABOVE. `— EXl Y HEDGE _ _ j 1 - I III LOT 10 TM 64-A-159S 12.0000 ACRES 1 n EXISTING ONE STORY CONCRETE BUILDING BOIL DING 112 it I Q 11141 SECURITY DRIVE t 25,345 SF ADDITION ----- i -- �� i k l i t ' Q It i I I I\ I I I J +I 0 $ 1 Y--------1--- ---- +� 1 f _ I I - - - - CLLxj 1 a----.:i--- It BUILDING #3 I t'--- ` CI�R �AIND -#i - 1 , 3,8,31 SFADDITION _ GU+ih0j E AIR w - -- ------- \ I 0 1 i - �----_____ TM 64-A-159E / •.�; � — .; . ,�••..,,. r .:.:• -. __ - _, J —� ,_.:_ —, _,.� '�- — , , , , ' , , , � "— — - , ,�� . � -� � ,�/ I EFG, LLC INST. 04000338 �i CURD' AND - �=- --_ `'%` % I ZONE.- B2 GUTTER REPAIR 1 USE. VACANT ` '• ','. "�`ti'� o� ,- _ l REP'� 11 ` fI� f I ~-- I r.. It ' .�. - ..-. .. a , , .. � _-'- ___'-__- r4=-• ..-- _� _'-___'-� - ,+ _ - 1 h - - -'1 - r t -� --- r I 1. - • _'.l.. .-- F: �-,- -�-- �---�-------•--, -°'-- /iq-__--i_ _� _ ° VI i I ;' I I' ' I I i I I � I I / I - --, -- - _ � ` cr i I "" .� - . � � � _ _ ... ,. � .- + �._. � I -� --}- ?4' —I •�- I— t- j -��� —I — - t- -T- -1 — I_ t--� -�-� ! "�� �� i � 1 I -------------�------�•.�s_�-===------------- B �'---'='�-------^.' _::�,_-----------..__ ..�,. ------------'_=--�_ --'-- -- - ----_ '"-E'er'---__�-__"""'-, f-` -- ---- - - - — 25 AR IN r .�T � - G SE � I I r vol- 59H' -A O'002788------- ------- Ml dE - B2 -----�PROPOSEID TREE -- �,. USE VACANT ----- --- ---_ - ----- _ _---' t X G 141 I I � I I gut R 1 LANDSCAPE CALCULATIONS APPROVED SITE PLAN 054-01 NAVY FEDERAL CREDIT UNION (EXISTING) INTERIOR REQUIREMENTS: 1 SHADE TREE PER 10 SPACES 424 SPACES = 43 TREES GREEN AREA = 5% OF PARKING LOT PARKING AREA = 159,950 SF. 1,997.5 SF" PERIMETER REQUIREMENTS: I TREE PER 20M SF. (FIRST 100,000) 100,000/2000 = 50 TREES 59,950/5000 = 12 TREES 62 REQ'D TREES, 62 EXISTING CATEGORY B BUFFER: 3 PLANTS REQ'D FOR EVERY 10' OF BUFFER SCREEN 530710 = 53 x 3 = 159 EXISTING TREES 64 DECIDIOUS TREES 126 EVERGREEN TREES 113 EXISTING SHRUBS NAVY FEDERAL CREDIT UNION MINOR SITE PLAN (PROPOSED BUILDING ADDITION - 4,458 SF) S PROPOSED SPACES = 1 TREE PROPOSED PARKING AREA = 0.00 SF. NO ADDITIONAL PARKING / PAVED AREA PROPOSED EXISTING GREEN SPACE ACCEPTABLE I TREE PER 2,000 SF. (FIRST 100,000) NO ADDITIONAL PARKING AREAS SO NO ADDED PERIMETER - EXISTING TREES ACCEPTABLE NO CHANGE IN BUFFER, PLANTINGS ARE ACCEPTABLE CONTRACTOR RESPONSIBLE FOR REPLACING DEAD OR DYING TREES WITH LIKE VARIETY TO ENSURE STABILITY OF EX, BUFFER SCREEN. '• I '• i• ,0 a z W LLI Z Z Wo L0 c 00 aW� C) !C ao Z~� x 0 'T cv I c `n � 04 a� UJ U � 0 6to w �� Hw cr) N 0 M W� w w 0 0 ff w ff w 0 10O W U U QC tx Ill TH OF U RANDY L KE LER Lic. No, 32809 IN "(0 AL yCs O F-1 Z O �D ~ U W� O U CL E4 � z 7Cj) _N 0)w 0 > W o Q Z (� � z Z O W F-4 O Q z Z Im G E-4 al W U W W Q z w W E_ U� ►_ + U W u. r, (� W z O DATE: 10/22/10 I SCALE: 1" = 40' DESIGNED BY: RLK, e F FILE NO. 3015L SHEET 2 OF 5 10-022 (1"lavy �edanal Cr�dtt ninon • lot 10, 64010 ADDnim Ero•ion and b�dwrant Control Narrattwr This property Is located in Westview Business Centre along Independence Drive, Route 10W. The site area is 12 acres of which approximately 031 acres will be disturbed for construction. This project consists of the construction of a 4)M SF. shop addition with additional mechanical room space and the construction of a 4213 S.F. fuel pump building to the existing building structures and parking Facilities. Construction will begin following land disturbance permit approval. The site i6 currently occupied by a 106,131 S.F. office bulld(ng and associated parking. The lay of the land consists of gently sloping areas adjacent to the perimeter of the building and a wooded area. One existing storm water management pond occupies the site as well. The second pond is located on the adjacent parcel and accessable through A stormwater easement. The site Is bounded by vacant property to the south, east and west, ndependence Drive to the north. offillts The contractor has the option to utilize Lot 12 across the street for temporary material and soil stockpiling. The general area is shown on Sheet 2 of this plan set. If this area is utilized a construction entrance and slit fenca (at a minimum) shall be Installed around the area to be utilized prior to the contractor utilizing this area. Ae1l& The existing soil conditions were obtained from the soil survey of Frederick County. The soils on this site consist of Ib - Berks Chamery silt loam, 1 to 1 percent slopeat 9c - Clearbrook, Chanty" silty loam, 1 to 15 percent siopeat 35, PAgebrook silty clay loamst 41c, Welkert-Berks Channery slit loams, 1 to 15 percent slopes. Q2k&,MMft No critical areas within this project. Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications or the virginia Erosion and Sediment Control Handbook Gtructwl wlliieewm: Muse I, Inlet protection (3.01) shall be placed on the Inlets of all storm sewer structures to Intercept and detain small amounts of sediment From entering the storm sewer system. Muse III i the duration of the I to remain for All controls installed in phaseproject. Temporary seeding (331) and/or permanent seeding (332) eha11 be placed on all critical slopes (3:i or greater), disturbed areas not stabilized with pavement or gravel, and as needed to stabilize disturbed areas. No stockpile I areas well be needed if soil material s are stored the stockpile area must be surrounded N silt fence and temporarily seeded If left unused for more than 14 days. vegetative stabilization shall be uniform, mature enough to survive and adequate to Inhibit erosion. Permanent or temporary soil stabilization shall be applied to denuded areas Immediately after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied Immediately to denuded areas that may not be at Final grade but will remain dormant for longer than Fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. Construction shall be sequenced such that grading operations will begin and and as quickly as possible. Sediment trapping measures shall be installed as a First step In grading and will be seeded and mulched immediately following installation. Temporary seeding or other stabilization will follow Immediately after grading. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be Installed according to the standards and specifications in the vlrginia erosion and sediment control handbook &,orwatar /w1a8M10nt, All existing areas to be disturbed as a part of this project are already Impervious and included in the stormwater calculations. No additional stormwater management is required. 1'lalntanalo11111 program All control measures shall be Inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 05 Inches of rain per 14-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment Is to be removed as required to maintain 5trap erficienc y and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor Is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Also, It is the contractors responsibility For any cleaning/removal or any sediment on public or private roadways. &mlon and sArd wit, control prograw I. Hold pre construetion meeting on site with Inspector. 2. Clearing and grubbing For sediment control devices only (phase I sediment traps, diversion dikes, sediment basin, and noted storm sewer). 3. Placement of sediment control devices. 4. Obtain Inspector's approval prior to beginning grading operations. 5. Clear and grub remainder of site. 6. h grade site. Rig 1. I with (melt control. Install drainage devices h red 9 8. Final grading. n.g S. Restoration and stabilization of disturbed areas. 10. Remove erosion and sediment control measures with the approval of the Inspector. Notes The Frederick County Publ ic Works and En ineeln9 Department artmet retain the m right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Gooding edudule (•oil .tabilatatWnA I. All permanent seeding shall be in accordance with section 332 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) Inches. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 132 lbs. Per IOW square Feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per Ip000 square feet 00M Ibs per acre). 5. Seed all areas with a seed mix consisting of 61`r. kentuckry 31 tall fescue and 33% red top clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per I at a rate of 200 i cutback or emulsified as It applied acre anchored with w pha ppI gallons per acre. Dint contr'o4 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. Zlei I � �T l %� ,. 22 So ' I STR '9 DA•0ID66 Ac C . m.90 -- r STR %9 I F %OW . 014 CfS DA-0,030 AC C • 0.W I EXISTMG ILDM3 STR %'8 �I ROW . 0J1 CPS L \•0mem AG EXISTMG BUILDING STR DA.0me0 AC RC•Jl + 019 CFS I STR 'RL'4 DA•19D ROW 019 CF BTR;!R b n I i -- RCUI • m01! CFS•0fA0 AC yy I _ G•0.° - 0 - f Tl I ,: Row 0.19 cFs 1 I STR'Ex 3 ��* STR %'I STR %� * p r DA•0�10 AC LVA-VZ4 AC DA•0055, ,m.9m G • 0.90 GCW • 0ID4 er8 W m?J5 GF3 Gw • mITi3 CFS FlaeP��e m'cz-rx+n+ I Lll� & 1 l - Z �Y L / Y' EXISTMG STRIJG'iLIRE 79 1t,;3 1. SIU yVt �l�. i l •l`i 1 r'' �, �' �`• as t �.��" / LIMITS OF II s tN t 1,36- --- END------- INVI —�Tc, i ,36 53.77 653,75 f` i Areas which are not to be disturbed will be clearly marked by flags, slgns, etc. STONE CONSTRUCTION ENTRANCE The site superintendent shall be responsible For the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness or the program. All temporary controls shall be removed within 30 days once no longer needed. i Trapped sediment must be trapped and stbilized. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water / gas supply trenches are to be"^� compacted, seeded and mulched within five (5) days after backf(Iiing. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched Immediately From completion of grading. 70' Aft. A FXTEsr aorH- - 6- ).". I A I SIDE ELEVATION 12' AIM. L-•wor /I COURSE AGGRE&/rE • ANSr EXJEM7 FLU WDTH OF PAQWS5 AND EGRESS OPERAT)ON N. • >> AIOUNTABI-E E>E W CP I 677,'39 ;77.37 — 67(?!a3 I � — . LSt' �i AI— > >t 1 EX TOP- /—JN� 7s,s,7� /Nv- 1' w r w .i..2 . mac'-;%- i P llJ , FRO I INCa LD sa c. �i _ r S y� `i = r 4 FO v., o <T Y I - f t a f w +L _ri�JY � El it � . 'J. . I z - ,r� 1 �( ah _ — xs A" — Sprl fl -- n W — _ O 1 •4e 18 L i3ol%IDAFiY r - r • It,q r 1 - A K ru t Ph 14 I RZO��.,f,�.,i., �ia�' ;,,k:.o. Yl.�r•/` ,.,,;, '�4,. ,��„ fii c 4.,<, +;Fly` r��. W — R k j •h• kv ,t1 '- - _ `� � ..-- ..r + _ ----- —_ .,�„� \ 5 31 STR '1m % A•0p1S6 AG G • m.90' xu �`"�JZO GI's I _ n �, EXISTW3 BUILDR•k'a I a I Z E Y� W W Z Z W 0 o CD L0 ab >11111 a\2 - a a O Z4 I �, x W 1:>1(U Q)�� a) Lill Q) 0 U . 1 Q) C',^ V) iW a) 0 W U] w s 410 30 SCALE: 1" = 30' RANDY L K LER \ 410 Lic, No. 32809 t1l BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER 70' AM. B to, AIM. WASI,RALYC to' ABN. PAAMENr WIRE SCREEN - f OWNE DR41rpG£ 10' MN. e ro sEDAllavr rnAFFM DEWCE �V"" SECTION A —A SECTION B—B SOURCE.• AC14 U from 196J klaad Standards for Son] erosion and Sediment Control and Vo. 95K Plate J02-1 RUNOFF OVERFLOW WATER WITH SEDIMENT SEDIMENT - CURB INLET GRAVEL FILTER WIRE SCREEN / 2• X 4' WOOD STUD CONCRETE• FILTERED WATER SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 SOILS LEGEND 15 - 5ERK5 CNANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES 9C - CLEARBROOK, CNANNERY SILTY LOAM, l TO 15 PERCENT SLOPES 35, PAGEBROOK SILTY CLAY LOAMS 41C, WEIKERT-15ERK5 CNANNERY SILT LOAMS, l TO 15 PERCENT SLOPES EROS ION/5EID IMENT CONTROL LEGEND NO. KEY 6YM50L DE5CRIPTION 3-02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O X— -- SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 GIP � CULVERT INLET PROTECTION 3•1 DD D TEMPORARY DIVERSION DIKE 310 FD FD TEMPORARY FILL DIVERSION 3.11 J9- TEMPORARY RIGHT OF WAY DIVERSION 3.120 0 0 DIVERSION 3,13 3.18 ST OP TEMPORARY SEDIMENT TRAP OUTLET PROTECTION RE 5FON515L E LAND D FURH R NAME: 320 CD --' --' — — ROCK CHECK DAMS CERTIFICATION #: 333 SO SO - 5ODDINCx DATE: 335 TP 0-0-0 TREE PROTECTION THERE5PON5i5LE LAND D15TURBER LCG -- — --- LIMITS OF CLEARING t GRADING 5 THE FART'' RE5FON5i5LE FOR DRAINAGE DIVIDES CARRYING OUT THE LAND pI5TUR51NG CRITICAL SLOPE - CRITICAL SLOPE TO 5E SEEDED, MULCHED AND TACKED ACTIVITY A5 5ET FORTH IN THE PLAN5, WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START. SEE NARRATIVE, SHEET 3, FOR EROSION AND SEDIMENT CONTROL ONLY loin `SjONAL k W Cc �. Z Zo Z I W 4 s a V a O E w E- Z-, u) O ~ Q O W O J E—I Z F W �/1 � � O U U� M� W ~ W � W V Z W Z rM F �I O U1 > G CO WZ I I � DATE: 10/22/10 SCALE: 1" = 30' DESIGNED BY: RLK FILE NO. 3015L SHEET 3 OF 5 10-022 SURVEY LEGEND: CMH=COMMUNICATIONS MANHOLE CO=SEWER CLEAN OUT DI=DROP INLET EMH=ELECTRIC MANHOLE FH=FIRE HYDRANT GV=GAS VALVE LP=LIGHT POLE PED=UTILITY PEDESTAL RD=ROOF DRAIN SCV=SPRINKLER CONTROL VALVE SMH=SANITARY SEWER MANHOLE SSMH=STORM SEWER MANHOLE SW=SIDEWALK TMH=TELEPHONE MANHOLE TRANS= TRANSFORMER UGT=UNDERGROUND TELEPHONE IW=WATER VALVE WVLT=WATER VAULT PROPOSED LEGEND: =TEST PIT NOTES: I. ALL CURB RADII 15 5' UNLE55 LABELED OTHERWISE. 2. ALL UTILITY CONNECTIONS TO EXISTING BUILDING TO REMAIN UNLESS OTHERWISE SPECIFIED ON TH15 PLAN OR BY OTHERS. 3. AN EXISTING LOG BOX WAS CAST INTO THE BASE OF LIGHT POLE BASE '15 AS SHOWN EXISTING AND HA5 PRESENTLY KEYED TO THE FIRE DEPARTMENT MASTER KEY FOR ACCESS TO THE BUILDING DURING A FIRE EVENT. 4. LEGEND NOTES: A. da = DOWNSPOUT B. DRAIN DESIGN BY OTHERS. C. DOWNSPOUT LEADERS CONNECTING TO 10" ROOF DRAINS TO BE 6" 5DR 35 PVC. 5. ANY CARGO CONTAINERS AND/OR TRAILERS SHALL BE REMOVED FROM THE 51TE AFTER CONSTRUCTION 15 COMPLETED. 6. BACKUP FUEL STORAGE LINES WILL BE GROSSING EXISTING WATER LINES AND GAS LINES. CONTACTOR SHALL TEST PIT EACH GRO55ING LOCATION (A5 SHOWN ON THE PLANS) TO CONFIRM EXISTING UTILITY LOCATION PRIOR TO INSTALLATION OF THE PROPOSED UTILITY LINE. CONTRACTOR SHALL ADJUST PROPOSED UTILITY LINES BELOW THE EXISTING UTILITY TO PROVIDE A MINIMUM OF 12" OF CLEARANCE BETWEEN THE BOTTOM OF THE EXISTING UTILITY AND THE TOP OF THE PROPOSED LINE. 1. DELETED 8. ALL CONCRETE IN THE LIMITS OF DISTURBANCE AREA THAT 15 FROM THE CURB LINE TO THE BUILDING SHALL BE REMOVED. SEE ARCHITECTURAL PLANS FOR LIMITS OF CONCRETE REMOVAL WITHIN THE BUILDING FOOTPRINT. 9. CONTRACTOR TO TIE THE REMAINING LOADING DOCK ROOF LEADERS TO THE PROPOSED ROOF LEADER COLLECTION SYSTEM AND THEN BACK INTO THE EXISTING ROOF LEADER MAIN LINE TO THE EX STM COLLECTION SYSTEM. CONTRACTOR WILL NEED TO EXPOSE THE EXISTING SYSTEM TO DETERMINE IF ADEQUATE SLOPES ARE AVAILABLE TO TIE THE SYSTEM TO THE EXISTING AS ASBUILTS OF THIS SYSTEM ARE NOT AVAILABLE. CONTRACTOR TO CONTACT ENGINEER IF CONFLICTS OR DRAINAGE 155UE5 ARE DISCOVERED. 10. REPAIR SAW CUTS IN CONCRETE WITH TYP SECTION FOR LOADING DOCK CONCRETE. DRILL AND INSTALL REINFORCEMENT DOWEL5 (15 BAR) EVERY 15" INTO EXISTING CONCRETE AND ANCHOR PRIOR TO CONCRETE POUR TO REPAIR CUT. DEMOLISH EXISTING CONCRETE ALONG JOINT LINES. EXISTING JOINT LINES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD ADJUST FOR CONCRETE REMOVAL TO FOLLOW EX15TING JOINT LINES WHILE MINIMIZING THE AMOUNT OF CONCRETE REMOVAL. II. PROPOSED ROOF LEADERS (RL) TO BE 5DR 35 PVC PIPE MATERIAL. 51ZE AS SHOWN ON THE PLANS. DUE TO UNAVAILABLE INVERTS ON THE EXISTING SYSTEM, PIPE SIZES WERE BASED ON A MINIMUM 0.5,% SLOPE. CONTRACTOR SHALL EXPOSE THE EXISTING ROOF LEADER AT NOTES, CONTINUED: 12. ALL PROPOSED GAS LINES CROSSING THE EXISTING WATER LINE SHALL BE ENCASED 1N THE APPROPRIATELY 51ZED SCH 40 PVC. CASING SHALL EXTEND A MINIMUM OF 5 FEET ON EITHER SIDE OF THE WATER LINE CROSSING. GAS LINES THAT RUN PARALLEL TO THE EXISTING WATER LINE BUT WITHIN THE WATER LINE EASEMENT, SHALL BE INSTALLED A$ FAR FROM THE EXISTING WATER LINE AS POSSIBLE. AT NO TIME SHALL IT BE CLOSER THAN 7 FEET FROM THE WATER LINE. 13. WATER LINE RELOCATION AROUND THE PROPOSED TRANSFORMER SHALL BE INSTALLED AS SHOWN. WATER LINE SHALL BE INSTALLED A MINIMUM OF 48" BELOW GRADE. 14, ANY UTILITY PIPING TO BE ABANDONED SHALL BE ABANDONED IN PLACE. ALL SURFACE FEATURES (CLEANOUTS, ETC.) SHALL BE REMOVED AND THE PIPE ENDS GROUTED PRIOR TO ABANDONMENT. 15, CONTRACTOR SHALL PROVIDE SERVICES FROM A SPECIALIZED UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE ALL WET AND DRY UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. OWNER SHALL BE NOTIFIED OF COMPLETION OF MARKINGS PRIOR TO THE START OF WORK CK AREA EX DOCK LIFT a Z W W z a Z W o LO ' w C\2 00 -It arca c\200 EXISTING CANOPY OVER PROP RAMP W/ Z x c\t `n TH15 PORTION OF DOCK HANDRAILS, DEMO E� TO REMAIN OVERHEAD DOORS RAMP ,, �... W -d q O "t :~ �• a) v 4 LID M 1• THE POINT OF CONNECTION AND INSTALL BASED ON EX15TING CONDITIONS. SHOULD CONFLICT BE FOUND, PLEASE CONTACT THE ENGINEER EF _ 679 90 @ LOADING DO FOR ADJUSTMENT. EX. CANOPY DOOR x °°°R I 79 I �' 11'4 sw WATER LINE CONSTRUCTION (TO BE REMOvED�' -THE WATER LINE WORK SHALL OCCUR IN TWO PHASES. PHASE 1 SHALL I „ w E . I -• OvERI� f OADING DOCK 79 BE THE WORK IN AND AROUND THE PROPOSES TRANFORMER. PHASE 2 EX. TR4N5FORI.SR DOOR ' DOOR; '19 ���p w vn SHALL BE THE REMAINING WORK AROUND THil PROPOSED UNDERGROUND (TO BE REM01iED) C� I I / - STORAGE TANK. EITHER PHASE 1 OR PHASE MAY BE CONSTRUCTED T CONNEC110N ` IRE DEPARTMEN r... N X X. (� �- � . ;; .,.. 79 DEMO FIRST HOWEVER ONLY ONE PHASE SHALL BE UND ER CONSTRUCTI ON AT A I E I , ,; O '� a AF EX. z z .n ,.. I� La I'� OvERNE,4D .--� "Il'' �=i •` TIME. THE FIRST PHASE CONSTRUCTED MUST BE COMPLETED AND ,o : a' 0''yINC 7 1RRS RAMP DOOR C ArN q I':` - IR l PROP _. PRIOR TO THE START OF THE OTHER PHASE. AT NO TIME 1 f.. ^� 79 / I WALLS AL S r I OPERATIONAL 1 D00R l _ ., r I �-6�$tfOPY , - cvorz..l�___;. ..--- N ,,,, ,,,,, _... -•.- _ SHALL THE EXISTING FACILITIES BE WITHOUT WATER SERVICE FOR „-_ I 1 O C� I 1 I ABANDON lOR REMOVEI. / r i U U D - _ ro 1 / U OFF , ! ! I I .... _._ \ HEADER i ` t 1 EX RL SYSTEM / — (Y I 1-1- 00 I I m 1.1� 5L iR DOMESTIC AND FIRE PROTECTION USES! ~' Wh1 E OSURE 1 l _ - v , ._------ ------•--�- - i � ;..ti -- 1� CURB .. w _ 1 t FC5A_OWNED-AN [7 79 ;< I I �.,, 4 - I�, ARE z sw E,., �... j` LUA _ MAINTAINED LINE -__-- _ � 1• r, •, , <, .: _ / > I ,,", � ���� �-_;, 1 :��. „,•,, O w �- r I PROPOSED MECNAN CAL ,,,...- \ -7 �� M K 1 5 ,', a Z , . UVF.tZ �7sw. \ 680., n l a t t ...\.. 4 4021 -5F r' ApfNG �' t L b . , . / W Q _ ,.Y i L D G °AD BANK O .. 1• _ \ EX CANOPY OVER 50' ° * I = X 1 I .� °i° SLOPE. __.__.w._.__ / LOADING DO O w �, rn ,,,. _ : 1 / E I REMAIN FROM \ 16.1 (Y E!" I GA51N .AY 1 ° a , _, 1 , .„,-.. PROP05�OOF MECHANICAL CONDENSATE _ R \ P PE Gt� EL I I \ w w .( \ - O OS b FACE OF @ \ fY 1 I D y_:__ t» l ' DR 1S �EX ROOF ' _ _ PR P E 6sui tL SEE NOTE 12 AREA r _ t I DRAIN SEPARAtELY t0_ - _ I \\ w w - 1 I r,, _ r 1 I LEADER t ° W I _ .. / BUILDING TO EX fo 15 8 \ \ / \� > =` 1....a.-� _ I L GRAVEIISUMP. LINE, SIZE ,l _ -. \ ° / „ t0� DEMO I m a h - I: RETAINING WALL \ � w \ > p� I PER MECHANICAL PLANS. I �, Q -- - I ITY 5'x5' 67. „ I PROPOSED ,, MECHANICAL CONDENSATE, ��' I I Ill t � JE5T PITS GONG. ! E TO 99 • r GONG. I GENERA RDRAIN SEPARATELY 1`O UJ.\ PAD / _.._ Ili llf 1. 90 6179,88 r*� I I ,� �.. O STAIRS FF II 4 19 PAD � �, • W E ILI :4FOS 1 DOWN, ,;. GRAVEL 5UMP. LINE SIZE ; -19p _�: � �� EP - 1 I F ( \ sut 9' I /;; 1 PPRUX I - I i`i8 o O I t, 4R..._-._,' A (,0 I / ll<:.. , PER MECHANICAL PLANS. �7 to .'::/ _�A h sw , ,.sl E _ m 679,3. c� I EX 1� 5f0' $ jcs,I' 19 coon %'INSTALL' NEW ROOF . ry_ C/O x G/O ^ I - _ 1 E, ��. r*� r I,' .� _ I _-. o --/ ass? /C/O EX CURB TO REMAIN REPAIR FENCE, TIE z R9MOVE r E i - - _, - LEADER lRL) SYSTEM f ` _.,.. - - - \ _ - GF'.AVEL , a I , O qe 5L T TO PROP. BLDG. _._.. g ,� V CLEANOUT ► I U _ /__._:... / ° 120P 1011 TI X DOCKCAN 1 r�•- Q - \ co < 2EA BOLLAPD 0 _ r I d . rn a. ;"f9 fi, , , Imo13�; „� E P DUMPSTER PAD 1 \ I r 1 l TYP) ' - _ - DRAINS TO UR dram 5 a = t �, r �3 LBPE / 1 _ ROOF ENCL05 E .Y I _p C _ E E OOF D PROP05�D DUEL' DATE • _ c' I �Ut I q -..�._ /O n /. ��aw> 4��gw : 172 -15p PR OPOS D R RAI w� - FENCE �. t� PUMP BUILDING \ � , m � '� LOA � O . .. `' ' ,: . � °� � � �Sg,,1y �- PROP 6� RL / � , � 1�: 51`STEM '; �H OF � J I CONCRETE PAV�i'1ENT i _ ° a e �29 S _. ,t y - 679,18 ' ' LIMITS OF DISTURB E ((� 1`[,(v o I 12 AT GRADE I •. , 78 1'� cn / ' _� ,�,y �a �l L ANC Lf 6, ,,0� ',`, C . a ��ru� _ i r IENCE 7 I EXPOSURE -} 8 m� X . ° . t ': >�.::,. �' - �., c FO TIE TO EX. 9.3 .: = " ® 678..- � j ' DOCK � .. _ 88 EXPOSURE O -iBTc / t � 1 FO FO FO -% � �--- - -- 6 -E� , TEST PIT $5 I0 : Y — vV (o ^5�' '—�s(o O G —T f, 1 PR 5S - y — Tr I ! RANDY KEPLER WV_ �[ 680.I8 E �ggw 1 I Tc Q �g L,�. AREA 1260 REPAIR ONG. _ G v i 1;1�< r f, #�., - I I �.. X " N k r 3'xl'x 4 25' G SUMP - tI U ----•-- � / - E- TOE _-_----- RAVEL P L I C N 0 32809 Ep I _ — sw a. 7� �c ^ a r I (SEE DEAIL)� I f. _ :.: '� � � .,�'��., 7 - / n I - t A 5 ��^ PROPOS /� ___ - -- -CURB r � EP - I � ^ GR IG k it I i' 1 + I , __ - _. - -�F-_- - F� I� °TRANSITION < 3 R 18 - RAN5FO1. jON II��\ -� C ^ P ,r�XPoSU ;r,0R �- `Al,OI - r. tc ,1 ^° 4 FF=679.8 s� c t ' / _ r �5 45' t3END , D AIL !O I I � a (o ^ ^ �8 P i<r I / E-GONGFETE IN I � � � IPE CASING, r REPAIR FENCE � / �D,a�G�SLI U5 I I G 1 wV G� I 6�18.19 I _I SEE NOTE,12 EX " SOR 21 o ' ° j5m' C ..l t r P ` - _ P WING BAY TO yi - - - - _ ._ __ -�l--/(v1S<14w__ ^�� - - w : - - __ e �. _ T� W - - S i, i4 � t ,t a ,ITS a .,�..,. • SAW CUT CO FETE FOR - r A RE -POUR p ._. r _ ��,� - _ MAIN 3 3U - - GAS PIPING WV ° a t iX �r �'<' $ -1 �� ' ` >= -- _ - CEP - - - --CURB ADD UJER- - - ye - 1 l.i a-72 o _; 1 �' EP �' «' E_ I - - G SEE NOTE 12 I : .- 45 BEND �.-- . SEE NOTE 2 � ^ , !�� CONCRETE � �-: --� -.` _�8 c �` .; . /- : " �..� .,�� .,�.^. 9.ro W- - .- ..._ - _ -- _ _---_�,- - EX 3 506? 2 ' � --- __4 L L----------- �------------ L -------, , r n � , � . �' � � � LOADING DOCK 7a ' ��. ��b�.s� ; �' � �� a� \ ��TRANSITION GG R TO 78 G '," R. 1 '� i \ _; G a� ww.� r n // GlURl3 AND GUT? AND -- --- y �J / Z • - , __________ .-. I � - NOSE bOWN GUf� AT � / id � �` I L - 1 ' f : I .J / ^ I - . _ " n ell, a � Y,�! E��:. .r'%'� o , a ( I It4 i t _ -_--`- - ,_�_,.I 4 rLOADING [BOG'A ° - " ,� ° _ ___.-_� / WATER LINE RELOCATION O r-�.. 12 / V W I �_ �0� ``p i e .5 / I �� Ep to 45 • BEND' l T� _ -T '�_1 / L ESMT ------ - 1 H 8" DI CL52 WL 45 BEN �- EX CG-6RO (MAIN I I " i 1 \, 4 , %— / - - - - -- -� - - G-- -'- - - 0 i 45' BEND ^: 1 /:, - TIE TO EX. a I ESi., P,IT \\ na n' �i — —G— — — G_ — —G— — G— G 0 -- / / RELOCATE WATER LINE_ \ -- - - �- ---- - -- - - ---- --- --- ---- -- -� -- / fi EDGE OF EX _ - / 1 ESL MFNT ; w - - - - ,"G G - G I II G G I = 1� O u CONCRETE \� ° WL ESMT ADJUSTMENT RELOCATE WATER LINE. _------ _ -I _ � � U LIMITS OF DISTURBANCE 1 PAVEMENT I <_._,... :I-: � / LIMITS OF DISTURBANCE / GENERATOR FUEL t.5 _ / �0% BRL STORAGE -AND DELIVE Y - '- - - v- - ----_ _ ----- ASPHALT REPAIR AREA _ w rt -_ SAUJ_GUT- GONGITE FOR NEW= - - - - _ - - - - - -- - - _ - - - - -- - -- - - _ _ = - - - - - - ,- - - _. - - E— --- '--- --- E - - �' __. _ ; .. � .- � r -- - - ---L -_ _ _._ --- £-.._ __. .-..�_. f _�___.__,-.__ f ••-, RE?Uf�l �TZ7 E:ZIISTINC`s" ...._ ELECTRICAL �ONDUIT REPAIR —�' - _ , r - - � O� H 5Y5fiEFi. 5E t�EP 20 WL ESMT GRADES ABANDON EX�L-EC. PLANS FOR DETAILS.. % I ° ( \ PER LOADVIN� DOCK CONCRETE ' / _ -_ / / = r-� - CONDUIT IN PLACE, - L - _._ - l � I ^ � i ° I— _ � PAVEMENT, 5EE1NOTE — 1 __ . / - _ — - � — G � __ _. � W O � E-a Z W -- - / ----- i // -_-_- ._._30 RCP -------------.--------- '---._ z � Z .36 " RCP I _ _ PROP ..� SIGI' ,--'---------`-----.._..--.-_ ---_._-------.____- � � IS LP >1_r. I BOX ELEC. �- _-_ ----- _ ----- _ _------------- _ _ LOCATE OUTSIDE WL EST7T""I �,-- / .-......' ' --- „-,._ - ' _-._-- � I FH / - _ci LP-- -- -- - - I - - SCV __--- —---_—__—_ -- �' w ------------------- _----------- --- —------------------------ ---- W W /------------------------------------- U� > `W --------------- �� �� �� / / �SCV w LL __70 > U1, -- -- -- -= -- -- -- -- -- - -- -- -- -- -- / / / S 13' 11 26 " E 1500. 1 B ' / B2 ZONE - - - - - - EXISTING SCREEN BERM / M�1�ZONE ��^---------------------- _-_..--...._ ._._-._--__ _ DATE: 10/22/10 TM 84-A-159H / / - _ _ EF _INST #030027882 SCALE: 1" = 10' , / ; / •� '� , " ,^- ZONE: AlM 1 & B2 •-' ' " - / ZONE DIVIDE LINE USE: VACANT _ - - - - - - - _ - - ------------------------ --- -- �� DESIGNED BY: RLK 10 O 10 70 FILE NO. 3015L t 10-022 8" - location marker - nanerel hackfill 24" select backfill All backfill to be compacted to 95% of ASTM D698 maximum density. STANDARD ns+srn�0 D1 i- D2 Both joints of the fitting shall be reatralned. In addition, all Joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter a �Man ®®. mamma " Mamma ©I Mamma 0 REDUCER L D In addition to restraining the connection, any joint that falls within the specified length shall be restrained. N(ft) 6'8' 12" 16" 18" 20 24' 80 60 100 120 120 1 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- L = restrained length of pipe (PVC or DIP) D = pipe diameter FEB 09 In addition to restraining each Joint of the fitting, any Joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter D 6" 8' 12' 16' 18' 20' 24' L(ft) 60 60 100 120 120 140 160 TEE, CROSS, WYE L / D L = restrained {ength of pipe or DIP) D = pipe diameter D 6' 8' 12' 16' 18" 20" 24' L (ft) 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BENT) -2- finished grade down bend Ld = down bend restrained length of pipe (PVC or DIP) depth 4 ft. min. Lu = up bend restrained lengthof pipe (PVC or DIP) Ld - ^^ I D = pipe diameter Each aid, bend she addition, the apes of the fittl FEB 09 up bend depth Lu -=I D 6" B' & 12" 16', 18' & 20" 24' 45° Ld (ft) 20 40 60 80 Lu (ft) ^0 20 20 20 D 6" 8' & 12' 16', 18" & 20' 24' 22 1 /2' Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 8' 8" & 12' 16", 18' & 20' 24' 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET FEB 09 -4- ENGINEER NOTE: USE GRAVITY SEWER CLEANOUT DETAIL FOR PROVIDING CLEANOUTS ON THE PROPOSED ROOF DRAIN SYSTEM. NO PROPOSED GRAVITY SEWER IN THIS PROJECT. Capitol Foundry of VA, Inc. traffic / bearing cleanout/lamphole frame / and cover, Item No. VB-9•S Panella Model PA4SV-CSK (41 cast Iron cleanout cap with standard gasket and brass plug having a countersunk square head co Grate skid pad finished 24' dia. x 6' deep grade 14 12' ... • 6' stone FEB 09 FEB 09 rarw�Irl ,t�.ox.�sm ^larara®sa """E" �naa�.Mmw ACO Polymer Products Inc. INSTALLATl�DNURAWl� 45 drain Chardon, OH 44C24 Chardox F!G�4�� PH: 440-285.7000 FX: 440-285-8517 email: selesaacousa.com te:6/29/04 rose 00 P8 W anne : Load Class A-C: Concrete Finish aCOM INLET ACCEPTS 4" PVC OR RECTANGULAR DOWNSPOUT ACID H100K TRENCH DRAIN ROAD SURFACE (LENGTH AS REQUIRED) BEDDING CONCRETE LAYER 4"-6" MIN. SEE NOTE 2 ASPHALT NOTES: 1. It is necessary to ensure the minimum dimensions shown are suitable for the existing ground conditions. Engineering advice maybe required. 2. A minimum concrete strength of 3000 PSI is recommended. The concrete should be vibrated to eliminate air pockets. 3. Expansion and crack control joints are recommended to protect the channel and the concrete surround.. Engineering advice may be required. 4. Refer to ACO'S latest Installation Instructions for complete details. SPECIFICATION CLAUSE AGO Polymer Products Inc. ACO drain P.O. Box Chardon, OH OH 44024 PH: 440.285-7000 ORWGM 1784 Date:6/29/04 FX:440185-8517 wwwACOUSACOM Cross Footpath w/H100K Channel a mall: sassoacouss.com The surface drainage system shell be polymer concrete H100K channel system with a cost -in stainless or galvanl7ed steel rail as manufactured by AGO Polymer Products, Inc., Chardon, Oh. Cross Footpath Outlet, Inlet and channels will be manufactured from polyester resin polymer concrete. Cross Footpath Outlet shell be 6 in. (153mm) overall width and 7.9 In. (200mm) overall depth. Gross Footpath Inlet shall be 5.5 In. (140mm) overall width and 3.9 In. (100mrr) overall depth. The H100'F, channels shall be 4 Inches (100mm) nominal inside wiJth with a 5.2 in. (131mm) overall width and 3.9 in. (100mm) overaltdupth. All pieces shall be interlocking with a male/female pint. The ,;r.mplete dralnage sys ism shall be by AGO Polymer Products, Inc. Any demotion or partial system design and/or Impropor Installation will gold any end all wan antlea provided by AGO Polymer Products, Inc. The Clanaet Warn shall be Independantly certltled to withstand loadings to load clasp C (DIN19580). Gn:es shell ba se'ured ushlg'Qulcklok' boitless locking system. Grate and Locking system shall be fully removable from channel Polymer Concrete shall have material propel ties of: compressive strength tango between 14,000-14,500 psi; flexural stl angCi tmtween 3600- 4503 psi; tensile strength of 1,00 psi. The material wztar absorption rate shall not exceed 0.1 % by welght and shau be resistant to prolonged salt exposure, repetitive frost cycles and chemically resistan( to dilute acids and alkalis. The system shall be Installed In accordance with the manulacturel's Instructions and recommendations. WP-2 6" dia. schedule 40 steel pipe filled with concrete g1 and painted yellow finished 71 grade 113" dia. \ concrete encasement BOLLARD DETAIL EDGE EXPAVEMENT (AS DETERMINED IN FIELD( TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTINGASPHALT LAYERS - PROPOSED ASPHALT LAYERS - -- EXISTING SUBBASEPROPOSED SUBBASE ------ -------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I'/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 33 4" REINFORCED CONCRETE (WITH U IP) - 3000 PSI 4" SUBBASE (21-4 STONE) WIDTH VARIES SEE SITE PLAN 114" 1' C I - _I COMPACTED SUBGRADE (95% DENSITY) CONCRETE 511DEWALK DETAIL (NOT TO SCALE) concsw ON51 TE TYfiF I CAVIL FAVEMENT &E CT I ON NOT TO SCALE HEAVY PAVEMENT SECTION - TRUCK TRAFFIC 1.5" 5M-2A SURFACE COURSE 311 BM-2 BASE COURSE .�, 5" SUBBASE VDOT STD. GR-21A �I I II II I II II I ,l i it 11 l 11 11 l 11 11 ! !; �I I II �I I I --COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DE51GN 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-bvmt3 NOTES) 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/1 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEO(,E IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 3D3.02 I VIRGINA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 3C5 315 REINFORCED CONCRETE,' 5 REBAR 18" O.C. OR WELDED WIRE MESH PER VDOT 301.06 6" -�- ,. • . CLASS A-3 CONCRETE '' ' 6"BASE 21-A (COMCOMPACTED SUBGR:ADE PACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) CONCRETE LOAD INCH A4REA (NOT TO SCALE) SIDEWALK GROUND SURFACE 6" PVC VIEW PORT WITH AND BASE CLEANOUT COVER \ .\ \ w - Z it r f.At7s fst�u / e:r * x f.l tnX 6" SCH 40 PVC 4d M („ BACKFILL j110 rl , 11�'�I` ,I (T' -- �(S 4X Icsl� it (1 f,r� 'I' GEOTEXTILE I �I FABRIC SOIL ,IR t�.I��, �`_� F ,,rr�-I` BARRIER -WRAP is'1�7 1 �"`r.1 "i?-£?- S N Iojj ALL 5IDE5 CONDENSATE LINE jet a� ij1 t) L ;� d . j'1 5�=i 3'xl'x425' SUMP y a ' ' ' x �J` WITH 051 STONE n y+I;i r'; ,1 {_r{ fI�I �, ;> ti .. y .� r• ?�: �. .I )��I- IN -SITU SOILS, DO 7t NOT DISTURB OR 9 f11�4' 14 I I 1Sr f E 6 jJ I i 7 �; �� " (���, '1 �`�+`�I ,1,'j, COMPACT DURING SUMP INSTALLATIONI CONDEN&A4TE 5U1„If DETAIL (NOT TO SCALE) TRENCH WIDTH - TWICE THE WIDTH OF ALL PIPES WITHIN. 1 PIPE = 12" TRENCH MIN. 2 PIPES • 20" TRENCH MIN. 3 PIPES e 28" TRENCH MIN. GENERAL BACKFILL MATERIAL STONE, BACKFILL GROUND SURFACE /SURFACE FINISH (TOPSOIL, ASPHALT, CONCRETE) 7, All backrill to be compacted to 95% of ASTM D698 maximum density. UNDISTURBED SOILS 4" COORUGATED DUCT LINE (FUEL PIPE NOT SHOWN) STONE• BASE 4 6" COMPACTED III11til ii'I!- llltii�llli SUBGRADE UNDISTURBED SOILS • STONE SHALL BE WASHED CLEAN AND BE FREE FLOWING TYPE WITH AN ANGULAR STONE SIRE BETWEENYa" AND " MEETING, ASTM C-33, PARAGRAPH 9.1 REQUIREMENTS) FUEL FIFE TRENCH DETAIL (NOT TO SCALE) 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 do 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 SHAII BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. ! 4• I 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 EXCEEDED STANDARD CG-7 IS REQUIRED. • s 1p e s ° b ° • s e ► I> ► • a e e p > s e p 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. This area may be concrete SREFERE CE COMBINATION 6" CURB & GUTTER EFERErICe 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 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 do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do 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 subbose courses provided a minimum depth of 7- is maintained. COMBINATION 6" REVERSE CURB & GUTTER SEE NOTE 4 r4'1 2 RADIUS .InI 1 ° SURF �m 7 •4 BASE SU Y_ 12'� ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 4" 2"R io 6- SURFACE BASE SUBBASE CG-2 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. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. (THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" IN50RDERTT T THE BO OM OF CURB WILLAS MUCH AS "Cb�NCIDEP7H) WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR Art INCREASE IN DEPTH. 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 EXCEEDED STANDARD CG-3 IS REQUIRED. STANDARD 6" CURB VIRGINIA DEPARTMENT of TRANSPORTATION z W W z W o L0 CD CC) 1-4 .� a 15 CV Co 0 to 0) � 7 z x I 0) Z I D, to (\2 Q) W ern Q) °0� -r 4 a L0 .� 10 EQ) Cif t` ;A N O W w z z E E Q Q Z LU `U 0 to LU w w LU W (L- (L (L ? W �) Q F' ' r 'T`%OF I f � r RANDY L, KEPLER v Lic. No, 32809 S10NAL C} F=-I (D Z W Vow ~N CO0) rE-1 H 0 E--r W V ) Q W O r� W Z �4 Z 124 Q CD Q 0 E E--' W IM H W W W M V r+� Q Z 1x J Q W W 0 1. Z W DATE: 10/22/10 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET 5 OF 5 10-022 r 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 Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - - - - _33Q - - -" SCALE: 1 = 2000' Z County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INDEX CONTOUR -----"------- ----------" 330 Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a A I"II IIUJOad FI 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 construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EXISTING EDGE OF PAVEMENT EX E/P �f W no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment 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 O �r 0� 50 UA Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EX C&G ` Lane y Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EXISTING CURB AND GUTTER O Lane (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 BUSINESS O 1� accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER ' GENTE � 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 -'' Z required under State law. TRANSITION FROM CG-6 TO CG-6R CITE' OF Independence O W cv V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic U1111�ICi-iEStER o Ln 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the EXISTING TELEPHONE LINE - -T - - - -T - - - -T - - - Drive 0 I co Co 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 PROPOSED TELEPHONE LINE T `� o UJinehester �j (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 responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to this responsibility. EX. 15" RCP '�� Airport [ .� � CO Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER -- t' to field construction regulations, and control or safety of traffic may be subject PROP. 15" RCP �O � � � •� o rnj � V5. Design features relating g � Y .r --� � 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision PROPOSED STORM SEWER �� S'y Z representative of the developer must be available at all times. shall be the responsibility of the developer. __._ _ AIr ort Rd, x ►n EXISTING SANITARY SEWER -- S - - - - s - - - -�� p W 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 S Control Devices (MUTCD). permits for any work within VDOT right-of-way. � a en ao EXISTING ELECTRIC SERVICE - - E - - - - E - - - - E - - - 8. All unsuitable ma terial 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 SHEET INDEX F" 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 - -G - - - -5 - - - -G - - - OVERALL AND LANDSCAPE COMPLIANCE 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 PROPOSED GAS LINE EROSION & SEDIMENT CONTROL PLAN, NARRATIVE AND DETAILS 3 V o undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required G a) y, 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 4 e on the plans and as required at the field inspection. PROPERTY LINE DETAILS SHEET 5 to V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent W ) 4 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 an, -A' maintained in accordance with Section FLOW LINE t w 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 X X X by this project shall be maintained through construction. The Developer shall have, within the limits of the 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 w w 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 basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING TELEPHONE PEDESTAL a O O 13. The contractor shall provide adequate means of cleaning tnud 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 V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ TEE -- --W- - - -W- - �W-- -- - enteri �T' THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. PROPOSED WATERLINE W/ TEE W ---r-�-t OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION Z O O condition at all times. 0 Vll. All Water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING FIRE HYDRANT H 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict PROJECT INFORMA TIONN rr� sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE -W- - - ._w- � - -W- _ _ W and connections to existing lines. FAR CALCULATIONS- W U J V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 1595 G1', W W 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 EXISTING BUILDING: 106,131 S.F. (2.436 AC) standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER W PROPOSED BUILDING: 4,029 S.F. by VDOT. TOTAL AREA: 12.000 ACRES PUMP BUILDING: 429 S.F. W W 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROJECT AREA: 039 A ACRES TOTAL: 4,458 SF. contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areets, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN DISTURBED AREA: M-1 ACRES (16,958 SF) TOTAL BUILDING SIZE (PROPOSED AND EAC.) Gh 0_ 0_ prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be CURRENT ZONING: M-I 110589 S.F.12539 AC.) t a u� g y g g p p P g q P CURRENT USE: NAVY FEDERAL OFFICE BUILDING UC utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to PARKING INDICATOR y P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 PROPOSED ZONING: M-I PROVIDED: private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project PROPOSED USE: NAVY FEDERAL 2,539 AC. BLDGJ11 AG. - 0.71 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 SHOP BUILDING ADDITION AND W 0 q result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARKING PUMP BUILDING ADDITION GROSS FLOOR AREA: EXISTING - 106,131 S.F. CV S BUILDING HEIGHT: M' l0" NORMAL HEIGHT PROPOSED SHOP BLDG = 4029 SF. cv 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 VEHICLES PER DAY COUNT 100 TO MATCH EXISTING PROPOSED PUMP BLDG - 429 SF. Q 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' TOTAL - 110,589 S.F. 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 direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT BUILDING SETBACKS: REQUIRED 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 FRONT: 15' I N : PLACED ON BUILDING ,TH 0F project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN SIDE: 25, OUTDOOR LIGHTNING: AS SHOWN - NO NEW SITE LIGHTING PROPOSED 20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected REAR: 25' LIGHTS SHALL BE DOWNCAST OR SHIELDED 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 PARKING SETBACKS: in accordance with state law. In the event gravesites are discovered during construction, the owner and specified by VDOT. TO PREVENT GLARE ADJOINING =RONT: 25' PROPERTIES OR PUBLLIC RO.IU.'S � RANDY L. KEPLER �P* engineer must be notified immediately. SANITARY MANHOLE IDENTIFIER 12 SIDE: 5' Llc. N0. 32809 V16. The installation of any entrances and mailboxes within any dedicated street right-of-wa•, shall meet REAR: 5' 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. OUTDOOR STORAGE: NONE PROPOSED �,� I �_ AI at 540 662--4185 immediately of any discrepancies between actual field conditions and the approved plan. STORM DRAIN STRUCTURE IDENTIFIER 6 PARKING �`LPJLATTIONS ��S' JAI 2 Cs� V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be PROPOSED SHOP ADDITION ONLY I;,;REASES OFFICE SPACE LANDSCAPE CALCULATIONS SIGNAL 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard EASEMENT LINE (SN-10P) BY 638 SF. REMAINING ADDiTiON IS MECHANICAL ROOM p Y Y P installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the SEE SHEET 1 OF 5 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. AREA. USE 638 SF IN PARKING CALCULATIONS. professional engineer and results submitted to Frederick County prior to pavement construction. If a CENTERLINE - - SQUIRED: HANDICAP SPACES REQUIRED: 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 735.4 OFFICE: 1 SPACE/250 SF PER ADA - 9 SPACES start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION X 106,131 SF + 638 SF = 106,169 SF FOR PARKING CALCS (I VAN ACCESSIBLE) 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 PROPOSED SPOT ELEVATION 35-� 106,169 5F/150 SF = 2,21.01 SPACES or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. X TOTAL REQUIRED - 428 SPACES SPACES PROVIDED: excavation or demolition. Names and telephone numbers of the and operators underground utility lines in EXISTING TREE LINE EXISTING - 423 SPACES 432 PARKING SPACES Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate base and :,ubbase materials shall be placed on sub g rade by means of a mechanical spreader. PROPOSED - 5 SPACES TOTAL HC PARKING SPACES ■ 11 H.G. SPACES PROVIDED Cc Z Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road TOTAL PROPOSED - 428 SPACES 24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified SITE PLAN APPROVAL O copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking H 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 - Q ��� construction and testing of the density control strip. NAME.DATE�Q Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. WA TER AND SEWER DEMAND FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge FREDERICK COUNTY INSPECTION NOTES: SITE PLAN NUMBER-1 0. E-4 Specifications. Density shall be determined using the density control strip as specified in Section 315 and U I. BUILDI VTM-76. A certified compaction technician shall perform these. tests. Certified copies of test reports shall be 1. Water Demand: 0 gpd NG SHALL COMPLY WITH THE VA UNIF0�1 STATEWIDE BUILDING CODE AND SECTION 303 (B-BUSINESS) OF THE INTERNATIONAL BUILDING Q � submitted to VDOT dell unless specified otherwise. A VDOT representative shall be notified and given the CODEOW6. OTHER CODES THAT APPLY ARE ICC/ANSI A111.1-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. y, p P g 2. PROPOSED ADDITION SHALL MAINTAIN THE EXISTING BUILDING TYPE OF CONSTRUCTION. UNLIMITED AREA BUILDINGS SHALL MAINTAIN A 60, OPEN 1. The Authority's Water and Sewer Standards and Specifications are available at opportunity to be present during the construction and testing of the control strip. 2. San Sewer Discharge: 0 gnd 0) E-, PERIMETER AS REQUIRED BY CODE. � www.fcsa-water.com. 3. REMOVING EXISTING ADA RAMP AND REINSTALLING Q NEW ONE. RAMPS WITH GREATER THAN 6" RISE REQUIRES HANDRAILS ON BOTH SIDES. 2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA approval. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger GUARDRAILS/HANDRAILS SHALL COMPLY WITH 2O06 USBC/IBC CHAPTER 10. Q ^ 3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of shall be explored below the bottom of the excavation to determine the type and condition of the foundation. 4. FIRE EXITING PLAN FROM THE REGISTERED DESIGN PROFESSIONAL WILL BE REQUIRED WHEN SUBMITTING FOR BUILDING PERMIT TO VERIFY ANSI �.., The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to SURVEY AND TOPOCRAPHIC INFORM TION AND ALL REQUIRED EXITS. E-, O 4 E-� construction. W 4. The contractor shall coordinate with and arrange for inspection by the Authority. placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, 5. ALL STRUCTURAL PLANS SUBMITTED IBC FOR PERMIT APPLICATION SHALL 15 SEALED T A VA DESIGN PROFESSIONAL. PLEASE NOTE THE w REQUIREMENTS IN CH Il OF THE IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE OF STRUCTURE (SOIL, CONCRETE, BOLTS, ETC.) J d' Z 5. The contractor shall connect 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: 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. stabilization shall be determined by the engineer and approved by VDOT. GREENWAY ENGINEERING Dated: 6-08-07 WINCHESTER REGIONAL AIRPORT AUTHORITY NOTES: V) - ' W O The Authority shall furnish all needed material and make the tap. I. IN AGGORDANCE WITH THE CODE OF VIRGINIA, SECTION 152-2294, AND THE FAA, THE CONTRACTOR MUST FILE A NOTICE OF PROPOSED 0 E­ v The contractor shall submit an Application for Wet Tap and pay the required fees. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. CONSTRUCTION, FAA FOW 1460-1 WITH THE FAA FOR ANY TEMPORARY CONSTRUCTION EQUIPMENT To INCLUDE CRANES, DERRICKS, ETC. IF THEY U) 7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's inspector. 2. Aerial, horizontal and vertical control surveys were INTEND To PERATE AT A HEIGHT GREATER THAN THE EXISTING STRUCTURE OR 20' 6 ABOVE THE GROUND FOR A MAXIMUM HEIGTH OF 101.4 AZ GL. 8. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified performed by: GREENWAY ENGINEERING 2007 THE FAA WILL CONDUCT AN AIRSPACE OBSTRUCTION ANALYSIS AND NOTIFY THE CONTRACTOR IN WRITING OF THEIR DETERMINATION. THE REVIEW W Q (3 O It is the contractor's responsibility to have the meter box assembly installed correctly. Before a by VDOT. (Year) 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. O permanent meter is installed: 3. Aerial topographic mapping performed by: 2. ALL CRANES WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST O 0 W a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in Dated: BE LOWERED AT NIGHT UNLESS LIT. INTENDED HOURS AND DATES OF OPERATION SHOULD BE COORDINATED WITH DAVID FOLEY, OPERATIONS U1 41 Q b. The frame and cover shall be set to final grade. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after SUPERVISOR WINCHESTER REGIONAL AIRPORT AUTHORITY No LESS THAN 48 HOURS PRIOR To START. V W W C. The distance between the top of the cover and the coppersetter shall be between 18 and 21 grading is mostly complete. 3OUTDOOR LIGHTING SHOULD BE SHIELDED AND AMBER IN COLOR IN ORDER TO MINIMIZE LIGHT POLLUTION TO PILOTS APPROACHING THE inches. APPRO VAL WIN.CHESTER AIRPORT. 4. ANY TREES PLANTED AS PART OF THE LANDSCAPING SHOULD BE OF THE TYPE THAT ARE SLOW GROWING WITH A MAXIMUM MATURE HEEGHT NOT TO J d. All components of the meter box assembly shall be in proper working order. t EXCEED THE ELEVATION OF THE PROPOSED BUILDING TO AVOID FUTURE AIRSPACE OBSTRUCTIONS. W 9. For services that connect to existing lines: FIRE MARSHALS NOTE 5. CONTROLLED BURINGING SHOULD BE PROHIBITED DUE To THE CLOSE PROXIMITY TO THE RUNWAY AND SINCE THE PROPERTY IS WITHIN THE FLIGHT a. The Authority shall furnish and install: PATW TERN OF THE WINCHESTER AIRPORT. UNSUITABLE MATERIALS SHOULD BE HAULED AWAY FROM THE CONSTRUCTION SITE APPROPRIATELY. 1. all 5/8"x3/4", 1", 1 %" and 2" water services Fire lane markings and signaEe: �"� �`L inFREDERI K COUNTY ZONING ADMINISTRATOR DATE > 2. all sewer services. Any "No Parking" signs and yellow painted curb locations will be installed W b. The contractor shall: by field inspection at the direction of the Fire Marshal's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) ORIGINAL SITE PLAN #: 23-01 SITE PLAN REV # 1 -#: 54-07 U. 1. coordinate the location of the service lateral with the Authority's engineering assistant YEARS FROM THE DATE OF PLANNING APPROVAL (D >_ 2. submit an Application for Service and pay the required fees. TRIP GENERATION DATA Project Name: > 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as required). The Project Number: assembly must meet ASSE standard number 1015 or 1013. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD _ Y FEDERAL CREDIT UNION SHOP BUILDING 3015E W Z NAVY 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). NO NEW 'TRIPS - EXISTING The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall EMPLOYEES WILL OCCUPY Magisterial District: also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. THIS `PACE Date of Plan: (Month, Day, Year) Radio read remotes are required. SHAWNEE MAGISTERIAL DISTRICT OCT 22, 2010 12. The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. Domestic water meter and its backflow prevention device, and/or its Owner: Address, Including Zip Code & Telephone No. DATE: 10/22/10 b. Fire service line's backflow prevention device. UTILITY CONTA CmS 820 POLL LANE 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and a NAVY FEDERAL CREDIT UNION VIENNA, VA 22180 copy of the stations DEQ approved 0&M manual. These documents must be received before substantial Water/ Frederick County Sanitation Authority Phone: Verizon (703) 206-3405 SCALE: AS NOTED completion is issued and water meters released. Sewer:P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 T 82 FOLLIN LANE DESIGNED BY: RLK (540) 868-1061 (301) 954-6282 NAVY FEDERAL CREDIT UNION VIENNA, VA 22180 U Power: Rappahannock Electric Coop Gas: Shenandoah Gas Co. (703) 206-3405 FILE NO. 3015L 137 Kelley Court (Blue. Ridge District) P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. HANDICAPPED PARKING NOTE Front Royal, VA 22630 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 5 Handicapped parking spaces and aisles shall slope 540-662-2001 (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 10 - 0 22 T.M. 64-11-13 /_- ✓.'_%'/ \� SURVEY LEGEND: PROJECT MATERIAL AND SOIL STORAGE AREA. AREA TM 64-11-12 CMH=COMMUNICATIONS MANHOLE SAl PR,�O,P_�,E, SHALL BE PROTECTED WITH A CONSTRUCTION LOT 12 WESTVIEW BUSINESS CENTRE INS No"D O024440-�' CO=SEWER CLEAN OUT NAVY FEDERAL CREDIT UNION ENTRANCE AND SILT FENCE AT A MINIMUM. ZO_NE.; M1 DI=DROP INLET INSTRUMENT # 070014863 EMH=ELECTRIC MANHOLE 4. 1916 ACRES ,_'-USE.• OFFIC ter_/ Q,--Q� 1 ZONE.• M 1 USE- VACANT FH=FIRE HYDRANT ' \ _ � _ DRIVE GV=GAS VALVE _ i __ .�/ - .� f\ i LP=LIGHT POLE I ! -%���,. _ i / SEC 5p� 3422 m PED=UTILITY PEDESTAL_y�_ - - RD=ROOF DRAIN r \ 1 SCV=SPRINKLER CONTROL VALVE -- ^_-'--- --- --- / — ) _-� `" 30 3,r 1 \ r �2g rr\ \ SMH=SANITARY SEWER MANHOLE _ - _ j - n _ SSMH=STORM SEWER MANHOLE / -' _- %/ �,`, / - _ {1 _ I - } �rN 25 ` - �` q ' N 61'47 41, E SW=SIDEWALK _ /T \`� r _ �� - - �I '`/ \'J __ -- %�' N S + 1 35.2,3\ TMH=TELEPHONE MANHOLE %� e --_-- t-`'mom __ o s_m _ _ ---"=ter` '= -,�'' _ "-_ -� _1 -- - CURB -AND TRANS=TRANSFORMER / / _ i ,?-'---------� �__ __� --- ----- -/ i �- = Q _ -� - - BUTTER REPAIR , UGT=UNDERGROUND TELEPHONE / _ " WV=WATER VALVE PARK' T- 1 1 1 1 1 �1. - // _ ++'1 1\ TM 64-A-159N W l/L T=WATER VAULT //� 1�----- f \ \ / / - - - - .- - - _ - \ `\ '' 2 -1 1 , I1r1S`' It 1 ` ; 1� "L` I \I - \ \ 1 BRADDOCK STR ET PROPERT/ES, LLC -- / 7 "�,_ - +\ 1 /HST. O�OQ006824 p_��.�' CURB AND `h -' '' \ ° ++l ', U g/YtOFC GUTTER REPAIR-�"='�Q E I 08293 w,\ - __--__------���-. ____-.... r I� , ,,�f � -�' , ' i�—�__ � �y-11 \� u`\�iv� yvv� � r RL a- "}-�'-rt��-tr TM 64-11-11-------- +'� _, 1 1 - - r �\ �\\ \� \ t, ' _\„ EX. 3 HEDGE , 175\_B 1 r _ � � Jl \ LOT11 �..� \ } _ 1 ; ' �---• "'"'' 1 \\ - • , �+'' � ' ! - --------------- ` i/I /� - -- — _ _ 1,, / - I ; a-wv +� v SGI DEVELOPMENT, LLC YL It INST. 050010040 ZONE.- M1 USE. I- /' 1 �i �_,1 \ / I I I I I I -� I -� i �_ - - -b- ' ' 1L� //• !" !! /,r /•'' % % ;�`--•..._.,.=_.._'-`"�"'` _ �I ��� //' / - - +1 - ---{------ �----*---r ---'-- - - EX. 3' HEDGE 1 I I I I I 1 75 r BRI\_ _ �I 1 1 r + y�l I ' r 1 ' # ' _ _ - - _ _ ; + 1 (� E D , — I — 1- 4- --4 1 , + / ! /' /-�:--'-"" ; '' ',...--'"`"r� /%' / � � % ' ! -/ / i ,).�I�''' I 1 / ire• l 1 _ _ _ r � T 1 _ _l_ _ 1 _ 1 _ � nc, ....- ..-. ^7 "', / % j , �/ ,/ „' i' ,i /'; is // i:... ,/•/ /' / j /' /sl'i' A'i / 'f' '! C/\ WI I I 4V Ax 10 1 � BUILDING J1 25,345 SF ADDITION ----_`�:,�:�. EX. 3' HEDGE \x - it l EX. 3' HEDGE AV �.,� t j , "' I ^'`` _ `\ ``•°`. — __ — \ \^^ ^^.- _`ta `` P L i i i a' ` ^' -- J ..✓•' � I _ _ / r ti _ URB AND , _ ,i �- -- �EpA1R - - --- -----_ -- - /- `\ r I I I I i I 1 __ 25 -------_-- �-_- _ - -- ANDSCAPING NOTES: 1. LANDSCAPE CONTRACTOR TO SAVE AND RE -USE AS MANY EXISTING PLANTS ON -SITE AS POSSIBLE. 2. LANDSCAPE CONTRACTOR TO USE ALL THE LIVE EVERGREENS LEFT IN THE BUFFER AND PULL OUT ALL DEAD SPECIMENS. 3. ALL PLANTING SHALL CONFORM WITH 165-3615 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). 4. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. LIGHTING NOTE: ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING ROADS AND PROPERTIES. LOCATION OF LIGHTS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. NO NEW LIGHTING IS PROPOSED FOR THIS BUILDING ADDITION. SYMBOL ABB BOTANIC NAME COMMON NAME ONTY SIZE ACER rubrum RED MAPLE 1 2" CAL 545 STORMWATER MANAGEMENT NOTE: CONSTRUCTION OF THIS PROJECT IS ALL WITHIN EXISTING PAVED (IMPERVIOUS) SURFACES. PROJECT WILL BE CREATING 260 SF OF GREEN SPACE IN PARKING ISLAND IN PROJECT THUS REDUCING IMPERVIOUS AREA. NO CHANGES TO THE EXISTING STORMWATER MANAGEMENT IS REQUIRED. TOTAL PLANTS I I CURB AND GUTTER REPAIR: 1• THE CONTRACTOR, AS A PART OF THIS PROJECT, WILL REPAIR THE AREAS OF CURB AND GUTTER SHOWN AS DAMAGED ABOVE. THE OWNER RESERVES THE RIGHT TO REQUEST FOR ADDITIONAL AREAS OF REPAIR SHOULD THE OWNER DETERMINE THE NEED DURING SITE INSPECTIONS. O = AREA OF CURB AND GUTTER REPAIR 2. CONTRACTOR SHALL SUPPLY IN THE BID A UNIT COST FOR CURB AND GUTTER REPAIR ON A PER FOOT BASIS TO PROVIDE FLEXIBILITY BY THE OWNER FOR EXPANSION ON THE CURB AND GUTTER REPAIR SCOPE AS DESCRIBED IN ITEM "1 ABOVE. EX1 3' HEDGE 1 LOT 10 TM 64-A-1595 12. 0000 ACRES IL It N � ir_ I— it EXISTING ONE STORY — _ ___+ CONCRETE BUILDING BUILDING 12 tt J141 SECURITY DRIVE i 25,345 SF ADDITION -----1--- I --- I -----T----- 1 I Q- i -----+--- ____I i W , I I{ I BUILDING 3 CtjR AND dal #---- 3,831 SF ADDITION \ j GIIT*F(RE AIR -L-- 1 . •, 4 � tt ). • is fa .- 1/ _� y �_;_._.// , -1 _r ^[�T I jT' r I I 1 L_ -� - -�------ I o I - - 119' - TM 64 A 159E FG LL , '' � l .' ....�^ �--e'}�. n: .N'..�,• ... ::- • -.. �„" � I-fs- —" , "-" : - " . .. �.i '« � fir._—I"`C"-�_"-T_"ri._" `�--/" d "— —" -"_TL�F '� � A/ I � E C y �_a_ INST104003382 CURkAND ZONE B2 1 `-GUTTER REPAIR USE.VACANT / f�Lo - vv - / I f 1 �1 T , n_ I ' l s / I j _ I - B L e --' ,� __.-� - -� - - if - - �• - -{ -1-I- 1 _ I , �` I / � 1 I 1 _ . f 2,5r BARK/NG-SETB��Y �----. - - ----- _..- I -- _ _--- - ,r ti/ -A- 59H r ---- - - M,i ZOIGE' \ B2'�ZOIyE" __I -• I , INST: 03002788-------`---- ' I I ----- ------..PRO OSE ID Ti�E � __ ---- `----- E X G>4T 11511 5UFFE R II I USE' VACANT -------- _ ___----__ \ 1 \ LANDSCAPE CALCULATIONS APPROVED SITE PLAN 054-01 NAVY FEDERAL CREDIT UNION (EXISTING) INTERIOR REQUIREMENTS: 1 SHADE TREE PER 10 SPACES 424 SPACES = 43 TREES GREEN AREA = 55° OF PARKING LOT PARKING AREA = 159,950 SF. 1"n9 I5 SF. PERIMETER REQUIREMENTS: I TREE PER 2,000 SF. (FIRST 100,000) 100,000/2000 = 50 TREES 59,950/5000 = 12 TREES 62 REQ'D TREES, 62 EXISTING CATEGORY B BUFFER: 3 PLANTS REQ'D FOR EVERY 10' OF BUFFER SCREEN 530710 = 53 x 3 = 159 EXISTING TREES 64 DECIDIOUS TREES 126 EVERGREEN TREES 113 EXISTING SHRUBS NAVY FEDERAL GREPIT UNION MINOR SITE PLAN (PROPOSED BUILDING ADDITION - 4,458 SF) 8 PROPOSED SPACES = 1 TREE PROPOSED PARKING AREA = 0.00 SF. NO ADDITIONAL PARKING / PAVED AREA PROPOSED EXISTING GREEN SPACE ACCEPTABLE I TREE PER 2,000 SF. (FIRST 100,000) NO ADDITIONAL PARKING AREAS SO NO ADDED PERIMETER - EXISTING TREES ACCEPTABLE NO CHANGE IN BUFFER, PLANTINGS ARE ACCEPTABLE CONTRACTOR RESPONSIBLE FOR REPLACING DEAD OR DYING TREES WITH LIKE VARIETY TO ENSURE STABILITY OF EX. BUFFER SCREEN. '• • '• i• ,0 a Z W Lu z a Z W o ,n w c\1 pp " a � � �� ' ° L on Lo C\2 W LY71 U 00 LD � N E­w -4 Z` a) 0 w v� w w W 0 0 z `u Lu 0 O W U w U w (Y QC ONE �HOFt U RANDY L. KE LER v Lic. No. 32809 s`sIONAL �� z O ~ � ' Z O Va O Z VJ F-4 a Cj) cj) p U) > U) W o Z Z O W E­ O O I, z U E_ W W W � ox iw W J < E-•+ > o U� � co > (� W z W O DATE: 10/22/10 P SCALE: 1" = 40' DESIGNED BY: RLK 6 FILE NO. . 3015L SHEET 2 OF 5 10-022 f "reds I Credit union - lot IV, SHOP ADDMOW Erosion � �� lliR�tivM S Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other This property is located in Westview Business Centre along unforeseen conditions. It is the contractor's responsibility to provide additional Independence Drive, Route IM. The site area is 12 acres of which approximately 039 acres will be disturbed for construction. This project consists of the measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be Installed according to the standards and construction of a 4,029 SF. shopp addition with additional mechanical room space specifications in the Virginia erosion and sediment control handbook and the construction of a 429 f3F. fuel pump building to the existing building structures and parking facilities.' of consilnuAlm Construction will begin following land disturbance permit All existing areas to be disturbed as a part of this project are already approval Impervious and Included in the stormwater calculations. No additional etormwater management Is required. The site Is currently occupied by a 106,131 S.F. office building and associated parking. The lay of the land consists of gently eloping PLlitwwm prognm areas adjacent to the perimeter of the building and a wooded area. One existing storm water management pond occuples the site as well. The second pond Is All control measures shall be Inspected daily by the site superintendent or his located on the adjacent parcel and accessable through a etormwater easement. representative and within 24 hours after any storm event greater than 05 inches of rain per 24-hour period. Any damaged structural measures are to be repaired The site Is bounded by vacant property to the south, east by the and of the day, Seeded areas shall be checked regularly to ensure that a and west, Independence Drive to the north_ good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass Is established. The contractor has the option to utilize Lot 12 across the street for temporary material and soil stockpiling. The general area Is shown on Sheet 2 of e required to maintain 50`k trap efficiency Trapped sediment Is to be removed as pp eq p y this plan set. If this area is utilized a construction entrance and silt fence (at a and disposed of by spreading on site. minimum) shall be installed around the area to be utilized prior to the contractor utilizing this area. Inlet protection shall be checked regularly For sediment build-up. If the gravel outlet IS clogged by sediment, it shall be removed and cleaned or replaced §j2flk The existing soil condition6 were obtained from the soil survey of Frederick immediately. County. The soils on this site corlslet of lb - Berko 0mnnery silt loam, 2 to 1 percent slopeat Sc - Clearbrock, Channery silty loam, 1 to 15 percent slopest 35, The contractor Is responsible for keeping existing public roads in a clean, dust Pagebrook silty clay loamst 41c, IUelkert-Berke Chaney silt loam&, 1 to 15 percent and mud free, condition at all times. Also, It Is the contractors responsibility for slopes. any cleaning/removal of any sediment on public or private roadways. CrIlUcal +� No critical areas within this project. Erosion &W sediwift oonttrd program Erosion - Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and I. Hold pre-cmetructfon meeting on site with Inspector. 2. Clearincl and grubbing for sediment control devices only (phase i sediment maintained according to the minimum standards and specifications of the Virginia traps, diversion dikes, sediment basin, and noted storm sewer). Erosion and Sediment Control Handbook 3. Placement of sediment control devices. 4. Obtain Inspector's approval prior to beginning grading operations. StrucluraI w"sures: 5. Clear and grub remainder of site, 6. Rough grade site. �°F>MN 19 1. Install drainage devices with sediment control. 8. Final grading. Inlet protection (3.0U shall be pieced on the Inlets of all storm sewer structures to Intercept and detain small amounts of sediment from entering the storm sewer system. S. Restoration and stabilization of disturbed areas. t I 10. Remove erosion and sediment control measures with the approval of the Inspector. 1°FrM 119 NofsThe Frederick County Public Works and Engineering Department retain the F project. n the duration o the All controls Installed In ere I to remain for j right to add and/or modify these erosion and sediment control measures during y g the construction process, within reason, to ensure adequate protection to the Temporary seeding (331) and/or permanent seeding (332) shall be placed on all public and the environment, critical slopes (3:i or greater), disturbed areas not stabilized with pavement or gravel, and as needed to stabilize disturbed areas. Seeding edodu{e (loll stabllf=aUMA I. All permanent seeding shall be In accordance with section 332 of the No stockpile areas will be needed. If Soil materials are stored, seeded If left red temporarily seed r moat be surrounded b silt fence a�' the eto Ile area y II at a minimum depth of four (4) Inches. 2. sad topsoil °i� ep unused for more than 14 days. 3. Incorporate pulverized agricultural limestone Into the topsoil at a rate of 92 lbs. Per IOW square feet (2 tons per acre). 4. Fertilize with 10-10-10 Fertilizer at a rate of 23 Ibs per IOM square feet (10W Ibs per acre). vegetative stabilization shall be uniform, mature enough to survive and adequate 5. Seed all areas with a seed mix consisting of 61`i: kentucky 31 tall fescue and to Inhibit erosion. 33% red top clover. 6. Mulch all Seeded areas with straw mulch applied at a rate of 3,500 Ibs per Permanent or temporary loll etabllization shall be applied to denuded areas I applied at a rate of 200 act with cutback or emulsified asphalt a anchored I� Immediately after Final grade to reached on any portion of the site. Temporary soil gallons per acre. stabilization shall be applied Immediately to denuded areas that may not be at final grade but will remain dormant for longer than Fourteen (14) days. Permanent Dust conlrob soil stabilization shall be applied to all areas that are to be left dormant for more than six (b) months. I. Temporary seeding Shall be applied to all disturbed areas subject to little or no construction traffic. Topsoil that has been stockpiled shall be surrounded with silt fence and protected 2• All haul roads and other heavy traffic routes shall be 6prink.led with water by mulch and/or temporary vegetation immediately after grading. until the surface Is wet and repeated as needed to control dust. Construction shall be sequenced such that grading operations will begin and and as quickly a6 possible. Sediment trapping measures &hall be installed as a First step in grading and will be seeded and mulched immediately Following Installation. Temporary seeding or other stabilization will follow immediately after grading. Areas which are not to be disturbed will be clearly marked by Flags, signs, etc. The site superintendent shall be responsible for the Installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. All temporary controls shall be removed within 30 days once no longer needed. Trapped sediment must be trapped and stbilized. After areas above controls have been stabilized, the controls shall be cleaned up and removed. +/1 I I I 2_ i DA-OZW AG a I ow - 029 a-6 --- ' BTR'RL5 A-0066 Ar- c • m.W J 8TR'fd 9 OW . 024 CF6 I t DA•0030 Ac C • m.9O I EXISTR�, ILDMG OTR 1Rl'O FLOW - oil CFO C 1.OJOW AC -- -- - r EXISTMCa BUiLDRJG y 1� � , 0.90 t �^`I TR "RL I DA-0.080 AC FL[. . 029 CFS 6TR'RL'4 �FYy FLOW • 019 CF OTR,'R `6 ; t DA-190 SF. "bA-0ID&�AC FLOW . 0n CF8 Y 'A FLOW . 0.29 CFO STR IEX FDA TR'RLM FIA TR'RL'1DA•OfDkD AC•OIDI6,ACc090 c .0.90 c - 0.9mOW • 0,04 CFO - 005 GF6 l Dim Cr '� a► � � �, \_--- ,.� .ice I _.-G-.^. EXISTING BUILDING EXIBTMG STRUCTURE \ 1 r f 1� P LIMITS OF PROJECT X1 -� - "n T -- t �M s s EN 56 r11. 77 653.75 lee R ko L ) �m �GI TONE CONSTRUCTION ENTRANCE Electric power, telephone, storm, sanitary, water t gas supply trenches are to be DrISTM compacted, seeded and mulched within five (5) days after backfillfng. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched immediately from completion of grading. 70' WN •rsr•.r•��*ter•�r.�a�r•�r••p�nr•�r•�r••aF. e. e.e. .. .......................................... . �i�r•�r•�r•�rdry�a�r•��r�c�r�r•�d��a�t�r•�c�c�r•! FXrER .. ELEVATIONSIDE 70' UK • w I , IIIIIIIIIit,f ,f ,f , 1 k- MOT jl COURSE A0GREG47E WSr EXTEND FULL 07M OF M+GRESS AND EGRESS OP074T kl Rn I P0vnW DP,0V4OE B 7n Stv#.Vfr nUPPING oEWCE SECTION A -A SECTION B-B EWS77N0 - PAVELVa 5:1 WUNTAaE BeeW (oPrzruL) ro' SOURI1 ACI4 U hm 19V Mor*nd Stondards for Sort erasion and Sediment Control. and Va. DSAC Plate J.01-1 I ,' •, o.. Ir I r a 8TR50 AC LOw n. x �i�o crls , 4 G EXISTNG BUILDWs Z I t W nil 677. ,� a ;77.�r i Z i 0 00 L0 ' Cat 677lsa3 / �1_ a ��° .� TLo W (D 5it,,t�t�-- Z > C\2 x C\ --' W Q) Q I 00 W N �t ,0 >�1 u7 aD ,7Jf3 ' '�-y r� E� Ct. EX. b TO/ N / -Iny !! a INV-( AV Co il.t�r ..� r� T s L �- �.� I ��. � ""� � +ski -- ~�� �-�•�,I I / I, eu LDING �; ep 47'r '4•. a- M jj F� r a. FO i. a � LU Y I x' r L z � W. y Y.T.- .y. Spy}I G O r� IL8 BOINDARi' / ___ _.. cam` ':L, � � ;'� ' :�;,� ;=� � �°u�-..� _ G _ � -- _ - ��- ��� �����"�'�-�• G LIMITS Z7F 01;k ECT -� ` "• -- - �tl` �i h 21 11 y� .f a r v Cro�,__Q_ a h at Vol M row worm TH ,4 N' \ -- 50 15 O E30 60 \ 5GALE: 1" = 50' RANDY L. K LER 410 Lic No 32809 BL 0 CK do GRAVEL C URB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN RUNOFF OVERFLOW WATER WiTH SEDIMENT �'\1 SEDIMENT •SV1401 �j���y�►�a�� CONCRETE• GRAVEL FILTER WIRE SCREEN / 2• X 4• WOOD STUD FILTERED WATER SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS SPHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 SOILS LEGEND 15 - 5ERK6 CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES 9C - CLEARBROOK, CHANNERY SILTY LOAM, 7 TO 15 PERCENT SLOPES 35, PAGEBROOK SILTY CLAY LOAMS 410, WEIKERT-5ERK5 CHANNERY SILT LOAMS, l TO 15 PERCENT SLOPES ER0510N/5EDIMENT CONTROL LEGEND NO. KEY 5Yi 50L DE5CRiPTION 3-02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3Z5 O X-�E- - - SILT FENCE 3.m1 IP STORM DRAIN INLET PROTECTION 3,m8 GIP CULVERT INLET PROTECTION 3.09 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION TEMPORARY RIGHT OF WAY DIVERSION 3.12 �v ..�.�� DIVERSION 3.13 3.15 OP TEMPORARY SEDIMENT TRAP OUTLET PROTECTION RE5RON515LE LAND DI5TUR5ER NAME: 3.20 333 GD SO -' --' - - SO ROCK CHECK DAMS SODDING CERTIFICATION #: DATE: 335 TP 0-0-0 TREE PROTECTION THE E RESPON51��.E LAND D15TURBER LIMITS OF CLEARING t GRADING 15 THE PARTY RE5PON51BLE FOR DRAINAGE DIVIDES CARRYING OUT THE LAND D15TURBING CRITICAL SLOPE - CRITICAL SLOPE TO 5E SEEDED, MULCHED AND TACKED ACTIVITY A5 5ET FORTH IN THE PLANS. WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START. SEE NARRATIVE, SHEET 3. FOR EROSION AND SEDIMENT CONTROL ONLY 1010 �O Al�1- I•ec)q jONAL DATE: 10/22/10 1 SCALE: 1" = 30' DESIGNED BY: RLK FILE NO. 3015L SHEET 3 OF 5 10-022 NOTES NOTES. CONTINUED: SURVEY LEGEND: I. ALL CURB RADII 15 5' UNLES5 LABELED OTHERWISE. 12. ALL PROPOSED GAS LINES GROSSING THE EXISTING WATER LINE SHALL BE ENCASED 1N THE APPROPRIATELY SIZED 5CH 40 PVC. CASING CMH=COMMUNICATIONS MANHOLE 2. ALL UTILITY CONNECTIONS TO EXISTING BUILDING TO REMAIN UNLE55 OTHERWISE SPECIFIED ON THI5 PLAN OR BY OTHERS. SHALL EXTEND A MINIMUM OF 5 FEET ON EITHER SIDE OF THE WATER LINE CROSSING. GAS LINES THAT RUN PARALLEL TO THE EXISTING z CO=SEWER CLEAN OUT 3. AN EXISTING LOG BOX WAS CAST INTO THE BASE OF LIGHT POLE BASE "15 AS SHOWN EXISTING AND HAS PRESENTLY KEYED TO THE FIRE WATER LINE BUT WITHIN THE WATER LINE EASEMENT, SHALL BE INSTALLED AS FAR FROM THE EXISTING WATER LINE AS POSSIBLE. AT NO DI=DROP INLET DEPARTMENT MASTER KEY FOR ACCESS TO THE BUILDING DURING A FIRE EVENT. TIME SHALL IT BE CLOSER THAN l FEET FROM THE WATER LINE. �! EMH=ELECTRIC MANHOLE 4. LEGEND NOTES: 13. WATER LINE RELOCATION AROUND THE PROP05ED TRANSFORMER SHALL BE INSTALLED AS SHOWN. WATER LINE SHALL BE INSTALLED A W FH=FIRE HYDRANT A. ds = DOWNSPOUT MINIMUM OF 48" BELOW GRADE. GV=GAS VALVE B. DRAIN DE51GN BY OTHERS. 14. ANY UTILITY PIPING TO BE ABANDONED SHALL BE ABANDONED IN PLACE. ALL SURFACE FEATURES (CLEANOUT5, ETC.) SHALL BE W LP=LIGHT POLE C. DOWNSPOUT LEADERS CONNECTING TO 10" ROOF DRAINS TO BE 6" 5DR 35 PVC. REMOVED AND THE PIPE ENDS GROUTED PRIOR TO ABANDONMENT. z PED=UTILITY PEDESTAL 5. ANY CARGO CONTAINERS AND/OR TRAILERS SHALL BE REMOVED FROM THE SITE AFTER CONSTRUCTION 15 COMPLETED. 15. CONTRACTOR SHALL PROVIDE SERVICES FROM A SPECIALIZED UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE ALL WET AND DRY RD=ROOF DRAIN 6. BACKUP FUEL STORAGE LINES WiLL BE CROSSING EXISTING WATER LINES AND GAS LINES. CONTACTOR SHALL TEST PIT EACH CROSSING UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. OWNER SHALL BE NOTIFIED OF COMPLETION OF MARKINGS PRIOR TO THE START OF �R SCV=SPRINKLER CONTROL VALVE LOCATION (A5 SHOWN ON THE PLANS) TO CONFIRM EXISTING UTILITY LOCATION PRIOR TO INSTALLATION OF THE PROPOSED UTILITY LINE. WORK a SMH=SANITARY SEWER MANHOLE CONTRACTOR SHALL ADJUST PROPOSED UTILITY LINES BELOW THE EXISTING UTILITY TO PROVIDE A MINIMUM OF 12" OF CLEARANCE z SSMH=STORM SEWER MANHOLE BETWEEN THE BOTTOM OF THE EXISTING UTILITY AND THE TOP OF THE PROP05ED LINE. W cat SW=SIDEWALK 1. DELETED co TMH=TELEPHONE MANHOLE 8. ALL CONCRETE IN THE LIMITS OF DISTURBANCE AREA THAT IS FROM THE CURB LINE TO THE BUILDING SHALL BE REMOVED. SEE CQ TRANS=TRANSFORMER ARCHITECTURAL PLANS FOR LIMITS OF CONCRETE REMOVAL WITHIN THE BUILDING FOOTPRINT. 0 UGT=UNDERGROUND TELEPHONE 9. CONTRACTOR TO TIE THE REMAINING LOADING DOCK ROOF LEADERS TO THE PROPOSED ROOF LEADER COLLECTION SYSTEM AND THEN Q I bW=WATER VALVE BACK INTO THE EX15TING ROOF LEADER MAIN LINE TO THE EX 5TM COLLECTION SYSTEM. CONTRACTOR WILL NEED TO EXPOSE THE � °D WVLT=WATER VAULT EXISTING SYSTEM TO DETERMINE IF ADEQUATE SLOPES ARE AVAILABLE TO TIE THE SYSTEM TO THE EXISTING AS ASBUILTS OF TH15 SYSTEM REXISTING CANOPY OVER ARE NOT AVAILABLE. CONTRACTOR TO CONTACT ENGINEER IF CONFLICTS OR DRAINAGE ISSUES ARE DISCOVERED. PROP RAMP W/ I Z co 10. REPAIR SAW CUTS IN CONCRETE WITH TYP SECTION FOR LOADING DOCK CONCRETE. DRILL AND INSTALL REINFORCEMENT DOWELS l"5 THIS PORTION OF DOCK HANDRAILS, DEMO E)i :~ r­ PROPOSED LEGEND: BAR) EVERY IS" INTO EXISTING CONCRETE AND ANCHOR PRIOR TO CONCRETE POUR TO REPAIR CUT. DEMOLISH EXISTING CONCRETE TO REMAIN W I =TEST PIT OVERHEAD DOORS RAMP bIn 1 0 o J_ ALONG JOINT LINES. EXISTING JOINT LINES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD ADJUST FOR CONCRETE REMOVAL TO q W A Lo m FOLLOW EXISTING JOINT LINES WHILE MINIMIZING THE AMOUNT OF CONCRETE REMOVAL. a IL PROPOSED ROOF LEADERS (RL) TO BE 5DR 35 PVC PIPE MATERIAL. SIZE AS SHOWN ON THE PLANS. DUE TO UNAVAILABLE INVERTS ON EX DOCK OF THE EXISTING SYSTEM, PIPE SIZES WERE BASED ON A MINIMUM 0.590 SLOPE. CONTRACTOR SHALL EXP05E THE EXISTING ROOF LEADER ATP V � H FF 679.90 � LOADING D THE POINT OF CONNECTION AND INSTALL BASED ON EXISTING CONDITIONS. SHOULD CONFLICT BE FOUND, PLEASE CONTACT THE ENGINEER 1; ,max = OCK AREA FOR ADJUSTMENT. 1 EX. CANOPY 0001, 0� _ _ IX �oorz I 79` m c�'. s�', (TC BE REMO10, VED) p su' N �, WATER LINE CONSTRUCTION _ f PUCK -THE WATER LINE WORK SHALL OCCUR IN TWO PHASES. PHASE i SHALL c DOOR (UADING ov >~ o,NE 19 BE THE WORK IN AND AROUND THE PROPOSED TRANFORMER. PHASE 2 EX. TRANSFC _R w SHALL BE THE REMAINING WORK AROUND TH19 PR OPOSED UNDERGROUND (TO BE REMOVED) CONSTRUCTED NEC110N d'- TANK. EITHER PHASE 1 OR PHASE 2 MAY BE CONSTR _ ON 79 DEMO STORAGE TA EPARLMENT C LX. 1 �� is ..:. HOWEVER ONLY ONE PHASE SHALL BE UNDER CONSTRUCTION AT A � ,,, i . � �. =; , : ;: � ' ° '' '"'"`: ; .' P OF EX.z z FIRST HOWE I) I,h ^.., h . ,. OGERNE,4D _. " o O. 1R T RAMP - T MUST BE COMPLETED AND r o =- - i : -1� IRS TIME. THE FIRST PHASE CONSTRUC ED ,.:, ... � �, ; . ,. � ,, ,. . , DOOR .w-- r.-• ;. , ,.,.. ,... � ;::. TAININ� �u .,, I -' - A „"' , 1 k . O - ' FX RE ,PR P,.:, E. AT NO TIME ' - RIOR TO THE START OF THE OCHER PHASE. �" ..: t .. OPERATIONAL P t pO��R t- �,, . _ n, 79 �.,. - N t r. r� s % b HLLS ... -2 OPERATIONAL O O SHALL THE EXISTING FACILITIES BE WITHOUT WATER SERVICE FOR ;,,- y 1 ABANDON (OR RE OVE): r,. r ro 1 / „ . 1 , I ... --- _ -- \ HEAD D - , ., ,, II � n -U ; • SLOPE , . , - ... _ _ 1 ER I I i 1.i�0 , ` tY [x DOMESTIC AND FIRE PROTECTION USES! t m RL 5Y5tEM,. ,.. 1 r_ UU I E OSURE r. ...... -.- _ - ---- IR , u _. c W �, ,. F _ WN AN n i GSA- O ED CS--- � - I l p MAINTAINED LINE _ hAl ., ., ... ., ,' �,.m..� ,. � -�- ...' , �1,�. - W -- T- I PROPOSED MEC AN CAL �.. ' , / l� , 1 .: ., � � VC AND SHOP_BUILDING _.,.� 4 cn �: _ AN 1 }! j EP �F✓ rn ,GONG _ , : ,w.., .. _ . - !N � � „ , . „ k� OP05E �r�.. 4 29 SF UAD C. ; . ..a- E i.. + \ :.. I LANDING,.; _,. - / W z z ,. �_ - ,_ � _ �AD BANK O \ �..-679.90 , _ .�..-.� :._:. _. ,. ,:: :.: ,.:,. -,.,, - \ EX CANOPY OVER 5.0 .:. i ,-' Tilt � I: ; :; - ,�_ . , . _, . ., � \ , cn - - \ i I ... r ..: ... . •,... o , E _ T sf OADING DOCK TO _ a _. ,,<.REMAINA IN 1 ,,� . tlE, PRew OSE OOF P PE G S CF�AvEL 6 Ia �.MECHANICAL ,CONDENSATE fi I - r 1 1 W v _ (r s „, -- PROPOSEDD FACE OF 7 tx cr SEE NOTE 12 �1 EADRISX ROOF I ' I' k DRA N SEPARATELY TO ,; .' .: t \ 6s,u �� W W (t �- r- / \ LEAD - BUILDING TO EX k�15 4 \ L ( } �.., k L ER 1 GR1�VE11S�IMP. LIN SIZE 1-. 10Z U . r 4, .., oo era_ a RETAINING WALL \ >• } DEMO I f RE n ,. PER ME1HANICAL:.PLANSa: �, Q 5 x5 67 _ . , I PROPOSED :. I r r i I iY : ," MECHANICAL CONDENSATE,' w I BEST PITS GONG. I a \ r. r CONC. I GE ERATOR I D INS A T Y 1`O , • Tc I i ,�nl,, q N 4. I ,'. 1 'I TEP RA EP RA EL arils a � \ PAC) � �, 9 - �.._.___•-. ,: ,. �. �.. f 7 c 0 61T ..8� r� I ° j� , , / . _. 5TAIRS , PAD I - 680.18 ' 9 � I r o :: 16 i x I i \ , U� E IL( ,�RD I , DOWN GRAVEL'.5UMP. L NE SIZE ,r ,9p > .ti EP CO �� ro Apf I y ,, � '; : ,-I' , . , f,?ER.MECHANIC;4L PLANS. � � .. �_ ,. I - R? 679,3� c� X �l �, - 5.m�-6-- Ics� h �w .: ���° ` ;�9cooR -''INSTALL: NEW ROOF t -_,... / w� .... i:, C%O� _ \ \ E „�. FT, I E _ -;4 t- : r _ ., a G/O. / l U TO MAIN , i REPAIR FENCE, TIE _ - z kl'MOVE 1 _ E -'' � ':LEADER (RL) SYSTEM ' : ? / ,,. --:..�..�.� r� ; . , L . _� _� �::��y. C/O EX G RE 6 a 8 U a , , l {d30 , ,• ✓ -r. " , 4 OP 10 R� TO PROP. BLDG. -V r REA CL8ANOUT ► >�i, BOLLARD p 1 '.. w__.. T / ... ., ray` , . / - R �, TI EX DOCK_CANOPi" AD t { n 5W 310, b \ \ i ' ` a rn � , .'19 , .: •; � .. , n � . � � ]•�w I ' �m � DUMPSTER P I d00 5 �, I r (TYP) ,l " _.:: - i�- / .. 1 ROOF Di41NS TO ENCLOSURE A - ENC 3 � a ..., P_ROP05D,PUI=L )E I i p� -1su, o sw EP PROPOSED ROOF DRA �j A a M Bl�l LNG , m LO � "� : � � � ^' 18�_ :-= OP 6„ � % 1�� SYSTEM <.. PUP Ltd \ b lS PR n . Tc E OF i, CONCRETE PAV�1ENT r. 4 ti 77 o r 429 6r, 679.18 12 tr- ,.,, , ; , Tc, _ 6, 9,0� I AT GRADE `� a cr / LIMITS OF DISTURBANCE T X. f l_NC.E 7 I 1, TIE O E 9.3 67 EXPOSURE N 8 aC EXPOSURE' / ° _ :. 3 �,_. _ 7 6—_ 8. _ DOCK I _ s� O 78 - ,r� t 1 0 FO �. • / — -_ _ _ �,TEST PIT I I 4. - . Tc -- � ., �.: FO �< - 0 � � yi/ 1 (� 3� , t 0 4 _ _ �'0 � 6� a . ,. � ; . � s � r � � , � ' w, J � � kit? r ,�,. ...� �i: PROP GRA - WVLT 680 �' i9 + pp -t t R Q E" a ` i� TC' " 19� w rk `.r xa'.'}k R�`:k¢ I X / by A — REPAIR ONC. _. _� sw � . ,, , - ;�� , S �r ,��, / , b REA 1260 SF�) � s �, � , / �5 ---- F 78 EP �� _ _ RANDY L, 32809 .� flN� � �---- . — ___ _ _.-.SIDEUJA e , _ 9 � s EP _ r ?�j,�r� i � � ;¢� ` �. x 3 xi x 425 GRAVEL SUMP __ .. � c ISr. �i t 1�" „'F �-1EP 1(6c k" (SEE DETAIL) ---._ - , _ —_ _ - .. .. .. , ....... ✓ _.. _ , .-:...... + ... ,.,—•---+L'- Y 1, ::I r; x,4 - — _ .-..... T , r .. , is. at 7 Y axf — Ir... ..,.,. , e ,..e-: r � ,.. f a ..�r a - ... _ ,iF":�. - 1 T �1'I e� 2(d a..,... .. ,,.. .. .fin., t c„ .ti5,:. .i. t`r...,,.. f r^ .. __._ I i ?a •',6't: ..., , r , dew"... _.�i _ S . ,, - C - CURB PROPOSE 6 t _._-. tU _ -TRANSITION _. -- , � r RANSFORMER jt _• _�`jC •- "'..,_.-s.- - — ij-�— I I CR IG�ct 1` I (� I� i I i \ ,. - -�— G.� ►a� , .(h . 4 3 R "�8i ��t.+rf,XP05U �` / I 'k5. -..-_ 1, r�ry 20'R I s- 4SI NAL CI GH NN E , � FF 679.8' 1 IPE CASING n L4 1 a,'s ' _ - 75E.. 45' BEND , Al® 1 01 I 1 ° r I \ f01S `. D L I I� I G REPAIR FENCE / 1SEP r,1 t / _ E CONCRETE IN IIj 1r ._ _. �* _ _ _.•,,. I ` ,;" �' . .+ 1 » �j 1 �+.1� �, 1 n , " "a .. _ ._ `� r ,# � r1 y °r -"- ; ,t , 5EE NOTE,12 WV \ I n p f f -� ' EX SDR 21 (N, �_.... s, __- _ _ P RK G BAY TO _ _ .. _ 1�°- - — v — -' r t` - ' SAW CUT CO RETE FOR � � �' � 1►r r- -� / n8,1,4 -_ _ � _._. _...,._.._ ►� _._ _ �•_ ..s �,.. _ �1,•���- �� �f � ?;� ��.��Y t �>;'�� � .�. — � MAIN 4 ��`t�•� ` I _ 's, I GAS PIPING - �� WV s - YOU '` �j(`�>ki ;. 1'`' i 78T / _ / / - i r �.,, i REP R, a -- rr �,` �,,, _ -- b- 3 -- EPA�1D - _ _ - - -� Zvi �` 7� , -' TEE N l I - 45 BEND L SEE NOTE 12 /�, (018� . CONCRETE �8 c ( s 9m/ - SEE NOTE 12 { "" _ 1 / e ;al _ EX 8 SDR 21 L---L---- w �, /� n'r R LOADING DOCK - - \:,1� ? y \ /� TRANSITION CG R TO A 1 .__ / — __._,_._.._ _ : e ' 1ki-18k�� R, i � � y:: i,�+,-'' � r $A .CUT CONCRETE FOR _ _ _----.__- ,17,43 i � 6,�7.96 \ � NOSE 'DOWN CUf�B-AT, ATi----- '12 � �;, � x�r ,��•,.; "� �, ay . n A ^�, 4 � ._._ -__- • -- -•- '1 CURES AND GUTTEF� AND _ � Z � �L _. __._...._,-..... _...._ ,.--..•...r........ — ..._—....--..•...» .__....._ _''�' {{F:'l I --.•t—"'e`�� / ---�--=`- 4 I----- -!___---- _ __ _ _LOADINCxADOGI � ^' t n / �' o WATER LINE RELOCATION O M",' 4 j N V ?Owl, -- - /- -- �, '� . �r h n I ° � ��EP P" _�� �_.. �-___-__ - / L ESt"iT��"RELOCATE DI CL52 WL 45' BEN EX CG-6R O t' AMN I , ° , a 45" BEND'�ES P T 4BEND, , WATER LINE TIE TO EX. ~ ' G^� I i, 'I' � L. _ \ � Q n \ / � � , 4 A � �;• Io / .-- — — G— — — AS P1/ALT Cr ._ ., h \ ��._G _ -- = 'r- ---- - --� 1— —G-------G--- G----G-- G- n — G / G / I �CAVEMENT EDGE OF EX I _ 1.5- -,� a - p WL ESMT ADJUSTMENT RELOCATE WATER LINE J - - I _ , 4t �- - I O, CONCRETE -- - \ / — /8" DI GL52 WL LiMITS OF DISTURBANCE -- , _ PAVEMENi h I __- _ GENERATOR FUEL 1 LIM�T5 OF DISTURBANCE / _ - - ' 1242 � _ ASPHALT.REPAIR AREA ► �45 - _ _ SAW _GUT GONG'i�ETE FOR-NEIJ_ - _ — - - - 50/ f3RL - _ _ STORAGE -AND DELIVE Y- - - --- - ---------- -- - ---- ---- ----- - ----- ------------- - --- -- __ - - F - - -- -._ _ == - == L =- T _- - F __ _.. _ -RETURN ITt7 E:�151 INS _ __ �. -�. f` ��_ _ - _ _ ;� j _ -ate -„-- - _ - _,' - - - - - -- - - O SYSTEFi. $E MEP = 20' WL ESMT } �, 4f1 \ ELECTRICAL��ONDUIT, REPAIR / . _-- - _.- _ ______ _ / ' '"" -�` Q PLANS FOR DETAILS. ' GRADES ABANDON EX�LEG. ` I ( \ PER LOAD�G DOCK CONCRETE / �_ _ -- � �. O (1) CONDUIT IN PLACE-, ` ^ I— \ PAVEMENT, SEE NOTE. — / -- — G Q I -a E-� L— - — _ - - , _. .mod ,., •: . �1j Z W } - w .- --__---- 1 - - "- 30 RCP -' '-------__ O _ 36 " RCP _ _ _ - - 1 PROP ELEC JUNCTION - - - - --- -------_-- � � Z I ' PROF' ELEC. PLANS) SIG I' - ' - - -- - - - �3 8 I1 ,lc I �i _ _____ _— __ _----_ ---_— _ _ _—_ —_--------.--- - - - - - - LOCATE OUTSIDE WL E5MT'" -I `� ____ .----------------- — ------ i / -- - ----------- -- - --- �__ FH / --- — — — — — — - -- -- 1 -- - ' -- — — _} -- -- --- - �- 1 --- `- — — — — — — q _~._......_..--------------- --- _ _ _--.------------------ _ W _ --__CC �jl — _____ SCV U. 40 M Yin ar: +/ - ..�...1, Z , / // �B2 ZONE �-- - r _-----_, S 13_11'26'" E-1500.18' EXISTING SCREEN BERM / M1 ZON •-- /�_------_.--_----- -~--------._-_ DATE: 10/22/10 EEG, L-C- — — -" _. _. — — _ � 1NST-10J0027882- - - -- "" SCALE: 1" - 10' ZONE: M 1 & B2— / ZONE DIVIDE LINE ----_--_...-----_— —\�\ — DESIGNED BY: RLK / /-- e USE: VACANT �------------------ __ ----, :---- �� -- 1O O 1O 20 _ FILE N0. 3015E SHEET 4 OF 5 / / ---- 10-022 genera' locatior marker 3tonE 8" - location marker - location marks nnnnrai h-kflll 24' select backfill All backfill to be compacted to 95% 6' of ASTM D698 maximum density. 8" STANDARD • 24' sale& backflll 6' 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- D1 ------.1 ,- D2 Both Joints of the fitting shall be restrained. In addition, all Joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter man , s won a0 Oman �000000 REDUCER I_ ---L------ mi L In addition to restraining the connection, any )olnt that falls within the specified length shall be restrained. D 1 8" 1 8" 1 12" 1 18' 1 18' 1 20" 24' L(ft) 60 60 100 1 120 120 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- L = restrained length of pipe (PVC or DIP) D = pipe dlameter FEB 09 N, I L In addition to restraining each Joint of the fitting, any Joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter n D 8' B' 12' 18" 18' 20' 24' L(ft) 60 80 100 120 120 140 160 TEE, CROSS, WYE D L i L = restrained length of pipe (PVC or DIP) \ D = pipe diameter D 8' 8' 12" 18" 18' 20' 24- 45', 22 1 /2', 11 1 /4° L (ft) 20 1 20 1 20 1 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BENT) -'2- finished grade down bend Ld = down bend restrained length of pipe (PVC or DIP) depth 4 ft. min. Lu = up bend restrained lengthof pipe (PVC or DIP) Ld_ D = pipe diameter �, Each side of any vertical offset l( bend shall be restrained. In l addition, any Joint that falls Within the specified length on each side of the flitting shall be restrained. FEB 09 up bend depth Lu _ .I D 6" 8' & 12" 16', 18" & 20' 24' 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 D 6' 8' & 12' 16', 18- & 20' 24' 22 l Pe Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 18", 1 B' & 20' 24' 11 1 J4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET FEB 09 -4- ENGINEER NOTE: USE GRAVITY SEWER CLEANOUT DETAIL FOR PROVIDING CLEANOUTS ON THE PROPOSED ROOF DRAIN( SYSTEM. NO PROPOSED GRAVITY SEWER IN THIS PROJECT, aoo JJJ Capitol Foundry of VA, Inc. traffic / bearing cleanoutAamphole frame / and cover, Item No. VB-9'S Panella Model PA4SV-CSK (41 cast Iron cleanout cap With standard gasket and brass plug having a countersunk square head concrete skid pad finished 24" die. x 6' deep grade FEB 09 FEB 09 rs�m•• arssr:•s,-,�a�.u�---rara�as aL�-rsazaallar.�.xToae.� INSTALLATION URAbII lNG AGO PoiBox 24er Producs Inc. P.O. 24 y Box ACO drain Chardon, 85-70024 PH: 444285J000 FX: W-285-8517 email: selers�acousa.com DRWG# 1734 Dale; 6/29(D4 rosy Footpath W Channel: Load Class A-C: Concrete Finish WWWACOUSA.COM INLET ACCEPTS 4" PVC OR ROAD RECTANGULAR SURFACE DOWNSPOUT ACO H100K TRENCH DRAIN (LENGTH AS REQUIRED) oD o 0 BEDDING CONCRETE LATER 4"-6" MIN. SEE NOTE 2 ASPHALT NOTES: 1. It is necessary to ensure the minimum dimensions shown are suitable for the existing ground conditions.. Engineering advice maybe required. 2. A minimum concrete strength of 3000 PSI is recommended. The concrete should be vibrated to eliminate air pockets. 3. Expansion and crack control joints are recommended to protect the channel and the concrete surround. Engineering advice maybe required. 4. Refer to ACO'S latest Installation Instructions for complete details. AGO Polymer Products Inc. SPECIFICATION CLAUSE P.O. sox ACO drain Chardon, CH OH 44024 PH: 440- 285.7000 FX: W-285-8517 a -mall: salas�acousa.com DRWGN 1784 Date: 6/29104 Cross Footpath w/H10OK Channel WWWACOUSA.COM The surface drainage system shall be polymer concrete HI OOK channel system with a cost -in stainless or galvanized steel roll - as manufactured by AGO Polymer Products, Inc., Chardon, Oh. Goss Footpath Outlet, Inlet. and channels will be manufactured from polyester resin polymer concrete. Goss Footpath Outlet shall be 6 In. (153mm) overall width and 7.9 In. (200mm) overall depth. Goss Footpath Inlet shall be 5.5 In. (140mm) overall width and 3.9 In. (100mm) ov6rall depth. The hH OOK channels shall be 4 Inches (100mm) nominal inside wiJth with a 5.2 la. (131 mm) overall width and 39 in. (100rr;m) a", rall-dupth. All pieces shall be Interlocking with c I nale/female pint. The Q..mpleta drainage sya'iem shall be by AGO Polymer Products, Inc. Any de•datlon or partial system de sign aad/or Improper Installation will %old an, and all wan antlea provided by AGO Polymsr Products, Inc. The Cianael sytem snail be Indcpandantly certified to withstand loadings to i:.ad elas� C (DIN19580). Gretes shell ba ne,.urad ushlg'Quicklok' godless locking system. Grate and Locking system shall be fully removable horn channel Polymer Concrete shell have materiel propeWes of: compressive strength r ,all between 14,000-14,500Ipsi: flexural stlen3il) :.etwaen 3600- 4500 psi; tensile strength of 1,00 psi. The material water absorption rate shail not exceed 0.1 % by weight and shaii be resistant to prolonged salt exposure, repetitive frost cycles and chemically resistant to dilute acids and alkalis. The system shall be Installed In accordance with the manufacturei's Instructions and recommendations. WP-2 6" dia. schedule 40 steel pipe filled with concrete :;: g and painted yellow finished grade 18 die. concrete ", encasement 1, BOLLARD DETAIL EDGE EXPAVEMENT ' I (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTINGASPHALTLAYERS - PROPOSED ASPHALT LAYERS ---------EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUB(GRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) 4" REINFORCED CONCRETE (IUITH WUFF) - 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" = I' i -I I II I II I I� I I -I I I -I I I -I COMPACTED SUBGRADE (9590 DENSITY) CONCRETE 510EW7-1L,< DETAIL (NOT TO SCALE) Conc$W ON51 TE T�'F I CAL FAVEMENT 5E CT I ON NOT TO SCALE NEAVI FAVE> LENT SECTION - TRUCK TRAFFIC 1.5" 5M-2A SURFACE COURSE 3" BM-2 BASE COURSE .s, 3" SUBBASE VDOT STD. GR-21A 711= III II! II%;I IIiII I IIiII I II I Ii TiI I� �I � �;--COMPACTED SUBGRADE -I - I - I I- (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VT1"I-I 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-ovmt3 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED) THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 �/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BIE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDUE IN ACCOIRDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING !EV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 303.D2 I VIRGINIA DEPARTMENT OF TRMISPORTATION SPECIFICATION REFERENCE 305 315 REINFORCED CONCRETE, • 5 REBAR 18" O.C. OR WELDED WIRE MESH PER VDOT 301.06 6„ - �- • a r CLASS A - 3 CONCRETE \\ \ 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) CONCRETE LOADING AREA (NOT TO SCALE) SIDEWALK GROUND SURFACE AND BASE, z L CONDENSATE LINE 3'xl'x425' SUMP WITH e5 6" PVC VIEW PORT WITH CLEANOUT COVER (0" SCH 40 PVC GEOTEXTILE FABRIC SOIL BARRIER -WRAP ALL SIDES l STONE Frig" ,'I';� c� 1 4rc�,� �c q-�. f )x1 17� I !r I �I�,} f IN -SITU SOILS, DO I% t")IT ' 11 R r`\NOT I i )+ I Iin ii � f 1L li 'i ' r+1? s •rl A " T DISTURB OR COMPACT DURING ha;�tl'l ��ti,i ��.at�+�ir/Ir:Ss�(li SUMP INSTALLATIONI CONDEN5ATE 5Ui 1� DETA L (NOT TO SCALE) TRENCH WIDTH - TWICE THE WIDTH OF ALL PIPES WITHIN. 1 PIPE - 12" TRENCH MIN. 2 PIPES a 20" TRENCH MIN. 3 PIPES ■ 28" TRENCH MIN. GROUND SURFACE SURFACE FINISH (TOPSOIL, ASPHALT, CONCRETE) GENERAL BAGKFILL . ' >`�` MATERIAL All backfill to be compacted a ' `(� i i �'„ l 1 �) \ to 95% of ASTM D698 maximum36 MIN r rJ.t ', ?� density. STONE: `16" MIN BAGKFILL t r ti r- UNDISTURBED SOILS ' "( 4,4" COORUrATED DUCT LIME (FUEL PIPE NOT SHOWN) STONE' BASE ` a `4e L- 7n '� 11l .ilIl Ili, ill aI l i (0" COMPACTED SUBGRADE ;.V ; UNDISTURBED SOILS ' STONE SHALL BE WASHED CLEAN AND BE FREE FLOWING TYPE WITH AN ANGULAR: STONE SIZE BETWEEN Y8" AND " MEETING ASTM C-33, PARAGRAPH 13.1 REQUIREMENTS) FUEL PIPE TRENCH DETA L (NOT TO SCALE) 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 SHAII BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. �� 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 ► EXCEEDED STANDARD CG-7 IS REQUIRED. to ► ' ► 1 :1 b e e ► � e e b e e • p • e � e e p ► ► e ► e ► eb s • e . e • e e e e e s C The bottom of the curb and gutter may be constructed parallel to the slope of 6" 2 -0" subbase courses provided a minimum depth of 7' Is maintained. This area may be concrete SPECIFlCATION COMBINATION 6" CURB & G U TT E R REFERENCC 105 soz VIRGINIA DEPARTMENT OF TRANSPORTATION 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 SHAII 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 6" REVERSE CURB & GUTTER (�4 2'R i .E . 0:. . SEE , NOTE 4 ,a 6" - 1 I C v A .In co 1 SURF aoo� •'a BASE -. e SUB& 6 I� 12"� ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 CG-21 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. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. (T(HE DEPTH ))OF CURB MAY BE REDUCED AS MUCH AS 3" ITJSORDERTMLTRTHE BOTTOM OFINCREASED AS MCURB WUCH ILL"COINCIDE) WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR A:1 INCREASE IN DEPTH. 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 EXCEEDED STANDARD CG-3 IS REQUIRED. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT of TRANSPORTATION Z Lit W Z z W CU oL0 cD pp b 1 01 CO OU )30 > Z x I rn 0 't 1 LO W b" W to (0 U A.Is oA � F N "� O O Q) >-, o W rn z z O O z ►- O (3 o W W a w w W W (Ll IL 0- } W 0 0 r ' ' r T I OP 1 a RANDY L. KEPLER Lic. No. 32809 jONAL �Cs w O 1214 � � Z Q Z t-' W 0 N v/ yy MM_ E �-I H 0 �1 U� W O E-4 W J Z O O V W W W M 1-1 Q z3: I+1 J w W �+ M� UJ U) � LL O } z 4 W z W DATE: 10/22/10 SCALE: AS NOTED DESIGNED BY: RLK FILE NO. 3015L SHEET 5 OF 5 10-022