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HomeMy WebLinkAbout41-09 Throx Convenience Store - Rebuild Gas Station & Store -Red Bud - Backfile (2)GENERAL NOTES VD0T GENERAL NOTES 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 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 Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. in 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 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Trans ortation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be (VDOT� and Frederick County prior to construction in existing State right-of-way. in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge required under State law. g Specifications. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including held with the Develo er, County Representatives, and Representatives of the Virginia Department of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or rivate / public utility companies. Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The It is the sole responsibility of the developer to locate and identify utili y facilities or items that may be developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the Refer to developer from this responsibility. Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may be 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field representative of the developer must be available at all times. revision shall be the responsibility of the developer. 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 Control Devices (MUTCD). use permits for any work within VDOT right-of-way. 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 embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less utility companies and VDOT prior to initiation of work. 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 10, All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any indicated on the plans and as required at the field inspection. required or requested inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected by this pro ect shall be maintained through construction. The Developer shall have, one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 14. Notification shall be given to the appropriate utility company prior to construction of water and/or end of construction. sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum cut sheets, and connections to existing lines. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. current standards and specifications of the Frederick County Sanitation Authority. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered during the course of construction shall be immediately brought to the attention of the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. utility verification and the proposed construction. 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT P p y g g representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted 18. When grading is proposed within easements of utilities, letters of permission from all involved companies 4JJ)ercivt ate laboratories for testing, the samples shall be clearly identified and labeled as belonging to a must be provided to Frederick County Public Works Department prior to issuance of grading and/or site to be accepted by VDOT and that testing shall be performed in accordance with all applicable development permits. OT standards and procedures. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be project. The relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as Engineerin at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. approved pan. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet 22. Controlled fills shall be compacted to 95% of maximum density as determined by method 'A" p<-:r standard VDOT minimum design standards and is the responsibility of the developer. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If V17. Prior to VDOT acceptance of any streets, all required street si na e and/or pavement markings shall geotechnical report has been prepared, it should supersede the requirements in this note. be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis 'following 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. excavating or blasting at least two (2) working_ days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 24. All utilities to be located underground. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. to be present during the construction and testing of the density control strip. FCISA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Read and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be 1. The Authority's Water and Sewer Standards and Specifications are available at notified and given the opportunity to be present during the construction and testing of the control strip. www.fcsa-water.com <http://www.fcsa-water.com>. 2. The water and sanitary sewer portion of the plans are valid for three years from date of V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and FCSA approval. larger shall be explored below the bottom of the excavation to determine the type and condition of the 3. The contractor shall adhere to the Authority's standards and specifications in effect at the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard time of construction. PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design 4. The contractor shall coordinate with and arrange for inspection by the Authority. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. below proposed foundation elevation to determine the type and condition of the foundation. The The Authority shall furnish all needed material and make the tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the The contractor shall submit an Application for Wet Tap and pay the required fees. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT 7. Exact locations of water and sewer services on new lines to be coordinated with the Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place Authority's inspector. box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise 8. The Authority's maintenance division shall furnish and install all water meters through 2 unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall inch in size. It is the contractor's responsibility to have the meter box assembly installed be determined by the engineer and approved by VDOT. correctly. Before a permanent meter is installed: V23. Approval of these plans shall expire three (3) years from the date of the approval letter. a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as b. The frame and cover shall be set to final grade. specified by VDOT. C. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in d. All components of the meter box assembly shall be in proper working order. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT 9. For services that connect to existing lines: after grading is mostly complete. a. The Authority shall furnish and install: 1. all 5/8"x3/4", 1", 1 biz" and 2" water services FIRE MARSHAL'S NOTE 2. all sewer services. b. The contractor shall: Fire lane markings and signa¢e: 1. coordinate the location of the service lateral with the Authority's engineering Any "No Parking" signs and yellow painted curb locations will be installed assistant by field inspection at the direction of the Fire Marshal's Office. 2. submit an Application for Service and pay the required fees. 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as TRIP GENERATION DATA required). The assembly must meet ASSE standard number 1015 or 1013. CLASS USE I UNITS I *TRIP RATE I TRIP RATE USE VPD 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. 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 b. Fire service line's backflow prevention device. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and a copy of the stations DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 853 CONVENIENCE MARKET 542.6 WEEKDAY WITH GAS PUMPS 204.47 SATURDAY 166.88 SUNDAY * TATEN FROM ITE TRIP GENERATION 7TH EDITION UTILITY CONTA CTS Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Energy, Inc. Gas: Shenandoah Gas Co. 800 Cabin Hill Drive P.O. Box 2400 Greensberg, PA 15601 Winchester, VA 22604 1-800-255-3443 email: accsales®alleghanyenergy.com (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 440.6 LECEND EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT - PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION TO REVERSE CURB EXISTING TELEPHONE LINE - PROPOSED TELEPHONE LINE EXISTING STORM SEVER a PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SERER EXISTING ELECTRIC SERVICE - PROPOSED ELECTRIC SERVICE EXISTING GAS LINE - PROPOSED GAS LINE PROPERTY LINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE CENTERLINE EXISTING TREE LINE FLOW LINE FENCELINE - EXISTING UTILITY POLE/GUIDE WIRE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE " T I PROPOSED WATERLINE lf/ 'TEE i T i EXISTING FIRE HYDRANT/VALVE/METER PROPOSED FIRE HYDRANT/VALVE/METER p� I I) PROPOSED REDUCER SIGNS PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARTING SPACES HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EXISTING SPOT ELEVATION X13a.4 PROPOSED SPOT ELEVATION X3'l LIGHT POLE SURVEY AND TOPOCRAPHIC INFORMA TION 1. Boundary survey was performed by: RICHARD-E-GOODE Dated: JULY30,1965 2. Aerial, horizontal and vertical control surveys were performed by: GREENWAY-ENGINEERING 2008 (Year) VICINITY MAP SCALE: 1" = 500' SHEET INDEX COVER SHEET 1 SITE PLAN 2 LANDSCAPE PLAN AND DETAILS 3 PHOTOMETRIC PLAN & DETAILS 4 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION PROJECT INFORMA TION OWNER PAMELA P. THROCKMORTON PARCEL ID TM-64-A-104 INSTRUMENT # 080000138 CURRENT ZONING B2 - BUSINESS SITE AC}ZEAGE 0.69 AC EXISTING IMPERVIOUS ACREAGE 0.475 AC = 20,694.99 SF EXISTING BUILDING ACREAGE 0.171 AC = 7,444.77 SF EXISTING LANDSCAPE AC_T ,AGE : 0.044 AC = 1916.64 SF CURRENT USE ; GAS, CONVENIENCE STORE, OFFICE, STORAGE PROPOSED IMPERVIOUS ACFEAGE 0.426 AC = 18,530.86 SF PROPOSED BUILDING AREA.ACEEAGE 0.189 AC = 6243.44 SF PROPOSED LANDSCAPE r:f_F,�,GE : 0.075 AC = 3282.1 SF (INCREASE BY 71.24%) PROPOSE'''._-71SE GAS, CONVENIENCE STORE, OFFICE, STORAGE AND RESTAURANT FLOOR AREA _.Irk TIQ : 7,115.62 SF / 30,0156.4 SF= .23 BUILDING .H;),' ' _ 34.19 FT DIMENSIONAL REQUIREMENTS Throx Virc lnio November 12, 20 I (D Parking Tabulation Floor General Office fZeta l Use Seating/DmincJ Storage / Stairs Use Use /(Non -Public Use) First Floor 50.4 S J. Ft. 2,254.2 Sct. Ft. 1 3S.2 Sct. Ft. 2, 1 75.G Sq. Ft. Sct. Ft. Area econd our i ,439.7 Sct. Ft.. I ,OG2.G Sct. Ft. -------- -------- Sct. Ft. Area -Total iz�. I ,4J0. 3,3 1 G.B Sct. Ft. 133.2 Sci. Ft. 2, 1 75.G Sct. Ft. Pt. Area 'Use' Area / 1 ,490. 1 Scl. Ft./250 3,3 I G.8 Sct. Ft./200 = 133.2 Sct. 2, 1 75.G Sct. Ft./O = O Parkin,3 per 5.JG Pkq. 1 G5.5 Pk . Ft./I O0I .33 Pkq.3. Aerial topographic mapping Performed by: Spaces Redd. Sct. Ft. 1 7 spaces Pkq. Spaces Dated; Pkog. Redd. = 2 a Z W W Z Z W o L0 W CQ W 00 .-. a)�i CQaoo ~ �0 bn Z~ `t C as x ►� a� W� o4� Lr) to U -' Lo E-w m 0 0 a� v •� y w rl- U) z O 5 h Q w OF t 1 fA, v TUNG ADE KUSUMA' Lic. No. 26715 � k a-�1 SIONAL � spaces r , F�-1 W WATER AND SEWAGE USAGE: Building Area General Office Parking Recta - G Retail PaJ Recta. - 17 Seatmg/D1n1ng - 2 First Floor Sct. Pt. Area: Gross Interior (Inside of exterior walls) = 4,G 13.32 SFt.) 0.69 AC ® 2000 GPD/AC=1380 GPD Storage/Stairs Pkg. Rectci. ' Employees (2) = O = 2ct. U) SITE PLAN APPROVAL \ NAME Second Floor Sct. Ft. Area: Gross Interior (Inside of extern7�r walls) = 2,502.3 Sct. Ft.) Total Parking Spaces Redd. = 27 �y W Total Parking spaces provided = 3J (INCLUDING 8 SPACES BETWEEN GAS PUMPS AREA) Dg,T� `\a..- > SITE PLAN N1IMRFR � O APPR0 VA. L �E� RICK COUNTY ZOITING ADMINISTRATOR � DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Project Name: R0UTE50-S_1T-_1-r_VL___1'LL Magisterial District: SHAWNEE MAGISTERIAL DISTRICT Owner: PAMELA P. THROCKMORTON Developer: THE MAKAR COMPANY Engineer Certifying Plan: GREENWAY ENGINEERING PROJECT DEVELOPMENT TABLE BUILDING AREA IMPERVIOUS AREA OPEN SPACE AREA TOTAL SITE AREA 0.189 AC 0.426 AC 0.075 AC 0.69 AC (27.39%) (61.74%) (10.87%) (100.00%) ST',JTIONProject Number: GAS�L Za 5255 Date of Plan: (Month, Day, Year 11/11/2010 Address, Including Zip Code & Telephone No. 1016 MILLWOOD PIKE WINCHESTER, VIRGINIA 22602 540-303-9400 Address, Including Zip Code & Telephone No. P.O. BOX 1200 BERRYVILLE, VIRGINIA 22611 540-955-6016 Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VIRGINIA 22602 540-662-4185 Z O a c� 0 W H O fr DATE: 11/10/2010 1 SCALE: AS NOTED DESIGNED BY. TNA FILE NO. 5255 SHEET 1 OF 4 09-014A 288-02.'-18" RCP o 1.81% SHOWN ROUTE 50 IMPROVEMENT AS APPROVED BY VDOT[____� 14 -- _ i- 2. -2 1 \\ J 1 ' 1' ?fr.2rr�'-18" RGr- *� 7.9'� �` %ice- _CG 6 L 4 CG-6 I _� -- -- - _. __ _ - ... ,.. -- �*"=—ram+•• "„,'• —' vr-' °-- sir.. _ _ -- - -RGP ........... EX c_r_) 1i i 1 n t=`: C. -2 TCF02339 __k`t GCa Z_. ✓e \ Tf`1 12 1 INV.Itl=111r�,-118"��RT EX. INVli1 11�::� AI IrIv.IPt=119.2"-(15 IraV ::\rar-.j1, 1% Ex, coNCRETE f BECOME MONUMENT TO BE REMOVE LIMIT OF GONSTRU,.TION P� I IPdV.OUr=11?C?. SIGN SEE NOTES 4 S 51°00'00" .:TRADING f EX. SIGN HT. 25' i!ANU RAIL >�LAN1Er' fA fi _ 10.4 (SIGN To RW) T!Aw AI 4 �` PROP. NEW GRASS e� PROP. �"; I i PARKING ISLAND 1\ 's b GRqSs ' Ex. slc:r I�-c 6 ISLA1tD GCLI'1(i�ir 401 Slr�si LIMIT OF CONSTRUCTION :`_. f ,3 .4 (� -E 2 I .� �; CONCRETE iTO FLUSH v FOR CLEARING AND GRADING S,g� :�, 1 WITH EX. PAt/EMENT 23L 24 s ( VEHICLE BRL --�� . 25 TO ETCHED W/ pvR 57p _'A MENT SLOPE ( 1 J r 1 v ISLA�`+,S^. 2 2 �t T.M. 6 -A-104 v>=IcLE I 2s JIB S PVC SDR 26 I .__._._.._. ..-___._..._.� PDAY LITE TO CONCRETE. PAD — __ 300 _ 50, FT 24 ft An PAMELA P. T 4ROGKMORTON 1 24 TOP INVERT 23a0 ,�i i Nc '� ?,. ''� l ' IEX._GA ,FlINF5 7_ r E-,,. twl°li-DI1,1C r - -- _ _ _ — ( I SHA ! �: E, c. = 124.49 2-x 2 TM 64 A-105 I VEHICLE YA DRAIN ;aA OPERTIES, INC. All > I0.ART-ROB PR� .- , _ _- .___ _ I 'fi ( '�� � •-' LIMIT OF CONSTRUCTION DB. 828 .=�C. 553 I __ __. GUTTER PAN TO Mail"GH I FOR CLEARING AND GRADING ZONE: B2 0 ( EX. EP, TOP CureE I - Iz- 1 f lr r%, ^- r- 1 VEHICLE i"------__S"AP1�IrIT%�25 HEIGHT VARIES I Ln 20ld 210' _ r _ F 22J—I 240�.�. _ L,>111 Dt�alr 1 - wVEIiiCLE 'r_v , A : TO BE REMOVED I TM 64 - A -103 WINCHESTER MILLWOOD AVE., LLC TO BE @I 1 1 I ! 0 NO. 050029241 Nlc _ - IAA ZONE 52 r_A. C 11 03 �_...... ._--_____: i r 9X20 TYP RE125.20 MOVE - °L EXPOSED PROP. NEW 1 II EX. -2 20' WATER i VEHICLE/_�_1 PROP. NEWpGAL oP FOUNDATION LOCATION II _ _ _ ESMN T - /015PMER FIRE HYDRAN „ �� � 2520 TO BE REMOVED I OR RELOCATED BOARD ON BOARD I VEHICLE + SDOWNLAND -Kr=FENCE ENCLOSURE UeFLUS.DP 1\it l OF APPROVED EQUAL XI IJLIM ITN PAVEMENT ;i ' TO BE REMOVED 1 PROP. NE I. 8" 5O W/� I I CANOPY i� RAMP SLOPE J CONCRETE TYP. r GREASE TRAP BO j REPLACE W/ INTERCEPTO J I— 4" SAN LAT g 15 WL t METER 2 t T() Y F"I_r6T. E.. TP.A.�i I _- _ _ - :::i:::.::.:'::i {"t" - -17.4.45CONCRETE PAD G�lll`IPSTEi? EX. 1UATFT= I 4 �' VENTS AFFi'FO,.111rATE t C?I.NC7TEI? PAD ii.t �— 1 fE TEf? I I 22� 2 ^�l=!IJET? l.. �11. TO BE PLUG 4 GREASE WASTE u► 10' 18' TYPI HAND RAIL i'TrG�('APJI EX. 3ICxN :.�- 4� TYPICAL "T 1 S 4M 25 2TO BE RELOCATED Az �RL \ N 5�°00'00' U i I ...'...... CHAIN 4? 5.1' I - - u -.--- -- •i! � � / . ' � GONGRETc WALKWAY EX. FN ,TO BE REMOVE EX. PAVEMENT 6 WET TAP 1 R�Lp�,q OUTSIDE PROPERTY W/ VALVE W T'FO��IMI�IC C7r�I REU ATIFD WATE �? GET?YIGr REMOVE EX. PAVEMENT f �, �� F REUSABLE �I all-IECTION b° SAN LATJ wA1V � OR TO REMAIN — -- I _ .. CONTRACTOR TO n I VERIFIED_THE INVERT -- -_-- --_ i X. CC L2 LIMIT OF C0145TRUCTION I �_ '� I I ,vG AND GRADING FOR CLEARI' I 7"AX PARCEL 64-A-4A I �• 16.9309 ACRES — DEVELOPMENT COMPANY OF WINCHESTER (DB. 198 PG. 335) ZONE: E32 20 10 0 20 40 SCALE: 1" = 20' SIGN -_ EX.D I TCP= 718.32 INV.11`1=113.o,O INV.OUIT = 113.46 7048, EXDIG TOP = 715.68 INV.IN=TL09 INV.CUT =1I0.86 14.43'-18" RCP 6 062%__� INV.= I '130 I __._..__. _. __ _.:.: __ _....__ .____.__._ _. 130 i NOTE: __. ___. w_:•_ .__ _.PROF. Ff••I_ __--- EXISTNG 8" OR 10" H*W PRESSURE EX CsRADE CAST IRON WATER'1AM PIS, OF WATEf�`1AIN CONTRACTOR SHALL CONTACT CITY 1 OF WINCHESTER TO HAVE AN I I _ PECTOR ONSITE PRIOR TO 125 INS12$ CONNECTING THE W WATMNE FOR._ - FIRE HYDRANT CONNECTIGN I _ 35' �w__ Lll FIR: INESERVICE _ 120 120 PROVIDE CLEA E 115 I__ 115 jt 110 i - --- _ _ _ _ _._.._ __ �. _ __._ . _._ __. 110 - - 105 _ i 105 10+00 10+50 11+00 WATERLINE PROFILE 50 25 0 50 100 5C,ALE: H: I" = 50', V: 1 "=5' z rc W W z a z W 0 L, ao a Qcd .�0 �' " �L� z >� o�Q') c\j W�Q) ��� 0 W � Lo ao U Loi U �:-- E- Cam. t` w r~ a� o bb wV) 0 0 Q o Q cq T. O-P TUNG f MTSUMA Lic. 0.28715 61,4 O j AL DATE: 11/10/2010 SCALE: 1" = 20' DESIGNED BY: TNA FILE NO. 5255 SHEET 2 OF 4 09-014A A55 50TAN I C NAME COMMON NAME QUANT I T1' 51 ZE CF Cornus Florida Flowering Dogwood 9 (ornamental tree) 2" cal 545 CK Gornus kousa Kousa Dogwood 5 (ornamental tree) 2" cal 545 B5 5uxus 5empervirens American Boxwood 14 (evergreen shrubs) 3 gal. 36 in Ht PS Cupressocyparis leylandii Leyland Cypress 2 (evergreen dumpster) 4' HT 545 T OFFICE SPACE 195.5 Sq. Feet SCALE NOT TO SCALE OFFICE SPACE 198 8.5q., Feet IN ` ROD SCALE.- NOT 7 RETAIL SPACE I OG2.6 Sq. Feet OFFICE SPACE 1240.9 Sq. Feet ry RETAIL SPACE I OG2.G Sq. Feet . OFFICE 514ACM M I 12403 5,1. Feet I *! r INING I P: 46.45 �f S GATING/DINING SCALE NOT TO SCALE SCALE. NOT TO SCALE t • 10 • 20 4• SCALE:• R_ tall Sr': 2254.20 O�seora / 50.4 Sq. Sq. Feet sa.,— / c—H"r• E, 222G.0 GENERAL CONDITIONS D[a _ / ? 1 The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make every reasonable effort to find the material spcified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting sha 11 be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25% dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. STANDARDS A. Plants will be in accordance with the current ANLA's Standards and conform in general to representative species. B. Balled and Burlapped (B&B) I .Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball sizes shall be in accordance with ANLA Standards. 3. Caliper and Height Measurement: In size grading B&B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container -Grown Stock 1.The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in B.3 above. The root system of container -grown plants shall be well - developed and well -distributed throughout the container. 2. All (container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent o one inch of rainfall per week. LANDSCAPE NOTES: 1. ALL PLANTING SHALL CONFORM WITH SECTION 165-203.01B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANTING PROCEDURES, AND MAINTENANCE). 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT. PRUNING A. Pruning shall be done before planting or during the planting operation. z Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. W The coverng shall comply with state and local laws pertaining to the W transport of materials C. Trees shall be placed in an upright position with the rootball covered by mulch Z and kept moist. Trees and shrubs should not be left on site unplanted for more • ■t than 24-hours without adequate water to insure roots survial. Z INSPECTION W 0 0 o a. Plants may be subject to inspection and approval by the owner or owner's �, 1 Q representative at the place of growth or holding yard for conformity to .0 CO specification requirements as to quality, size and variety. b. Plants damaged in handling or transportation can be rejected by the owner or Z in owner's representative. CV :~ r c. State nursery inspection certificates shall be furnished to the landscape W b o architect upon request. � a ago PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & 0 V) E� SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp o knife to make 1" cuts the length of the rootball. '? C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above existing grade. w v) D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from r the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. PERIMETER LANDSCAPING TOTAL IMPERVIOUS AREA 1 TREE PER 2000 SF 118530.8(o / 2000 = 10 trees) INTERIOR LAND5CAPING (1 TREE PER 10 SPACES 'S 31 SPACES)= 3 TREES INTERIOR GREEN AREA REQUIRED (5%) INTERIOR GREcN AREA PROVIDED (5103%) DUMP5TER SCREENING PRUNE DOMINANT LEADERS PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAF TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" EXISTING GRADE REMOVE TOP OF WIRE BASKET WIDEN AND SCORE HOLE WALLS 18,530.86 S.F. 10 TREES 11 TREES PROVIDED 51(00 S.F. 3 TREES REQUIRED W 3 TREES PROVIDED � 288 S.F. 32882 5F. 2 EVERGREENS PROVIDED 'I DIG HOLE 2X-3X ROOT BALL WIDTH TREE PLANTING — VERTICAL STAKES TREES 0' CAL SCALE: NOT TO SCALE REMOVE CONTAINER AND / 1-1 11-`I 11 1I I I'"I I IJ1LI I I'1L CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH 2X-3X BALL DIA. TREE PLANTING DETAIL TREES 0- CAL SCALE: NOT TO SCALE kIN OR TIE HOSE . WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL TAKES PARALLEL S AND BUILDINGS DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES _— PRUNE SUCKERS 2"-3" MULCH KEPT — AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL - AREA FOR WATER DRAINAGE nTHF U TUNG NM ADMKUSUMA� Lic. No. 26715 SIONAL Z O F— Q F— U) Z Q) CZ Q U W LO DATE: 11/10/2010 1 SCALE: 1" = 20', AS NOTED DESIGNED BY: TNA FILE NO. 5255 SHEET 3 OF 4 09-014A v f E k I 'D syrios feaf.- a unlque light posiwonkg -chants., -ry - allowing lamp ad)ustablhy within the Rousing, Without diowbing the exmrna/ 0w 1 nape& of the bmincim. This feoNre atlows ndlustmenf oii right di-ti- away from the Installed 1-6.n. Thb feature b ideal to occenf specifk perimeter pothwoys, or d-otive fixed ground dement,, among a mulNw7ds of possible wall mount accent fighting oppir-ri-, using parabolic beam -onolbd bops, -tamp ad/msPbhsy mxJ o h -1.64 only wMn dh o g BAR lamps. A-bbb -A W 1280 a" ly O P T I O N S The timeless cylindrical design of Syrios will enhance and blend with virtually any Iradillonal or contemporary architecture. Fabricated with the highest quality components, Syrios is designed for long lasting applications such as, general public spaces, office buildings, shopping centers, hospitals, and more. Syrios features a unique integral adjustable lamp, allowing to direct light where needed, to focus on a particular area away from the luminaire location, without disturbing its position*. The up/down lighting concept presents an added flexibility with the optional choice of combined light sources to produce the desired lighting result. 'tamp adjustobiliy mechanism is available only when choosing PAR Joni A illable with W 1280 onlf< NOTE: 1. WALL PACK CYLINDER UP DOWN PURPOSES TO LIGHT THE ARCHITACTURE WALL FEATURES AND LIGHT IS NOT ALLOW TO POINT UP TO THE SKY. G N I N G S Y R 1 0 5 ri O_ Ili E'tf IT wh2eo W I290 W12001sr d 3 vat a:awaa, b.w,. SU/SDbnP. and a•asB• van ba ca. bred la 1, ad dsen Mjing o -,. mo a.-lgh boos floss m,sd D A T A .Pm, .hear b MATERIALS ELECTRICAL FINISH Ca. a6mm.n honog a eom.,a, ro.i.u. 356 HIGH INTENSIFY DISCHARGE fH.I.DI Faswge p,.pamron pm.e. Jading pehemng olumim,ma wd,o..ppw corwm of I- don BALLAST Coe and ml HPF. 11,a vale. s-..a d- pan. faqir Pocka.mraaio., and on ,pol.g `°P° I a..,,bw wd,a has dm� m., 0. X and 1 I red 0'F -CI. �� � t,N h:. s.dant. a, . „dIY Pdw ,a„n,., v �y bulbs hwdng a taw a anal ap.aiion a,d .q,npnenr 6,9E t. S-Hpxu6 inner ellptiml SOCKET Median 6... P.I. nP.d AkV pam6n perde+ coaling a applied d,wgh an .6tlmb1c Proro.. and owe, eared b , (v,gmrm d-614,y dbcrac copied wmh a dear rerrr»ied -Wgbu. a nick 611 and body wd, &plan& "' ..a . agate boob rBOIFe! Iwnmeni W l M. Whoa tmn.kmvl hgh imPa aaylc a eons m„wd mad 600Y dX_. Cos.l m .,w I.n. h- Eton.& in PNian Sappw rid. 20016od.. MOUNTING r.h a se, dpe.su a t_ wed Tel r.,eve, of CQVWACT FLUORESCENT AA...d dmcdy io Fobbed ­6- 6- aKr a r000.ed ended wid, a mamary raar,me.d..mrm ga.ker. beer 4 • a,upml pe,cxon bow Mm„anun wetly 40bs. oarpamnn aro made d low wean goha,.. d W. BALLAST Rapd -.6-c von bolo+, -11 S.Pan s. wan aoch-ns, i. mq..d AN I..dwae i..en6..-1 o DB pownk-,rod dof. a -a pno,.iian rid, a mmi,.um .bni,g CERTIFICATION amp.awa d 0•F (A O Cr 11W/277V T..d a U1598 amdade, cUu Bead ra 6camn. 13d7V on rogmul. SOCKET n,.,m,Pp6no 6.4, m..d fa 75wt0ol Supplied -4 105'C 6ad.. STUDS Meet NAl10F I 6 wORAM "ION PR wRI COMPACT FLUORESCENT SUFFIX 7M70 IMlto 1MIS0 2MIls iPN31 2Px71 INHIO We 2M101 2NI3P Iful Ins? /172i 4Fi31 SOURCE 217OW ED17 2111Ww E017 YISIN IDI7 Y55 EDI7 Wile MAN blow 1.111301 brother PaR3i 71nw foil 11.. 1017 11130w [Oil (11Y47W 6x14q 1211x3M G124T IN U2FW fW144 (411a32w tidy WI29D _. OPTIONS Emargarmy CF 6mmry pock 1-EMI :: F6aa ®R I -PH I I I-PH21:: Se, of ma durnnaw 6uva, rings W Far mood .p/down lghl ,ouraw, ple.. ,pads 1-Stu tip right aauoe) [-SDI (Door Igki wmc) Please roler to detailed specification sheer for furdher information and a"fionol oplions www.luminis.com L U M I N I S Luminaire Location Summary ' LumNo Label X Y Z Orient Tllt 17 canopy light 31347.6 32928.3 10 0 0 19 canopy light 31308.6 32895 10 277.765 0 18 canopy light 31342.6 32931.5 10 315 0 16 Wall cylinder Up Down 31329.1 32920.5 10 180 0 5 Wall cylinder Up Down 31303.3 32890.2 10 143.13 0 15 Wall cylinder Up Down 31289.8 32869.3 10 156.801 0 6 Wall cylinder Up Down 31273.2 32834.5 10 156.801 0 13 Wall Pack 31302.1 328122 8 326.31 0 10 Wall Pack 31332,2 32849.3 8 325.008 0 21 Gas Pump Canopy Light 150MH 31283.2 32970 15 325,008 0 22 Gas Pump Canopy Light 150MH 31295.8 32961.8 15 325.008 0 23 Gas Pump Canopy Light 150MH 31276.9 32960,3 15 325,008 0 24 Gas Pump Canopy Light 150MH 31289.4 32952.1 15 325.008 0 25 Gas Pump Canopy Light 150MH 31271.3 32951.7 15 325.008 0 26 Gas Pump Canopy Light 150MH 31283.9 32943.6 15 325.008 0 27 Gas Pump Canopy Light 150MH 31278.5 32935.3 15 325,008 0 28 1 Gas Pump Canopy Light 150MH 31273.1 32927.1 15 325,008 0 29 Gas Pump Canopy Light 150MH 31255.1 32926.7 15 325,008 0 30 Gas Pump Canopy Light 150MH 31260.7 32935.2 15 325.008 0 1 31 Gas Pump Canopy Light 15OMH 31265,9 32943.4 15 325.008 0 32 Gas Pump Canopy Light 150MH 31248,6 32916,8 15 325,008 0 33 Gas Pump Canopy LI ht 150MH 31261.2 32908.7 15 325,008 0 34 Gas Pump Canopy Light 150MH 31253.9 32897.5 15 325,008 0 35 Gas Pump Canopy Light 150MH 31241.4 32905.6 15 325.008 0 36 Gas Pump Canopy Light 150MH 31234.8 32895.5 15 325,008 0 37 Gas Pump Canopy Light 150MH 31247.2 32887.4 15 325.008 0 38 Gas Pump Canopy LI ht 150MH 31267.5 32918.5 15 325.008 0 8 Wall Pack 31277.7 32809.7 8 234.462 0 20 canopy light 31288.1 32863 10 277.765 0 14 Wall cylinder Up Down 31315.6 32900 10 150.945 0 4 Wall cylinder Up Down 31336.2 32931.5 10 147.995 0 1 Wall cylinder Up Down 31339.3 32932.3 10 60.945 0 2 Wall cylinder Up Down 31350.3 32925,1 10 56.31 0 3 Wall cylinder Up Down 31365.5 32915,4 10 51.34 0 11 Wall Pack 31360.7 32902.6 8 330,945 0 NOTES: L WALL P14CK C1'L INDER UP DOWN PURPOSES TO LIGHT THE r4RCHITr4CTURE WALL FEATURES AND LIGHT IS NOT TALLOW TO POINT UP TO THE e<`'- 2. PROPOSE FOUR CANOPY LIGHT 745OVE THE ENTRANCE DOORS TO CONVENIENCE STORE 3. THE BUILDING -MOUNTED FIXTURES MUST BE FULL CUTOFF FIXTURES. 4. BUILDING MOUNTED LIGHTING CANNOT BE MOUNTED MORE THAN 25' ASOVE THE FINISHED GRADE OF THE BUILDING. 220 DG'NrJLIGHT 221 D0b`,7NLIGHT/WALL WASHER CONCRETE POUR The concrete pour designer canopy is available in both the downlight (2200) and waliwash (221 C) designs. Both offer a choice of Ceramic Metal Halide (with Bectronic MH Ballast) or Compact Fluorescent light sources. E M -E -_R G... E N C Y. ___ _ The 220EM and 221 EM units are available to help meet the demands for emergency egress lighting. In the event of a power interruption, the emergency battery pack win power one (1) 42 Watt compact fluorescent lamp at reduced light levels. (Emergency not available in concrete pax'.) S P _E--_C_1 _F-_1 ---- C_ A_T_1.0 N S _ General: Electrical: The Gardco Designer Canopy Luminaire utilizes compact All HID luminaires that utilize magnetic ballasts are high power fluorescent and high intensity discharge lamps. Housing is factor and designed lot reliable lamp starting to -207. HID recessed in ceiling cavity and shallow trim assembly is surface luminaires that utilize electronic metal halide ballasts will operate mounted on rnopy. Two downlight and one wall wash optical Ceramic metal halide lamps only. Medium base pulse rated systems are available. sockets are glazed porcelain with nickel plated screw shells. Housings: All fluorescent luminaires utilize clectronir, ballasts that are high 220, 220EM, 221 and 221EM housing assemblies feature die power factor and designed for reliable lamp starting to Oaf. cast aluminum plaster flange, formed steel ballast tray, Sockets are high temperature PBT with brass contacts. adjustable mounting braccels and steel housing cover. 220C and I o 9 9 221C housing assemblies feature a cast aluminum housing. EM luminaires provide an integral battery pack that, in the event Trims: of a power Interruption, will power (1) 42W .ompa.l fluorescent compact Die cast aluminum [rim mechanically secures glass lens. Hollow lamp at reduced light levels. Maintenance free battery is rated for ambient temperatures down to O'C. Indicator light is visible core, extruded silicone gaskets seal trim assembly to both through the lens. A test switch is accessible through the door housing and lens to permanently exclude insects, moisture, dust, assembly. and pollutants from luminaire. Optical Systems: Finish: Fresnel lens provides an even, symmetrical downlight Each luminaire receives a lade and abrasion resistant distribution. Prismatic downlighl lens creates an elongated electrostatically applied, thermally cured, (TGIC) polyester lighting pattern. powder coat finish. Prismatic wall wash distribution provides uniform illumination Labels: on adjacent vertical surfaces. Cutout side Vim on the waliwash All luminaires have UL or CUL (where applicable) Wet Location model allows light pattern on the wall to reach Hie ceiling line. labels. OR _ D E R_ I N G_ -_ .... ........... PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 220 Downlight P: Prismatic Lens 50MH 50CMHEI 120 BRPBronze Paint Fe Fusing l (Elongated Beam) 70MH 70CMHEI 277 OUP Black Paint RS r Tamper F I Fresnel Lens 10OMH 100CMHEI 3471 BGP' Beige Paint Resistant 150MHI 1501,11H4 WP White Paint Hardware 175MH 260P NP Natural Paint US, Quartz 50HPS 32TRP OC I Optional Color Standby 70HPS 42TRP 100HPS (So.Colo, Selem,onGuido) SC Special Color 0ST° Quartz Restrike 221 Wall Wash P Prismatic Lens 150HPSa (P-de4-.4ColorChip) i Timed Delay 220EM' Downlight P' Prismatic Lens 120 BRP' Bronze Paint RS Tamper Emergency I (Elongated Be..) 277 BLP Black Paint Resistant F' Fresnel Lens 42TRP BGP : Beige Paint WP ! White Paint Hardware 221EM' l Wall Wash P'1 Prismatic Lens Emergency NP Natural Paint OC Optional Color (See Color Selection Guide) 220C Downlight ht P I Prismatic Lens 50MHP 260F1 Concrete Pour (Elongated Beam) 70MHEs 32TRP SC 1 Special Color F Fresnel Lens 100CMHE° 42TRP (Provide 4•x4-colorcmb) 221C Wall Wash P,, Prismatic lens j Concrete Pour '�. 150CMHEI 1 ' N If F F an 4 TRF es feature an electronic nuoresoent halast that accepts 120V Ihroti n 277V bOhz or 6uhz input. and provides ANSI/M 02. A S 555. 26U , 32TR d Z type, t p g P for a 0'F starling temperature. 'EM types require 120V or 277V input voltage and are not available in a concrete limit configuration. 'Ceramic Metal Halide with Electronic Ballast, with ballast brand selected by Gardco only, 120V or 277V only. 'Not available in Ceramic Metal Halide with Electronic Ballast (CMHE) types. D I M E N S I O N S 26 35' 220. 221 „ 1, HID Units ` ,.❑�,I -10.02' - 11.38, 220, 221 Compact a ") 5.01• Fluorescent Units 1 2.25"1. 13.27' -! 220C, 221C Concrete�L to Pour ° w Units% i 3.27' 7.83' 11 38' 220EM, 221EM _ Compact Fluorescent Units 2.25' -1127' 23.6a' Luminaire Schedule Symbol Uty Label Lumens LLF Description 9 Wall cylinder Up Down 12500 0,800 Luminis cat # W1280-2M150 4 Wall Pack 8500 0.800 Gardco cat # 101-WT-10OMH 0 4 canopy light above entrance doors 3200 0,800 Gardco Cat # 220-F-42TRF r7- 0 18 Gas Pump Canopy Light 150MH SINGLE 1 13300 1 0,750 1 SC-S-150MH-PG SCOTTSDALE" awe tr•-.tl aorN.n. I& SC OTT LSI Is clechoalad to providing Innovative, high qualily lighting Solutions fo the poholeum mictil rrWINI,i. In 1993,LSI royolutford2ad canopy ligh Ong wish Ithli Ink,duckon of the Scolt38ala -the first Yerticd burn ccmopy syslem in the mariael- place. Today, the Scottsdale offers a broadarray of fbdule choices to meat your speofficapplication. SCOTTSDALE° SCOTTSDALEe SCOTTSDALE" SUPERKITO PANEL RETROFIT KIT RECESSED SUPERKITO Corert existrlg 2 x 2 Kehofit 2 x 2'surface-mount Convert exist rig recessed sorface•mount callow canopy Wures with a buch of fatures b Scottsdale Wiles 10 Scottsdale Scottsdale style and eleggnce is dbd 6, d..0 I ... to.. LI,d d Yrr-.0...t... IA I,cW Yre.mw t... awn. Various marbers of he Soctlhdde bill Iya Ter oaered b) one a d,ox,422; 6,2.2A,"3; 6,497,A99; 6,A22�20a veil a CA2x fi O._R.D ER I N_G 1N F_O RMAT..LQ_..N__ example: 103 i7 u LUMINAIRE DISTRIBUTION heilJlt 7' P a height: BY • width: 164; depth: 9' ' heiglh 7' • width: 18' s depth: 9' height: 7' • width: 18, ;: depth: 9' AOLa height: 9'i' • wkllh: 18, depth: 9' -- height: 91F' ' • width: depth: 91 heighl: 7''1' • width: '� 1 I depth: 1'+; a height: 7i; �` • width: 25e' depth: i l'ti 175MH 120 WPlal�i 411{�1t: WATTAGE VOLTAGE FINISH RING OPTIONS (108 only) 3.9 HPS 120V BRP AR = Ring Palrried F = Fusing (120V, 277V) (12ef uolyi Bronze Paint to Match Housing FT = Forward Throw Downlight NdaatadenmNaaasng 50HIPS 277V PCB - Bullon Type Pholocontrol 70 HPS BLP SR = Stainless Steel (Not available on 480v, N/A 105) WT = Wide Throw Downlight trmaamowo wmsusig 100 HPS 34N Black Paint Ring (Brushed) OS = Quartz Standby MT - Medium Throw 150 HIPS (555) ((412 T1F nd awi1M k) (Nd.-bb.e, chat Lope) WP OR = Optional Color Ring (Not available In 105: 35 HPS, 50 MH While Paint all models; FT MT optics on 50 CMHEa LR = Less Ring 103-106 or 108: electronic 70 MH coda& hdmy NP ballasts, all models) otanntozumlwvamsaredlnmenamrdamarmawnmmmuESNamncuancnse 70 CMHE' 100 MH Ironawunas Natural Paint LER - Red LED LEO = Orange LED Q924= Quartz Emergency (HID only, 150 wall max. FT-U - 90% Downlighl/10% Uptight (Not malhudmmEea�eng 100 CMHE' BGP HID, 100 wall max. Quartz, WT-U = 90% Downlighl/10% Uptight (Naaw ndewmRrxa4 e q 150 MH Beige Paint LEA = Amber LED WT Optics only) MT-U = 90% Downlighl/10% Uptight (MIDA OC SL = Sollle`DIilushogLens MT -LLD 50% Downlighl/50% Uptight (coed MH amm Iro3mmm rep 175 i H Optional Color LEG . Green LED For daytime obsaring 25 OF xid -uw faWemerg) s"`Wl D1011 ' a:CC-FAL71s2') LEB = Blue LED of optical system and lamp. Can reduce spacing (2) 26 OF SC capability of sconces) FT = Forward Throw Downlight(Nainahtae won nuolesceng (0sadlubeFba+cnp Special Color UT = 5° Uplill tot FT Optics 42 TRF (Cob BeYsed) WT - Wide Throw Downlight (Nd aunale,nm nucrosan) (Triple rube F uorscne WILL =Wet Location Door (2) 42 TRF for Inerled MT = Medium Throw Downlight (1o1,10y104,1o7,10eamly) (101/102onto AS = Wall Mount, Surface Corldull (see photo on page 36) 1d a11061umIMmS lmratee le Ih0 e0,ma dom,llgnl paVnm neon IFeJ4A 14N atdl mlefta WS/UT = Wall Mount, Surface Conduit with 5' uptilt for FT optics 35 -150 HPS _ 120V only _.1'' FT-U . 70N Downlight/30 % Uptight (NadvJWPwith Rum,reng 50 70 MH 12UV 277V {plt'- W'G = Wlre Guard UD = UpllghtGlow/Downlight 100 i50MH 27Nonly !`. (Now Available103, (1) 42 TPF 120J 27N, 347V 104, 105, 106, 108) 120V •CMHE-Ceamc Meta Halide with ekdlonic ballast (12427vdl only) FT - Forward Throw Downlight (Notaralamwnnnmmscmp 120V WT - Wide Throw Downlight (NdamllebemmAumes®d) All Wailages 277V MT = Medium Throw Downlight 341V 107 ad 108 Ymllalies; (moral LED drys) Instated In la noon dmw111gM paalloe mN11ESNA YRCMONIUIerla Prior to ordadtag, coxed stitimillol data On _ widw sdasghting.com for the most airmnl infomwlbn. _- a Z W LU Z WO LO tQ C\1 -4 ­t a Z �N W r�+' P♦1 V�� 1� Ln C r' W� U 0�� U 05 ^ iq i� U O 0) W Tn z 0 I+ b• .tip , , .. _ ��. -_ _`-_ _ o TE o � o Rpo _-_moo ---____•___ `-�,1 r-+ 1 `b V. , <�vk "•"S ,. •�;�•..+wa .I� nor ra,-..P ^-„,°". r«-"..�t, "+n''�<,.m- "a-.. „} a a f+ -- �- �'1 I�}°._3`�1 c�n *..o' _ TEE} 2% -6 , R ciN° o EX,DI %'3- �• o o TOP01832 rX wMMMMMdMMwc�'? __�=__•_�o INV.IN-113foo OF�r INV.OUT=I13A(o .Qc 0 `b' - - - �. 7, 11ff °b 1 IN 0 `b o TQ1Fl>o ? rl O l 2 i �•' r el s , i `b• Iic tioX. 3P15 OtO y 1 0 fi i 7 f b I V `�� ._ ..._ � _ �,, `�• �3 a'� � ;� � I '" ,� 1 rib`' <po �' <po S � � � ( G1. p 0,I U �• i j non �, r � �I % pN ` - ai�l °l a ° `b� `b ti o AL �on ! 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NEW5 ot)o LIGi ITINCs DISPEN&ER rl _ l aP.GALE: 1 20 i `'S 1 �° LO or i `�1• , / '' ' ;°lj5 Ile `b• `bp tij} 1 f.m jjYi I SY'{ t Ile / ik \ lit y %l /f , "� I' ��� ' 2 �� 0 clot �0 �i Z �o �.H `b , (7 � � rr� _ < �iv `b _ - o Kp, App o 7 FJ _-_ _ ` tab , ac%% �0 ° %31 1 I ii I `lo ! o 1 I% ( �� ( �° R�• °ti° fi• ° `61 " I>�ft l�`tF1G�F!. d5'y, 4 -;4 - 4A ooP Apo �a �' b1 lr=. Ir rr`�F''v o V CCYWAN1" OF WINGHESTC+1 ! NE%. T3? a,o DATE: 11/10/2010 SCALE: 1" = 20', AS NOTED DESIGNED BY: TNA FILE NO. 5255 SHEET 4 OF 4 09-014A , ,r SNOIIN ROUTI= 5�` -- AT --"- `— --- — -- _ _ -- - RCU' IMPROVEMENT A5 -------- � � -------- APPROVED BY VDOT 7_SS ?.'-IS" RGi' n IPiQo — o �:,..,. _ ,.:.. _..... .:,�-_ ._ .,�.. , , .. t-`i�_ : __, ,•. tr . ._ u 11939' 18" f�C'F� fl � / C,a --•►- �---i-�I<>C. CC7_� ---.� 20' 18" RCP 2.213 CG-b TM 64-A-105 ART -ROB PROPS -:TIES, INC. D5, 828 PG, 553 ZONE: 52 BOARD ON BOARD FENCE ENCLOSURE OR APPROVED EQUAL 8" BOLLARD--,, FILLED W1 CONCRETE TYP- E; TI _a5N R, U -I;-5TER h Put-151-E1= PAD LIMIT OF CCNSTRUCTRON FOR CLEARING AND GRAD IW4 TM 64-A-103 WINCHESTER MILLWOOD AVE., LLC TO BE REMIND'. NO. OE50029241 ZONE: 52 EXPOSED FOUNDATION 1— TO BE REMOVED OR RELOCATED -CONCRETE PAD AFFROXIMATE / SEWER LAT. TO BE PLUG ,PROPANE / TANKS TO BE RELOCATED I CI td- .INK FENCE REMOVE EX PAVEi'1ENT� ' ( b" RllET JTAP' ^�/ — — GONCRE� c WALKIUAY EX. F141 0 BE OUTSIDE PROPERTY W1 VALWATER SERVICE � p�A�E WATER SERVICE REMOVE EX. PAVEMENT � � �,. IF R�EUSAI3IDE ONNECTION b" SAN LAT OR TO REMAIN —1 — —CONTRACTOR-TO —— __.._. FIE1:D-VERIFIED TNE-MvE_RT T_ — — `_ L►H T1 RliST�r►oN I� -(� ` FOR CLEARh\* AND GRADING I �, 7-AX 1'4I2CEL 64-A-4A I �. 16.9309 ,ACFF55 ` — - _ — 3 DEVELOPMENT COMPANY OF WINCHESTER (D5. 198 PG. 335) ZONE: E32 20 10 0 20 40 5GALP: I " = 20' EXIS^TMG 8' OR 10" HIGH M;ESSWF9 CAST IRON U14TER"1AN FIFE, CONTRACTOR SHALL CONTACT CITY OF WMI-ESTER TO HA\T: AN -125 INSPECTOR ONSITE PRIOR TO CONNECTNG THE 6" WATER M FOR FIFE HYDRANT CO CTION. IKE 125 I IF, MEM " 1r 10+00 10+50 11+00 WATERLINE PROFILE z oC W w z W 00 �.� tED w1 OJ 00 No40 zx tr) cc\\22 a� W LO .� Hw 1-4 0 a� o �b r=q l) w 1 iU TUNG ' Lie. No. 26715 �' ° 5 ass /q1��-p ZONAL I DATE: 11/10/2010 1 SCALE: 1" = 20' DESIGNED BY: TNA FILE NO. 5255 SHEET 2 OF 4 09-014A 285t?2'-I8" 1,CP 0 IAN o TM 64—A-105 ART —ROB PROPE`RTIE5, INC. DB. 828 PG. 553 ZONE: Eat BOARC ON BOARD—\ FENCE ENCLOSURE OR APPROVED EQUAL 13" BOLLARD -- FILLED W1 CONCRETE TYP- E; TFA51-1 DLII-IFSTER 6 F)0 5TEi= PAD REMOI%1= 1=x PAVEMENT-% `" OUTSIDE PROPERTY Vill f l l l l l l l 5TAT 5 0 IMPROVEMENT AS ------ - ~ APPROVED BY VDOT CG 2©'-1S" RCP g 2.299' � ! - -u 11939' 18" Rc� LIMIT OF CONSTRUCTION FOR CLEARING AND GRADING TM 64—A-103 WINCNE5TER MILLWOOD AVE., LLC OTC BE RE4O @; ` NO. 050029241 ZONE: 52 -• r .�l !ter • r L-TO BE REMOVED I OR RELOCATED - CONCRETE PAD AFPROXI iATE / SEWER LAT. TO BE PLUG ,PROPANE / TANKS TO BE RELOCATED I CI•,td-WNK FENCE _.._.--...._- -v'-' WA1R SERVICE REMOVE Ex PAVEMENT V,IF RElrS�B�E FONNECTION co" 541 LAT OR TO REMAIN —CONTRACTOR TO-" FIELD -VERIFIED THE -INVERT ti 1 FOR CLEARING AND GRADING ! J , TAX I=ARCEI. 64—A —4A 16.9399 ACRES I — DEVELOPMENT COMPANY OF WINCNE5TER (DB. I98 PCB. 335) ZONE: E32 • 10 I 20 40 NEF-.. EXISTNG S' OR ]W HIGH Pfr:85W;E CAST IRtJN U.t4TERMAN FIFE, CONTRACTOR SHALL CONTACT CITY OF WNCHESTER TO HAVE AN -125 NAMCTOR ONSITE F'RIOR TO CONNECTING THE b' WATERI.NE FOR FIRE HYDRANT C2+ECTION. 150 125 120 115 inr 105 10+00 10+50 11+00 WATERLINE PROFILE a z _ o� ua W z z W m � QC) -"- N x CID I �c'j y, W 0 j• p a� WQ) , A o � FfCQ o " *-+ o cu o I v TUNG SURA� Me. No. I�NAL Z O a Y 1-1i J Q wJ (n d V! 0 LO DATE: 11/10/2010 SCALE: 1" = 20' DESIGNED BY: TNA FILE NO. 5255 SHEET 2 OF 4 49-014A