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Home My WebLink About09-10 Golden Seal Enterprises - Office, Training Facility - Shawnee - BackfileGENERAL NO TES VD 0 T GENERAL NO TES LE CEND VICINITY MAP t5 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to' the Virginia 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 -- --- ---- EXISTING INTERMEDIATE CONTOUR -- 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 EXISTING INDEX CONTOUR"' �--------�--�-- 330 o e�FF��C ■i■ 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 PROPOSED CONTOUR 400 W �Ra W Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health W Administration (OSHA), and Virginia Occupational Safety & Health (NOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT U. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of 645 Trans ortation PROPOSED EDGE OF PAVEMENT Z Trans 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 bein accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic EXISTING CURB AND GUTTER 4. A roval of this Ian 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 PROPOSED CURB AND GUTTER 22 �/100 require p under State paw. Specifications. r- pd 1 TRANSITION TO REVERSE CURB Ra � S I T E LU N 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 EXISTING TELEPHONE LINE - 0 `n held with the Developer, County Representatives, and Representatives of the Virginia Department of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. o 00 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 utility facilities or items that. may be PROPOSED TELEPHONE LINE T Z �� > N � 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 Q Q) 0J co 0 Refer o developer from this responsibility. EXISTING STORM SEWER --- ... Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER'an co G V5. Design features relating to field construction, regulations, and control or safety of traffic may be v I rn 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a sub)ect to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field EXISTING SANITARY SEWER-1 representative of the developer must be available at all times. revision shall be the responsibility of the developer. 7 LO PROPOSED SANITARY SEWER rn 11- 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. EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE E 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 ■� o a) embankment. EXISTING GAS LINE - - held by the engineer and/or developer with the attendance of the contractor, various County agencies, 0 utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE G .� E- 44 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less SHEET INDEX 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 PROPERTY LINE 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 1. COVER SHEET Z, required or requested inspection. EXISTING EASEMENT LINE indicated on the plans and as required at the field inspection. 2. E & S CONTROL & MISC DEATILS rn PROPOSED EASEMENT LINE 3. PH. I AND PH. II EROSION & SILTATION CONTROL PLAN o 0 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 4. SITE PLAN be minimum 6" diameter and conform to VDOT standard SB-1. pco ublic roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE 5. GRADING PLAN Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other AT L� C� b containerized in accordance with the Virginia Litter Control Act; no less than ro erties affected b this ro'ect shall be maintained through construction. The Developer shall have, EXISTING TREE LINE 1YOTL' �.J W 12. Construction debris shall e g p p j' P one litter receptacle shall be provided at the construction site. within the limits of tthe prolec , an employee certified by the Virginia Department of Conservation and ... ... CONTRACTOR AND INSPECTOR NOTES: Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FLOW LINE 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 FENCELINE 1. BUILDING SHALL COMPLY WITH THE 'VRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTIONS 310 (R-RESIDENTIAL) AND SECTION 303 to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified. (A -ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC A117.1-3-03 ACCESSIBLE AND USABLE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE BUILDINGS AND FACILITIES. condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the EXISTING TELEPHONE PEDESTAL 2. BUILDING IS REQUIRED TO BE EQUIPPED WITH A SPRINKLER SYSTEM. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or end of construction. - 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, Vll. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum EXISTING WATERLINE W/ TEE --�---�- - b` -----� 4. ENTRANCE AND EXIT DOORS ARE REQUIRED TO MEET ANSI ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS, MAX 1:20 FOR WALKING cut sheets, and connections to existing lines. P P TSERVICE„ AND MAX 1:48 FOR LANDINGS AND ACCESS AISLE IN PARKING AREA. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE W-t-f^t1 5. HANDICAP PARKING SHALL BE PROVIDED PER SECTION 1106.6 (WHERE MULTIPLE ACCESSIBLE ENTRANCES ARE PROVIDED, PARKING z urtenances shall be constructed in accordance with the conflict points. / / 0 0 SHALL BE DISPERSED). O 15. All sanitary sewers and water mains and ap p EXISTING FIRE HYDRANT VALVE METER 6. SIGNAGE SHALL COMPLY WITH USBC 1106.8. � current standards and specifications of the Frederick County Sanitation Authority. 7. SLABS WITH GREATER THAN 8" FILL OR 24" CLEAN SAND OR GRAVEL REQUIRE ENGINEER DESIGN. V12. Any unusual subsurface conditions (e.g unsuitable soils, springs, sinkholes, voids, caves, etc.) PROPOSED FIRE HYDRANT/VALVE/METER ® m 8. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL, 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 PROPOSED REDUCER W W► ETC.). W 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 9. REGISTERED DESIGN PROFESSIONAL SEAL REQUIRED ON PLANS SUBMITTED FOR PERMITTING. prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. SIGNS � � 10. FLAG POLES 50'+ REQUIRES PERMIT AND ENGINEER DESIGN. utility verification and the proposed construction. 11. EXISTING FIRE HYDRANT IS LOCATED IN THE ISLAND OF THE EXISTING PARKING LOT. 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 12. ALL REQUIRED ELEMENTS OF EGRESS SHALL BE HANDICAPPED ACCESSIBLE, AND EXIT DOORS WILL MEET ANSI ACCESSIBILITY Y g g representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be STANDARDS. result of his construction project within or contiguous to the existing right-of-way. resent to insure the sample obtained is representative of the location. When soil samples are submitted PARKING INDICATOR p 13. BUILDING ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 303 GROUP A (ASSEMBLY) to private laboratories for testing, the samples shall be clear lyy identified and labeled as belonging to a INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 OR USE B (BUSINESS) IF THE OCCUPANT LOAD IS UNDER 50, OF THE INTERNATIONAL BUILDING CODE/2006. OTHER CODE THAT APPLIES 18. When grading is proposed within easements of utilities, letters of permission from all involved companies ro ect to be acre ted b VDOT and that testin shall be erformed in accordance with all a licable must be provided to Frederick County Public Works Department prior to issuance of grading and/or site p , p Y g p pF' IS ICC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION VDOT standards and procedures. SHALL BE SEALED BY A VIRGINIA LICEN QED DESIGN PROFESSIONAL. development permits. 14. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF ICC FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be HANDICAP PARKING (SOIL, CONCRETE ETC..) 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Y g Y/ L 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 15. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO MIN. EXTERIOR AREA OF RESCUE ON THE LANDING OR CONNECT BY ACCESSIBLE W ROUTE TO THE PARKING SPACE. PLEASE NOTE ACCESSIBLE RAMP SHALL REQUIRE A PERMIT WITH CONSTRUCTION DOCUMENTS IF THE Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street VEHICLES PER DAY COUNT IratD SLOPE EXCEEDS 5%, 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 16. ACCESSIBILITY UPGRADES SHALL COMPLY WITH THE 20% COST REQUIREMENTS OF THE IESC UNLESS ALREADY IN FULL COMPLIANCE. Q 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. PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION 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 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. approved plan. PROPOSED SANITARY LATERAL CLEANOUT � 0 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROJECT INFORMATION f� 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard _ proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered VDOT minimum design standards and is the responsibility of the developer. professional engineer and results submitted to Frederick County prior to pavement construction. It a.� V17. Prior to VDOT acceptance of an streets, all required street si na e and/or pavement markings shall SANITARY MANHOLE IDENTIFIER IZ PARCEL IDENTIFICATION N0.' 64A-1-5&5A (TO BE CONSOLIDATED) U M K D. SMITH geotechnical report has been prepared, it should supersede the requirements in this note. be installed b the developer or, at VDOT's discretion, b VDOT on an account receivable basis following STREET ADDRESS: A��IATION DRIVE `d LiC. No. 22837 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. Y g PROJECT SITE AREA: '1.28 AC DISTURBED AREA: '..05 AC -� excavating or blasting at least two (2) working days, but not more than ten (10) working days, CURRENT ZONING: hit LIGHT INDUSTRIAL DISTRICT � prior to STORM DRAIN STRUCTURE IDENTIFIER N 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 �Ss,I 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 CURRENT USE: ,VACANT 0NAL condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit �? ,,,.. EXISTING SPOT ELEVATION X PROPOSED USE: .;aISTING, OFFICE/TRAINING FACILITY/WAREHOUSE and total prices may be obscured. , .;w 24. All utilities to be located underground. SETBACKS. L`QUIRED PROVIDED V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical FRONT PRIMARY 75' 75' 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 PROPOSED SPOT ELEVATION X3' REAR 25' 25' the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform SIDE 25' 25' these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. MAXIMUM HEIGHT: 60' In :addition to checking stone depths, a VDOT representative shall be notified and given the opportunity LIGHT POLE 60' OR LESS THAN Note: An lace within these plans statingGreenwayEngineering, shall represent GreenwayEngineering, Inc. to be present during the construction and testing of the density control strip. FCSA CONSTRUCTION NOTES V20. Apphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and LANDSCAPED AREA CALCULATIONS Bridge' S ecifications. Density shall be determined using the density control strip as specified in Section 84A-1-5 & 5A = 7.28 AC CONSOLIDATED ALL SIGNS SHALL CONFORM P Y g Y p p SURVEY AND TOPOCRAPHIC INFORAIA TION LANDSCAPED AREA REQUIRED FOR (M-1 ZONED) 257.. = 1.82 AC OR 79,279.20 S.F. 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test LANDSCAPED AREA PROVIDED 65.46% = 4.77 AC OR 207,585.24 S.F. TO SECTION 165-201.06 OF reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be PERIMETER AND INTERIOR PARKING T UNDSCAPING CALCULATIONS CULATIONS SEE SHEET 4 THE FREDERICK COUNTY (6 notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: SUBDIVISION AND ZONING W 1. The Authority's Water and Sewer Standards and Specifications are available at GREENWAY ENGINEERING Dated: _ MAY , 2010 EXISTINGDING AREA TABULATIONS P EXISTING MAIN BLDG= 2,384 sQ.FT. ORDINANCES V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches andco www.fcsa-water.com <http://www.fcsa-Water.com>. larger shall be explored below the bottom of the excavation to determine the hype and condition of the EXISTING CLASS ROOM = 9,842 SQ.FT. E-� 2. The water and sanitary sewer portion of the plans are valid for three years from date of foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 2. Aerial, horizontal and vertical control surveys were PRACTICE SHOOTING RANGE BLDG/STORAGE = 7,020 SQ.FT. ® O FCSA approval. p g P g performed b PAINTER-LEWIS. P.L.C. 2001 TOTAL = 19,226 SQ.FT. ALL BUILDING HEIGHTS SHALL pP approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P Y CONFORM TO SECTION a: 3. The contractor shall adhere to the Authority's standards and specifications in effect at the p�-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) SITE PLAN APPR®VAI time of construction. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 165-601.02 OF THE FREDERICK U) > 4. The contractor shall coordinate with and arrange for inspection by the Authority. 3. Aerial topographic mapping performed by: OCCUPANCY LOAD l �04___DATE 7 COUNTY SUBDIVISION AND LESS THAN 50 PEOPLEQ 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced VA MAPPING INC. Dated: APRIL 2010 ZONING ORDINANCES manhole. below proposed foundation elevation to determine the type and condition of the foundation. The F.A.R. CALCULATIONS S-p -p j - �0 E-+ 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. contractor shall submit copies of borehole togs and report findings of foundation exploration to the 64A-1-5&5A = 7.28 AC OR 317,116.80 S.F. t KAR NUMBER - W W � E engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT TOTAL BUILDING AREA = 19,226 S.F The Authority shall furnish all needed material and make the to g p� p g g p Y ,-, The contractor shall submit an Application for Wet Tap and a the required fees. Road and Bridge Standard- PB-1. Contrary to the Standard, where rock is encountered and cast -in -place TOTAL BUILDING /LOT AREA = 0.0606 < 1.0 ,w�, 7. Exact locations h water and n A P services on new lines d a coordinated with the box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise W O Authority's inspector. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall APPROVAL PARKING TABULATION. z E4 O 8. The Authority's maintenance division shall furnish and install all water meters 'through 2 be determined by the engineer and approved by VDOT. THERE ARE 41 EX. PARKING SPACES, 1 SPACE IS ELIMINATED FOR FIRE &EMERGENCY ACCESS � inch in size. It is the contractor's responsibility to have the meter box assembly installed V23. Approval of these plans shall expire three (3) years from the date of the approval letter. OFFICE 1 SPACE PER 250SF: 2,364 SF/250 SF = 10 SPACES W O correctly. Before a permanent meter is installed: STUDENT: AVE. 20-30 MAX. STUDENTS AT ONCE OWNER/CONTRACTOR NOTE: > A LIGHTING PLAN MEETING THE COUNTY a. The meter box, with its frame and cover, must be properly aligned with the V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/car as A STUDENTS ARRIVE IN SHUTTLE SERVICE (AVE. 4 STUDENTS PER VEHICLE) O W coppersetter. specified by VDOT. �7 b. The frame and cover shall be set to final grade. ,C �, REQUIRE PARHI)fI>� FOR STUDENTS: 30/4 = 8 SPACES ZONING E SUB ORDINANCE SECTION FREDERICK / SHALL BE SUBMITTED TO FREDERICK C. The distance between the to of the cover and the co ersetter shall b e between V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in RED RICK COUNTY ZO ING ADMINISTRATOR DATE REQUIRED PROVIDED COUNTY PLANNING DEPARTMENT FOR W Q p pp '/ P P P REVIEW AND APPROVAL PRIOR TO A Q W W 18 and 21 inches. accordance with VDOT s installation criteria. Final approval of the guardrail layout to be given by VDOT * 40 (INCLUDING 2 ADA SPACES) LAND DISTURBANCE PERMIT BEING d. All components of the meter box assembly shall be in proper working carder. after grading is mostly complete. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) ADA TABULATION. ISSUED FOR THE PROJECT. � YEARS FROM THE DATE OF PLANNING APPROVAL 40 TOTAL PARKING = 2 REQUIRED, 2 PROVIDED � 9. For services that connect to existing lines: FIRE MARSHAL'S NOTE a. The Authority shall furnish and install: LOADING SPACE TABULATION. 1. all 5/8"x3/4", 1", 1 Y2" and 2" water services 1 SPACE PER 20,000 SF: 9,842 SF" /20,000 SF = iSPACES REQUIRED, 1 PROVIDED "No Parking" 2. all sewer services. Fire lane markings and signa�e: U� b. The contractor shall: Any signs and yellow painted curb locations will be installed CONTRACTOR NOTES: 1. coordinate the location of the service lateral with the Authority's engineering by field inspection at the direction of the Fire Marshal's Office. CONTRACTOR TO COORDINATE "KITH OWNER & ENGINEER ON ANY DESIGN QUESTIONS CONTRACTOR TO VERIFY HEAVY DUTY PVMT. FOR FIRE ACCESS WITH OWNER PRIOR TO PAVING. W assistant 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 SEAaL TS Project Number:Q required). The assembly must meet ASSE standard number 1015 or 1013. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD GOLDEN ENTuRPRL_QJ 1 L/ y LLC 5 3 72 J 11. All fire lines must have a backflow prevention assembly (detector double check valve or OFFICE 710 3.32 PER 100)0S 2364/1000 *3.32 Ma isterial District: RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any INSTITUTIONAL COLLEGE/UNIVERSITY 7.9 g 0 exterior, privately owned fire line shall also have a fire service meter. This assembly 550 (FOR SPECIAL SCHOOL & TRAINING) 2.38 PER 1001OS 16862/1000 *2..38 40.1 Date of Plan: (Month, Day, Year) shall be installed immediately before the backflow prevention unit. Radio read remotes _ SHAWNEE MAGISTERIAL DISTRICT 0 are required. TOTAL = 48 VPD DUNE 8, 2010 12. The Authority shall review the mechanical plan(s) for design and material approval of a * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 6/8/10 building's: P.O. BOX 343 a. Domestic water meter and its backflow prevention device, and/or its UTILITY CONTACTS ROGER CHAVEZ MILLWOOD, VA 22646 b. Fire service line's backflow prevention device. Water/ Frederick County Sanitation Authority Phone: Veri.zon 540-535-7325 SCALE: NA 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. SUITE 204 158 FRONT ROYAL PIKE, Operate and a copy of the stations DEQ approved 0&M manual. These documents must be Winchester, VA. 22604 Baltimore, MD 21297 DESIGNED BY: TNA received before substantial completion is issued and water meters released. (540) 868-1061 (301) 954-6282 GOLDEN SEAL ENTERPRISES, LLC WINCHEST Power: Allegheny Power Gas: Shenandoah Gas Co. 540-535-7325 FILE NO. 5372 HANDICAPPED PARKING NOTE P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code &Telephone No. Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 5 Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 10-06 STONE CONSTRUCTION ENTRANCE 70' ON. �r•�a�r.nt•�t�e�e��t- Ar-11r•�t�r•.r•�r•�c�r�f•�r•�t� l •..c..c..c._7c..c. 1--1voT It COURSE AGGREGATE • Mvsr EXTEND vu.c *wrH OF INGRESS AND EGRESS Opo""ON Ei I POgnw DRAINAGE B To SEDIMENT I DEWCE nil • u viral SECTION B-B EXISTING - PAYfAIENr 5:1 MOUKARE BERM r� SOURCE A500 fmm 19&J karylond Standords for Sal erosion and Sediment Comm/ and d'o. DS1VC Plate J02-1 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 Seeding 50/50 Mix of Annual Rye grass (Lolium multi-florum) & Cereal (Winter Rye (Secal cereale Anual Ryegrass (Loliium multi-florum) German Millet (Setaria italica) 50 - 100 60 - 100 `Y•7 Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. CONSTRUCTION OF A SIL T FENCE TABLE 3.32-C WITH WIRE SUPPORT) SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. Total Lbs. TRENCH UPSLOPE ALONG THE LINE Minimum Care Lawn Per Acre OF POSTS. - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% I 1 ( High -Maintenance Lawn �� III l 1 IIII Minimum of three (3) up to five (5) varieties of in Virginia. 125 lbs. bluegrass from approved list for use General Slope (3:1 or less) FLOW III III - Kentucky 31 Fescue 128 lbs. 4- - Red Top Grass 2 lbs. - Seasona! Nurse Crop** 20 lbs. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 150 lbs FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Tops Grass 2 lbs. :•,;;, i - SeasoncT" Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs �^ Jill �� ` �/ jr/�� r,,• Perennial Ryegrass will germinate faster and at lower temperatures than fescue, thereby providing cover and soil erosion Gam✓ - / - resistance for seedbed. � ® - FLOW ** Use seasonal nurse crop in accordance with seeding dates as III - III stated below: March, April through May 15th Annual Rye EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye FILTER FABRIC `�y \I) November through February Winter Rye ' �Ffr1�1111 I r SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, KATE. 3.05-1 Sherwood rE Ilan CONSTRUCTION OF A SIL T FENCE (WI THO UT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. s'MA) FLOW l � 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. i FLOW 4. BACKFII.L AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from inaP ation of Slaw and Fabric Filter Barriers for &*diment Control VA. DXC PUTS. 3.05-2 Sherwood and rant *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. Erosion & Sediment Control Narrative PROJECT DESCRIPTION THE GOLDEN SEAL ENTERPRISES SITE IS LOCATED ON THE EAST SIDE OF ROUTE 522 FRONT ROYAL PIKE AND SOUTH OF AIRPORT ROAD IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE SHAWNEE MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBERS 64A-1-5 & 5A AND CURRENTLY ZONED LIGHT INDUSTRIAL (Ml). THERE ARE TWO EXISTING BUILDINGS AT THE SITE THAT CONNECTED EACH OTHER, ONE WAS USED AS GENERAL OFFICE PURPOSE AND THE SECOND ONE WAS USED AS A TRAINING CLASS AND WAREHOUSE STORAGE BUILDING. THERE IS NO PROPOSE MODIFICATION ON THE OUTSIDE OF THESE BUILDINGS, BUT A LITTLE MODIFICATION ON THE INSIDE OF THESE BUILDING TO MEET THE HANDICAP ACCESSIBILITY AND REMOVAL AND NEW INSTALLATION OF THE WALLS. THE OWNER AND FREDERICK COUNTY BUILDING INSPECTOR HAVE MET AT THE SITE AND GO THROUGH THE LIST ON WHAT NEED TO BE UPDATED TO MEET WITH FREDERICK COUNTY BUILDING CODE. THE OWNER PROPOSED SHOOTING RANGE PRACTICE FACILITY THAT WILL BE ENCLOSED ON ALL FOUR SITES BY CONCRETE WALLS WITH SCREENED OPENING ON THE TOP OF 8 F1�ET WALLS FOR AIR VENTILATION. SPECIAL DESIGN BAFFLES ALSO WILL BE INSTALLED ON TOP OF THE WALLS TO PROVIDE A PROPTECTION TOWARD THE TOP AND ROOF. EXISITNG SITE CONDITIONS THIS PROPERTY CONSIST OF APPROXIMATELY 7.28 ACRES AND IT IS LOCATED ON TOP OF RIDGE WITH GENTLE SLOPING TERRAIN AND THERFORE NO OFFSITE DRAINAGE RUNOFF FLOWING TO THIS PROPERTY. REGIONAL STORMWATER MANEGMENT FOR THIS PROJECT AND THE AIRPORT BUSINESS CENTER HAS BEEN CONSTRUCTED AND IN OPERATION. THEREFORE THE STORMWATER MANAGEMENT REQUIREMENT FOR THIS PROPERTY HAS BEEN MET AND SATISFIED. THE RUNOFF FROM THIS PROPERTY WILL BE OUTFALL TOWARD EAST, WEST AND SOUTH, ALL RUNOFF FROM THESE DIRECTIONS WILL BE COMBINE AT THE SOUTH SIDE OF THE PROPERTY AND OUTFALL TOWARD EAST DIRECTION TO BUFFALO LICK RUN. THE SITE CONSIST OF SOME VARIETY OF HARD WOOD TREES AND SOME OF EVERGREEN TREES. ADJACENT PROPERTY THE SUBJECT PROPERTY IS BORDERED TO THE WEST WITH VACANT PROPERTY AND KOHL'S DISTRIBUTION CENTER TO THE NEXT PROPERTY TO THE WEST. TG THE SOUTH ADJACENT TO VACANT LAND AND THEN CONTINUE TO OPEN SPACE PARCEL IN THE RED FOX RUN SUBDMSION. TO THE EAST ADJACENT WITH VACANT PROPERTIES, AND ALL OF THESE ADJACENT PROPERTIES ARE HAVING THE SAME TYPE OF ZONING AS LIGHT INDUSTRIAL. SOILS: SOURCE: SOILS SURVEY OF FREDERICK COUNTY 9C-CLEARBROOK CHANNERY SILT LOAM 41E-WEIKERT-BERKS CHANNERY SILT LOAMS EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE I 1. INSTALL CONSTRUCTION ENTRANCE. 2. INSTALL STD SILT FENCE AND WIRE SUPPORT SILT AS INDICATED ON THE PLAN 3. BEGIN CLEARING AND GRUBBING THE SITE ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS INSPECTOR, THE CONTRACTOR MWY BEGIN WITH CLEARING & GRUBBING OF SITE AS SHOWN WITH LIMITS ON THE PLAN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. PHASE II: CONTROLLED FILL SHALL BE PLACED AS DIRECTED BY CERTIFIED GEOTECHNICAL ENGINEER. 1. INSTALL CULVERT INLET PROTECTION (3.08) AND OUTLET PROTECTION (3.18) AT STRUCTURES SHOWN. 2. CONTINUE GRADING AS SHOWN ON SHEET 5. PROVIDE STABILIZATION IMMEDIATELY ONCE GRADING IS COMPLETED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON AN.T PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS 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. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. 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 ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM: 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 BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. 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 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 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. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I: CONSTRUCTION ENTRANCE AND SILT FENCING). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABILIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBEDI AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAG50-30-40 MINIMUM STANDARDS: I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE L:4ND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF CnEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. i. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED 50 THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. h. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONEROD15LE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. Iv. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE; THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. le. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR n. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. z Ru W z z W O 0 eo CQ Oa G� CQ00 � c as I 0 1 z �� x �� a) 4 WN rn � 0o °etc. a►n �n ,0 U Hw t; rh4 � ;_4 rr I N a) o a) >, Id� I r.0 9 W V) Ei Q MARK D. SMITH Lic. No. 22837 SIGNAL V E--i w Q W W co ►- . a' Z W O �Z z W O E-a z Q W Q Co U1 �Z z W O Q O J w0 DATE: 6/8/10 SCALE`. NA DESIGNED BY: TNA FILE NO. 5372 SHEET 2 OF 5 10-06 \ + / __ �-- - -ER & SEDIMENT CONTROL PHASE I \ \ '.� .. _.• r _!- s n .9e"0/6 \ \ \ "' — — _4. — \ \ \ i I /-- . f \ \\� SSF \\\ ---�. �rr-rrrCFc I v + \ \ \ \ + �- \ _ 1 + 41 IN Af 0. 50 25 0 50 100 (\\\'�\\\� `\�`` \.\ // �/ / ///� l l ,\\\\� \ \\` �--_" - --- �✓ /! // /� \ \_- i i �---^_ � �",--'�// / / SGALE: 1" = 50' �\ \\\\\ \ \ \ + , EROSION & SEDIMENT CONTROL PHASE 11 IAL— I = v T \ �' t - _ ___�_ 3.91r,8i.8fi N\ \ \\ \ \\\\\--. -- \ \ \ - --- 492, — — ` \\ ,- D4 / ' , ram. / - 'G"F I I _ . 1 I / ro `� ��%r +o. �y�6� i "�`i �b ° \� + \ 1 I \\ `—\] ~—�''w I �LAbS Rem 1 / �s _..►r~rr of loci. , I � ,�� `a ' 1 / \\ '� \ \ \ Imo \ 40 \ ` Cqo o , tom'' r e1 \Ld so .� \ _max + y s. `0� x ( \ `i-'-ti t\ 1 R�{ I 1 l y�n.trr of c\ �r/ I z `N, \ i" 1 \�3 ti�csr �j.-� `1 _F_ t w„,., �.- - ,� �, , / / /►— / 1 Ills �O III i� / I� l �Gr\ \ I F� \ �� f=>- OAb µay Ift / .,,�, `� �\� \ \ \ \ \ \ '- - -- r`o / / / / / / I\ \ \ \ \ \ \ _ '/moo �y� ,_._..• - / / / // / -- � \\ � ---' ' ^.- - 'c- - --- � / , -- ,- ' � �, / / . 50 25 O 50 100 n r \\\\\\� \\\ \\ \\ — / / / / / / / / / \ \ \ \ �r - '/------------.� - I _ / //,// / �-a.\` "^- — ..�, �'• ,i ""--'`' "- SCALE: 1 = SO ��\\\\\ \\ \\\\\ \ / ER0510N/5ED IMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SUPER SILT FENCE 3-01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3m DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVERSION 3.12 �V DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 GD - -' ---' ROCK CHECK DAMS 333 O --�SD - - SODDING 338 TOP 0-0-0 TREE PROTECTION LIMITS OF CLEARING t GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START RE5PON515LE LAND D15TURE3EIR NAME: CERTIFICATION DATE: THE RE5P0N515LE LAND D15TURBER 15 THE PARTY RE5P0N515LE FOR CARRYING OUT THE LAND D15TURE3ING ACTIVITY A5 5ET FORTH IN THE PLANS. SLOPE STABILITY ANALYSIS NOTE - DUE TO SOIL TYPE CONDITIONS IN FREDERICK COUNTY VIRGINIA, IN GENERAL, ALL FILL AND CUT SLOPE STEEPER THAN 3-1 SHALL REQUIRE SLOPE STABILITY ANALYSIS. CERTIFIED GEOTECHNICAL ENGINEER SHALL PERFORM SITE INVESTIGATION TO DETERMINE THE ACTUAL AREA THAT REQUIRES SLOPE STABILITY ANALYSIS. SLOPE STABILITY ANALYSIS SHALL BE PERFORMED BY CERTIFIED GEOTECHICAL ENGINEER AND SHALL BE SUBMITTED TO FREDERICK COUNTY PUBLIC WORKS PRI( TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR AREA AFFECTED BY THIS CONDITION. RETAINING WALL NOTE, ALL RETAINING WALLS SHALL BE DESIGNED BY LICENSED ENGINEER. DESIGN AND SHOP DRAWING DETAILS SHALL BE SUBMITTED TO FREDERICK COUNTY PUBLIC WORKSFOR APPROVAL. THE RETAINING WALL TYPE SHALL BE DETERMINED PRIOR TO ISSUANCE OF THE LAN DISTURBANCE PERMIT. H A a Z W W z Z W `\2 0 co N a Q) cd Z x W b� W U 0 00 I o w0 co M Lo� I o aLo a� f + Gm. rn N rr Q) o a� MAW.S Lic. No. 22837 o I SIGNAL U J I r �Z W DATE: 6/8/10 1 SCALE: AS SHOWN DESIGNED BY: TNA FILE NO. 5372 SHEET 3 OF 5 10-06 EX. GRADE MIN. I' FILLED MATERIAL FUTURE PHA5E 2 APPROX. 300' CONCRETE PIPES FOR LONG RANGE SHOOTING PRACTICE 10" PERF PVC UNDER DRAIN PIPE TYP. CONCRETE FIFES Ci;�055 SECTION FOfR LONG RANGE SHCOT ING PRACTICE NT5 TYPICAL ASPHALT PAVEMENT SECTION FOR FIRE 4 EMERGENCY ACCE55 /EXTEND COMPACTED 21A STONE 3000 P51 CONCRETE --4" MIN. SUBBASE 21-A STONE 5' CONCRETE WALK WXI1 DETAIL5 NT5 MN V V4' PER FOOT CRO% SLOPE 1.5" 51-1-95A SURFACE COURSE 3" 51-1-25.0 BASE COURSE 8 SUBBASE VDOT STD. GR-215 8' FIRE 4 EMERGENCY ACCE55 TYPICAL 5ECTION DETAILS NT5 NOT TO SCALE 6� N / 6ti gel 1.5" SM-95A SURFACE COURSE �6 -- � 1 e. 3 BM-250 BASE COURSE = 108.00 irN rn, tAtEt AREA 0" SUBBASE VDOT STD. GR-215 LAND QUEST INC IFI TM• 64-5-1 I N PAIN roDc,B4p M R =111 J�JJJnTJ- - COi'1PACTED SUBGRADE ZONED: M-1 euG300'ORLE5 I (COMPACTED TO 95% DENSITY VACANT 000- AT OPTIMUM MOISTURE CONTENT ,�� fl �REAWE VDOT VTM-1 METHOD) i \10" PER F. PVC PIPE DAY LITE TO SWALE NOTE: IN LIEUE OF ASPHALT PAVEMENT CONFIGURATION ABOVE, CONTRACTOR WILL HAOPTION TO INSTALL MINIMUM (o" CONTINOUSLY REINFORCED CONCRETE PAVEMENT WITH MINIMUM COMPACTED 4" 21A BASE AND SHALL COORDINATED WITH THE ENGINEER .mac •� � "7C7 \ eA 1 1 N 0 HORIZON HOLDINGS LLC \ TM• 64-1-4 Z 75 ZONED: M-I \ VACANT \ \ EX. SIGN A n, \ �41 ov i / PRO/' 30rl 0� � AP i i i r�cnr� i ciatoc, \ 0 W/ HANL) KA UL O �V \ \. INSTALL TWO \EX. FLAG POLE"'HANDICAP SIGNS \\ EX. FLOOD LIGHTS s GLIB' 109 50 I I i P ENCLCROP�O, DDT � +I + FACILITY I PROR" 55' CONCERtE RAMP CONCRETE APRON,W/ WITH HAND, RAILS NOSE DOWN GCs 2 /zO \ �0 rl cc rr / say D \\ `�� LAND QUEST INC. \ TM• 64-5-1 \ v> ZONED: M-1 VACANT \ 'O bs ul \ I \ \ '''9 � C I / kol >0001� / 2LIMIT OF G* 0'- 12" RCP CLIII 6 1.09. SLOPE V ASPHALT OR CONCRETE \ -1� FOR EME%YsENCY 4 FIRE ACCESS / / REMOVE EX. CURB / / EXISTING PRQPERTY LINE TO BE HE BY VAC^trn / / \ / - i / / / / / / -• '000"� PARKING, LOADING AND ACCE55 LANDSCAPE TABULATION: EX, PARKING, LOADING, ACCESS = 22,.385 5F PROPOSE: FIRE ACCE55 AND WALK JAY: 4,442 5F OVERALL TOTAL = 26,8271 5F / / / / /// OWNER/CONTRACTOR NOTE: / ti6 A LIGHTING PLAN MEETING-, THE COUNTY ZONING ORDINANCE SECTION 165 20107 Go �q ADAM FAMILY LIMITED PARTNERSHIP TM• 64-1-64 ZONED: M-1 VACANT PERIMETER LANDSCAPING.- (1 TREE PER 2000 5F) = 13.41 TREES REQUIRED INTERIOR LAND5CAPING: (NO LE55 THEN 1 TREE FOR EVERY 10 PARKING 5PACE5): EXISTING 40 PARKING SPACES: = 4 TREES REQUIRED OVERALL LANDSCAPING FOR PERIMETER 4 INTERIOR PARKING: 13.41 + 4 = 18 TREES. - EXISTING TREES (CALIPER 51ZE RANGE FROM 4" AND UP) LOCATED SURROUND PERIMETER AND PARKING ISLAND SHALL SATISFIED BOTH PERIMETER AND INTERIOR LANDSCAPING REQUIREMENT. SHALL BE SUBMITTED TO FREDERICK COUNTY PLANNING DEPARTMENT FOR REVIEW AND APPROVAL RIOR TO A LAND DISTURBANCE PERMIT BEING I55UED FOR THE PROJECT. GENERAL NOTE5: 1. WALK PATH DISTANCE FROM EX. CLASSROOM/WAREHOUSE BLDG TO PHASE 1 ENCLOSED SHOOTING RANGE AND PHASE 2 POWER RANGE PRACTICE 15 APPROX. 300' OR LESS 2. NO PROPOSE BATHROOM IN THE SHOOTING RANGE, EXISTING BATHROOM FACILITIES ARE LOCATED IN CLA55RROM/WAREHOU5E BUILDING 3. ENCLOSED &HOOTING RANGE WILL BE LIGHTED FROM INSIDE THE BLDG, UNDERNEATH THE ROOF COVER 4. ROOF AND STRUCTURE SHALL BE COLOR IN ACCORDANCE TO AIRPORT BUSINESS CENTER REGULATION. 5. 5 FEET SIDEWALK SHALL BE MEANDER TO MINIMZE TREE CLEARING AND SHALL HAVE MAXIMUN SLOPE OF 5%. 6. NO ADDITIONAL PARKING 15 REQUIRED FOR TH15 PROP05E ENCLOSED SHOOTING RANGE ADDITION. 1. D15TANCE TO NEAREST RE5IDENTIAL 15 APPROXIMATELY 1005 FEET S. A TWENTY FOOT CLEAR AREA COLLECTIVELY SHALL BE MAINTAINED AT ALL TIMES (CLEARED FROM ANY OBSTRUCTION) FOR FIRE AND EMS VEHICLE ACCESS, ROAD SUBSURFACE AND ROAD BED SHALL BE DESIGNED AND MAINTAINED TO SUPPORT EMERGENCY APARATU5. 9. ALL OUTDOOR LIGHTING SHALL BE A SHIELDED TYPE AND AMBER IN COLOR SUCH AS THE TYPE OF LIGHT PRODUCED BY HIGH-PRESSURE 501DIUM LIGHT FIXTURE5. TH15 15 A SAFETY MEASURE TO SHIELD BRIGHT LIGHTS FROM APPfROACHING AND DEPARTING AIRCRAFT FROM THE SOUTH AND &OUTHWE&T. 10. OUTDOOR BURNING SHOULD BE PROHIBIUTED AND 5RU&H/DE5R15 HAULED OFF SITE. IL ANY CON5TRUCTION EQUIPMENT I.E. CRANES, DERRICK5, ETC, THAT EXCEED THE HEIGHT OF THE PROPOSED STRUCTURES, THE OPERATOR WILLL BE REQUIRED TO FILE 146O-2 WITH THE FEDERAL AVIATION ADMINISTRATION FOR REVIEW AND APPROVAL NO LE55 THAN THIRTY DAYS PRIOR TO START OF USE WITH COPY FORWARDED TO WINCHESTER REGIONAL AIRPORT OFFICE FOR RECORD, 12. A LIGHTING PLAN MEETING THE COUNTY ZONING ORDINANCE SECTION 165.201.01 WILL BE SUBMITTING TO THE COUNTY FOR REVIEW AND APPROVAL PRIOR TO ANY LAND DISTURBANCE PERMIT BEING ISSUED FOR THE PROJECT a Z W lil Z t� Z W cq o in cD c\l ap --t a 1 0 °A x `o WIQ) Q W r,Y W4 U a' Lo H�, rn ; a)O r4:J W U] w z V W a) o U z o U z V) 5 a) a W m p. a) W o � a � W 5 W W 00 r- co Q L0 co MARK D, S dH Lic. No. 22837 Sl ONAL U J J w W (n cr cc w aZ W J Q W DATE: 6/8/10 SCALE: 1" = 40' DESIGNED BY: TNA FILE NO. 5372 SHEET 4 OF 5 10-06 IN Lu LuOF Lr) CD co CQ c\1 It - r — �_/ \ \ �. ��-- — _ �.., Sao U (00 � 3 W Lr) to k •- / / / ' / / ! - — -' f f , f /' /' --,. �' -\ ., , / /gyp! \ 0� ' 11 LAND`G2UEST INC 1-4 �¢ ' ZONED: M-I Fill op OF ey 1 N\ ;,. -, rAt p k \I 1 1 // \\ 1 �s \ 9�6 AREA .'• LAND GUEST INC'� / p �= 108� TM• 64-5-1 ---.. ` I` ,, //' h PATH roDCBA ZONED: M-I oRLtSs / / VACANT i \I ( r':� / �� l l � ` / /�\ ..ell A►'r'�x�. _._..._.. --' 'I ��i / / i�' / / l l I f ,,- \ \ A- rE�F.1 PVC ° p I 1 �, l // /I' / 'a / // / / G •d CO" // //'// / /% LITE ALE r \ o l / / / / / / / / / d e A- / / ; ", _ '%'' �i: D PHASE I// 1 \ R W.1k, C�LSNI oOtlNcs / A, loll _ p01) 09 fM x LIMIT of ctG // ' �- .. / —, --_, I r� t f _. — — — _ -- �,. / / // ,AID 20'- 12" RCP�LIII SLOPE / ii D. TH o. 22837®10go / ol f \ ohs I / �/ j I SSIoyCs \ PROP. 6 RISERS // / I / I W/ NAND RAILSEA dF_ - - / / / PROP. 55' 100, / , / /•' / / I I I I ( -�' — — / / `. — / \ 1 �•:ONCERTE RAMF CONCRETE\APRON 117 I -. f'`� / // % /' 8' ASPHALT OR CON_ CRETE 6� ,,✓ / / / r I I 1llITN NAND RAILS NOSE DOII,N CG 2- =� f� / r,�^.,_ / �-/ ) f <,° F�'R tLl'iEix�.� t FIRE ACCESS — / �. `t 1 ��' , I I I I r ( \ / ' 0 ��Y t�::•. �' r '— \ \ \ �!' -- - / �¢ 4j�•;;7+- �, ",L aDAM F:IILIle �'/ \ 'y� REMOVE EX r„IP5— -- / 1 ` 05 f b \ 1 — ! -- .�{ EXISTING PR RTY LINE - S,9 / \ \., _M - -- " � �.. _ -- ��,-'� a� � �.PQ� >ka �� / -- � /' '' Tt'i* 64-i=6Af \ _ _ 1 I / Cio�.��% \ TO BE HE BY VACATED f \\ \ N \ � � �. / � ,,'��., , �'-i-•�i,�� '� -.,_.,. � / — — -_ .y -•- --- -- , / .- ZED:-i�-1 f r / , / , / f � / / / 1 ' • ,- ^ �JIP w V J ... � �' ., n f / f' / f /' --' Y4.CANT/ \ _ f •' - co HORIZON Lco C •- / / _ ,. / / r r / / / / TM" 64-1-4 \ \ % Z ►--, VACANT 1 1 1 \ \ \ \ '` \ \, +!� -'f // /l/'/' / / /' / r r' NN 1 1 \ \ E INSTALL TWO \ \ \ Ex FLAG POLE �For `. / ' / `� SIGN'. `/ E� U �HANDICAP /' / 1 I /00, Ex SIGN r� k / I I I 1 _ /' / I \ -. k ool 00 �* ( 'e k �. 4 � �; - — _ _ Ex. FLooD � ,. �:. ��' .' I ! I I LIGHTS ---Ex. FLOOD LIST 1 1 �' �`` �,, - --•�' l r,- / / f I I I I I 1 w Q i _ cn nM, AVIATION a! / / DATE: 6/8/10 SCALE: 1" = 40' f' SGALE: 1" = 40' DESIGNED BY: TNA FILE NO. 5372 SHEET 5 OF 5 10-06 CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY AIAP � 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1 2000' 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 EXISTING INTERMEDIATE CONTOUR -� Z 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 EXISTING INDEX CONTOUR ---- - 33� z &GF� construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. O <ic� in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 W Ro UJ Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT 645 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of PROPOSED EDGE OF PAVEMENT Z 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. EXISTING CURB AND GUTTER --= -- _- 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(r of the VDOT Road and B1-idge PROPOSED CURB AND GUTTER 22%r�,o required under State law. Specifications. r_ TRANSITION TO REVERSE CURB Q4 q-S1TE 5. The exact location of all guard rails will be determined b VDOT personnel. "A oint inspection will be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including -n �o W held with the Developer, CountRepresentatives, and Representatives of the Virginia Djepartment of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. EXISTING TELEPHONE LINE - .�00 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 utility facilities or items that may be PROPOSED TELEPHONE LINE T Z > � � 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. EXISTING STORM SEWER - p .� � co ° Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER < ` 'n V5. Design features relating to field construction, regulations, and control or safety of traffic may be D I rn ° 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a suect f o subject change as deemed necessary by VDOT. Any additional expense incurred as a result of any field EXISTING SANITARY SEWER representative of the developer must be available at all times. revision shall be the responsibility of the developer. PROPOSED SANITARY SEWER rn x sA 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 W _W p Control Devices (MUTCD). use permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE 0 ° ° I � `) ° t 8. All unsuitable material shall be removed from the construction limits of the roadway before placing - conference shall be arran ed and PROPOSED ELECTRIC SERVICE E � p,'n t�A 1 V7. If required by the local VDOT Residency Office, a pre construction g ° embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE - Lo E,9. All pavement sections on the approved plans are based on a minimum CBR value of G. CBR values less utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE G SHEET INDEX 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. PROPERTY LINE �® 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limil:s undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any 1. COVER SHEET indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE 2. E & S CONTROL & MISC DEATILS sue. � 3. PH. I AND PH. II EROSION & SILTATION CONTROL PLAN ° ° 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor sPROPOSED EASEMENT LINE hall be responsible for maintaining adequate access to the project from the adjacent 4. SITE PLAN be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained 1n accordance with CENTERLINE 5. GRADING PLAN 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 project shall be maintained through construction. The Developer shall have, EXISTING TREE LINE NOTES W 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 FLOW LINE CONTRACTOR AND INSPECTOR NOTES: 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 FENCELINE - 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTIONS 310 (R-RESIDENTIAL) AND SECTION 303 to entering public streets, and it Is the contractors responsibility to clean streets, allay dust, and to take rectified. (A -ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC A117.1-3-03 ACCESSIBLE AND USABLE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust, free EXISTING UTILITY POLE/GUIDE WIRE BUILDINGS AND FACILITIES. condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the a 2. BUILDING IS REQUIRED TO BE EQUWPED WITH A SPRINKLER SYSTEM. end of construction. EXISTING TELEPHONE PEDESTAL 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE. 14. Notification shall be given to the appropriate utility company prior to construction of water and /or EXISTING WATERLINE W/ TEE -� ( ---- �" 4. ENTRANCE AND EXIT DOORS ARE RE: sUIRED TO MEET ANSI ACCESSIBILITY. MAX 1:12 SLOPE FOR RAMPS, MAX 1:20 FOR WALKING sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum SERVICE', AND MAX 1:48 FOR LANDINGS AND ACCESS AISLE IN PARKING AREA. cut sheets, and connections to existing lines. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE 5. HANDICAP PARKING SHALL BE PROVIDED PER SECTION 1106.E (WHERE MULTIPLE ACCESSIBLE ENTRANCES ARE PROVIDED, PARKING Z conflict points. SHALL BE DISPERSED). 0 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the P EXISTING FIRE HYDRANT/VALVE/METER L 0 6. SIGNAGE SHALL COMPLY WITH USBC 1106.8. current standards and specifications of the Frederick County Sanitation Authority. 7. SLABS WITH GREATER THAN 8" FILL OR 24" CLEAN SAND OR GRAVEL REQUIRE ENGINEER DESIGN. Ill V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc. ) PROPOSED FIRE HYDRANT/VALVE/METER I�JV • m B. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL, 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 o: the PROPOSED REDUCER W W► ETC.). W 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 rior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved b VDOT. 9. REGISTERED DESIGN PROFESSIONAL SEAL REQUIRED ON PLANS SUBMITTED FOR PERMITTING.M'. utility verification and the proposed construction. g PP Y a SIGNS 10. FLAG POLES 50'+ REQUIRES PERT AND ENGINEER DESIGN. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT11. EXISTING FIRE HYDRANT IS LOCATED IN THE ISLAND OF THE EXISTING PARKING LOT.12. ALL REQUIRED ELEMENTS OF EGRESS SHALL BE HANDICAPPED ACCESSIBLE, AND EXIT DOORS WILL MEET ANSI ACCESSIBILITY 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testing is required, a VDOIT representative shall be STANDARDS. 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 PARKING INDICATOR Al2 13. BUILDING ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 303 GROUP A (ASSEMBLY) is proposed within easements of utilities letters of permission from all involved companies eo Private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a INDICATES THE NUMBER OF TYPICAL PARKING SPACES OR USE B (BUSINESS) IF THE OCCUPANT LOAD IS UNDER 50, OF THE INTERNATIONAL BUILDING CODE/2006. OTHER CODE THAT APPLIES 18. When grading p p P p pj?roject to be accepted by VDOT and that testing shall be performed in accordance with all applicable IS ICC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION must be provided to Frederick County Public Works Department prior to issuance of grading and/or site VDOT standards and procedures. SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. development permits. 14. PLEASE .NOTE THE REQUIREMENTS IN CHAPTER 17 OF ICC FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be HANDICAP PARKING (SOIL, CONCRETE ETC..) project. The developer will be responsible for the relocation of any utilities which is required as a result of his y g y/ 15. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO MIN. EXTERIOR AREA OF RESCUE ON THE LANDING OR CONNECT BY ACCESSIBLE W 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 ROUTE TO THE PARKING SPACE. PLEA:;E NOTE ACCESSIBLE RAMP SHALL REQUIRE A PERMIT WITH CONSTRUCTION DOCUMENTS IF THE Ei Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street VEHICLES PER DAY COUNT Imp SLOPE EXCEEDS 5%, � 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 16. ACCESSIBILITY UPGRADES SHALL COMPLY WITH THE 20% COST REQUIREMENTS OF. THE IESC UNLESS ALREADY IN FULL COMPLIANCE. Q 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 PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. approved plan. PROPOSED SANITARY LATERAL CLEANOUT T ,� { V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet � PROJECT INFORIV�tATION 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per 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 reggistered professional engineer and results submitted to Frederick County prior to pavement construcction. if PARCEL IDENTIFICATION N0. 64A-1-5&5A (TO BE CONSOLIDATED) � M K D, SMITH � eofec professional l report has been prepared, it should supersede the requirementsoain this note. V17.. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall SANITARY MANHOLE IDENTIFIER 12 STREET ADDRESS: "CATION DRIVE �d g P P P PL.ic. NO. 22837 � 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. PROJECT SITE AREA: 28 AC �0 U DISTURBED AREA: 1.05 AC �' �/' I o > excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to STORM DRAIN STRUCTURE IDENTIFIER (i) U G N 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 CURRENT ZONING: MI LIGHT INDUSTRIAL DISTRICT �'SI 0� 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 CURRENT USE: VACANT C) AL condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit q3 , and total prices may be obscured. EXISTING SPOT ELEVATION � PROPOSED USE: EXISTING OFFICE/TRAINING FACILITY/WAREHOUSE„ 24. All utilities to be located underground. SETBACKS: REQUIRED PROVIDED V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical FRONT PRIMARY 75' 75' 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 PROPOSED SPOT ELEVATION 35 the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform X REAR 25' 25' these tests. Certified copies of test reports shall be submitted to VDOT daily' unless specified otherwise. SIDE 25' 25' In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity LIGHT POLE -¢- MAXIMUM HEIGHT: 60' 60' OR LES" THAN 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. FCSA CONSTRUCTION NOTES V20. As halt concrete pavements shall be laced in accordance with Section 315 of the VDOT Road and LANDscAPED AREA CALCULATIONS p p P 64A-1-5 & 5A = 7.28 AC CONSOLIDATED ALL SIGNS SHALL CONFORM Bridge Specifications. Density shall be determined using the density control strip as specified in Section SURVEY AND TOPOGRAPHIC INFORAIA TION LANDSCAPED AREA REQUIRED FOR ((M-1 79NED) 257 = 1.82 AC OR 79,279.20 S.F. w TO SECTION 165-201.0E OF 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test LANDSCAPED AREA PROVIDED 65.46% = 4.77 AC OR 207,585.24 S.F. reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be PERIMETER AND INTERIOR PARKING LANDSCAPING CALCULATIONS SEE SHEET 4 THE FREDERICK COUNTY notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: SUBDIVISION AND ZONING W 1. The Authority's Water and Sewer Standards and Specifications are available at GREENWAY ENGINEERING Dated: MAY , 2010 BUILDING AREA TABULATIONS ORDINANCES y P V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and EXISTING MAIN BLDG= 2,364 SQ.FT. www fcsa-water.com <http�/www.fcsa-water.com>. EXISTING CLASS ROOM = 9,842 SQ.FT. E-+ larger shall be explored below the bottom of the excavation to determine the type and condition of the PRACTICE SHOOTING RANGE BLDG STORAGE = 7,020 sQ.FT. 2. The water and sanitary sewer portion of the plans are valid for three years from date of foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 2 Aerial, horizontal and vertical control surveys were / `J FCSA approval. p g• P g TOTAL = 19,228 sQ.T''r. ALL BUILDING HEIGHTS SHALL a proval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: PAINTER-LEWIS, P.L.C. 2001 CONFORM TO SECTION Q'+ 3. The contractor shall adhere to the Authority's standards and specifications in effect at tha W1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) jy, l ih".r'' 165-601.02 OF THE FREDERICK P-i time of construction. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 4. The contractor shall coordinate with and arrange for inspection by the Authority. 3. Aerial topographic mapping performed by: OCCUPANCY LOAD -7((� COUNTY SUBDIVISION AND �--� 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the V22. The foundations for all box culverts shall be investigated by means of exploratory boring;; advanced VA MAPPING INC. Dated: APRIL 2010 LESS THAN 50 PEOPLE L _ f� .- ZONING ORDINANCES Q manhole. below proposed foundation elevation to determine. the type and condition of the foundation. The F.A.R. CALCULATIONS E-•-+ 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the 64A-:1-5&5A = 7.28 AC OR 317,116.80 S.F. ® � E- The �fT� PlAfu NUM13tR � `" � .... W The Authority shall furnish all needed material and make the tap. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT TOTAL, BUILDING AREA = 19,226 S.: W The contractor shall submit an Application for Wet Tap and pay the required fees. Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place TOTAL BUILDING / LOT AREA = 0.0606 < 1.0 W 7. Exact locations of water and sewer services on new lines to be coordinated with the box is proposed, the thickness of bedding shall be six (6) inches, Where soft, yielding, or otherwise W O be determined by the engineer and approved by VDOT. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall U Authority's inspector. APPROVAL PARKING TABULATION. Z E- a. The Authority's maintenance division shall furnish and install all water meters through 2 THERE ARE 41 EX. PARKING SPACES, 1 SPACE IS ELIMINATED FOR FIRE & EMERGENCY ACCESS inch in size. It is the contractor's responsibility to have the meter box assembly installed V23. Approval of these plans shall expire three (3) years from the date of the approval letter. OFFICE I SPACE PER 250SF: 2,36,t SF/250 SF = 10 SPACES W correctly. Before a permanent meter is installed: STUDENT: AVE. 20-30 MAX. STUDENTS AT ONCE OWNER ZCONTRACTOR NOTE: > a. The meter box, with its frame and cover, must be properly aligned with the V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as STUDENTS ARRIVE IN SHUTTLE SERVICE ( AVE. 4 STUDENTS PER VEHICLE) A LIGHTING PLAN MEETING THE COUNTY coppersetter. specified by VDOT. � __ REQUIRE PARKIING FOR STUDENTS: 30/4 = 8 SPACES ZONING ORDINANCE SECTION 165.201.07 � � W b. The frame and cover shall be set to final grade. \ SHALL BE SUBMITTED TO FREDERICKCOUNTY PLANNING DEPARTMENT FOR W Q C. The distance between the top of the cover and the coppersetter shall be between V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in "FREDERICK COUNTY ZONING ADMINISTRATOR DATE REQUIRED PROVIDED REVIEW AND APPROVAL PRIOR TO A a W W 18 and 21 inches. accordance with VDOT s installation criteria. Final approval of the guardrail layout to be avers b VDOT 40 (INCLUDING 2 ADA SPACES) d. All components of the meter box assembly shall be in proper working order. after grading is mostly complete. PP g y g y * LAND DISTURBANCE PERMIT BEING APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5 � � � ( � ADA T'AHULATION. ISSUED FOR THE PROJECT. 9. For services that connect to existing lines: YEARS FROM THE DATE OF PLANNING APPROVAL 40 TOTAL PARKING = 2 REQUIRED, 2 PROVIDED a. The Authority shall furnish and install: FIRE MARSHAL'S NOTE LOADING SPACE TABULATION. 1. all 5/8"x3/4", 1", 1 %" and 2" water services 1 SPACE PER 20,000 SF: 9,842 SF /20,000 SF = 1SPACES REQUIRED, 1 PROVIDED " 2. all sewer services. Fire lane markings and. signage: U) b. The contractor shall: Any "No Parkingsigns and yellow painted curb locations will be installed CONTRACTOR NOTES: 1. coordinate the location of the service lateral with the Authority's engineering by field inspection at the direction of the Fire Marshal's Office. CONTRACTOR TO COORDINATE WITH OWNER & ENGINEER ON ANY DESIGN QUESTIONS assistant CONTRACTOR TO VERIFY HEAVY DUTY PVMT. FOR FIRE ACCESS WITH OWNER PRIOR TO PAVING. W 2. submit an Application for Service and pay the required fees. TRIP GENERA TION DA TA Project Name: 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as Project Number: a required). The assembly must meet ASSE standard number 1015 or 1013. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD GOLDEN SEAIL ENTERPRI,-')ES LLC 5 372 11. All fire lines must have a backflow prevention assembly (detector double check valve or OFFICE 710 3.32 PER 10005 2364/1000 *3.32 7 9 Magisterial District: RPZ, as required). The assembly shall meet ASSE standard number 1048 or 10,47. Any INSTITUTIONAL COLLEGE/UNIVERSITY g Date of Plan: (Month, Day, Year) 0 exterior, privately owned fire line shall also have a fire service meter. This assembly 550 2.38 PER 10005 16862/1000 $2.38 40.1 p y y p y (FOR SPECIAL SCHOOL &TRAINING) SHAWNEE MAGISTERIAL DISTRICT shall be installed immediately before the backflow prevention unit. Radio read remotes JUKE 8, 201 are required. TOTAL = 48 VPD 12. The Authority shall review the mechanical plan(s) for design and material approval of a * TA EN FROM ITE TRIP GENERATION 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 6/8/10 building's: P.O. BOX 343 a. Domestic water meter and its backflow prevention device, and/or its UTILITY CONTACTS ROGER CHAVEZ MILLWOOD, VA 22646 b. Fire service line's backflow prevention device. 540-535-7325 SCALE: NA Water/ Frederick County Sanitation Authority Phone: Verizon 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. SUITE 204 158 FRONT ROYAL PIKE, Operate and a copy of the stations DEQ approved 0&M manual. These documents must be Winchester, VA. 22604 Baltimore, MD 21297 DESIGNED BY: TNA received before substantial completion is issued and water meters released. (540) 868-1061 (301) 954-6282 GOLDEN SEAL ENTERPRISES, LLC WINCHEST Power: Allegheny Power Gas: Shenandoah Gas Co. 540-535-7325 FILE NO. 5372 HANDICAPPED PARI�INC NOTE P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code &Telephone No. Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 5 Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 10-06 STONE CONSTRUCTION ENTRANCE 70' MIN 3�'r��r•.ear•�r•.r•.r•�e�e.r•.na r•.r.r..r•.r•�r•�e., 0 it�r.�csz�r•�zy�&aa�a�r•��r•��r�r.�d�r•�6ar•�6�Fi 1 � • w ► ' i L voor /I couasE AGaWWE • MUSr VaVWV nU MOTH OF WGR SS AND ECRESS opom"aa I I PosrmE aevN4cE B Tn SEDIM00 I TRAPPING JtI.IIVN A -A SECTION B-B EXISTING - PAVEMENr SOURCE AW7ED from 190 Alalylond Standards for Sal erosion and moment Control, and Va. OS#V Plate 302-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4-X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Tu&Uation of Straw and Fabric Filter Bamem for Sediment Control, PLATE. 3.05-1 Iryan CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. s'MAy FLOE 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOi W 4, BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from kWaLon of Straw and Fabric Filter Harmers for Se invent Contrg VA. DbWC FIATS. 3.05-2 Sherwood and Tyant TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 Seeding 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & Cereal (Winter Rye (Secal cereale Anual Ryegrass (Loliium multi-florum German Millet (Setaria italica' 50 - 100 50 Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - (Commercial or Residential 200-250 lbs. Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low-Mlaintenance Slope (Steeper than 3: 1) - Kentuc:kv 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perenniial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding (periods; add 10-20 lbs/acre in mixes. Erosion & Sediment Control Narrative PROJECT DESCRIPTION THE GOLDEN SEAL ENTERPRISES SITE IS LOCATED ON THE EAST SIDE OF ROUTE 522 FRONT ROYAL PIKE AND SOUTH OF AIRPORT ROAD IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE SHAWNEE MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBERS 64A-1-5 & 5A AND CURRENTLY ZONED LIGHT INDUSTRIAL (Ml). THERE ARE TWO EXISTING BUILDINGS AT THE SITE THAT CONNECTED EACH OTHER, ONE WAS USED AS GENERAL OFFICE PURPOSE AND THE SECOND ONE WAS USED AS A TRAINING CLASS AND WAREHOUSE STORAGE BUILDING. THERE IS NO PROPOSE MODIFICATION ON THE OUTSIDE OF THESE BUILDINGS, BUT A LITTLE MODIFICATION ON THE INSIDE OF THESE BUILDING TO MEET THE HANDICAP ACCESSIBILITY AND REMOVAL AND NEW INSTALLATION OF THE WALLS. THE OWNER AND FREDERICK COUNTY BUILDING INSPECTOR HAVE MET AT THE SITE AND GO THROUGH THE LIST ON WHAT NEED TO BE UPDATED TO MEET WITH FREDERICK COUNTY BUILDING CODE. THE OWNER PROPOSED SHOOTING RANGE PRACTICE FACILITY THAT WILL BE ENCLOSED ON ALL FOUR SITES BY CONCRETE WALLS WITH SCREENED OPENING ON THE TOP OF 8 FEET WALLS FOR AIR VENTILATION. SPECIAL DESIGN BAFFLES ALSO WILL BE INSTALLED ON TOP OF THE WALLS TO PROVIDE A PROPTECTION TOWARD THE TOP. AND ROOF. EXISITNG SITE CONDITIONS THIS PROPERTY CONSIST OF APPROXIMATELY 7.28 ACRES AND IT IS LOCATED ON TOP OF RIDGE WITH GENTLE SLOPING TERRAIN AND THERFORE NO OFFSITE DRAINAGE RUNOFF FLOWING TO THIS PROPERTY. REGIONAL STORMWATER MANEGMENT FOR THIS PROJECT AND THE AIRPORT BUSINESS CENTER HAS BEEN CONSTRUCTED AND IN OPERATION. THEREFORE THE STORMWATER MANAGEMENT REQUIREMENT FOR THIS PROPERTY HAS BEEN MET AND SATISFIED. THE RUNOFF FROM THIS PROPERTY WILL BE OUTFALL TOWARD EAST, WEST AND SOUTH, ALL RUNOFF FROM THESE DIRECTIONS WILL BE COMBINE AT THE SOUTH SIDE OF THE PROPERTY AND OUTFALL TOWARD EAST DIRECTION . TO BUFFALO LICK RUN. THE SITE CONSIST OF SOME VARIETY OF HARD WOOD TREES AND SOME OF EVERGREEN TREES. ADJACENT PROPERTY THE SUBJECT PROPERTY IS BORDERED TO THE WEST WITH VACANT PROPERTY AND KOHL'S DISTRIBUTION CENTER TO THE NEXT PROPERTY TO THE WEST. TO THE SOUTH ADJACENT TO VACANT LAND AND THEN CONTINUE TO OPEN SPACE PARCEL IN THE RED FOX RUN SUBDIVISION. TO THE EAST ADJACENT WITH VACANT PROPERTIES, AND ALL OF THESE ADJACENT PROPERTIES ARE HAVING THE SAME TYPE OF ZONING AS LIGHT INDUSTRIAL. SOUS: SOURCE: SOILS SURVEY OF FREDERICK COUNTY 9C-CLEARBROOK CHANNERY SILT LOAM 41E-WEIKERT-BERKS CHANNERY SILT LOAMS EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE I 1. INSTALL CONSTRUCTION ENTRANCE. 2. INSTALL STD SILT FENCE AND WIRE SUPPORT SILT AS INDICATED ON THE PLAN 3. BEGIN CLEARING AND GRUBBING THE SITE ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE FREDERICK COUNTY PUBLIC WORKS INSPECTOR, THE CONTRACTOR MWY BEGIN WITH CLEARING & GRUBBING OF SITE AS SHOWN WITH LIMITS ON THE PLAN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. PHASE II: CONTROLLED FILL SHALL BE PLACED AS DIRECTED BY CERTIFIED GEOTECHNICAL ENGINEER 1. INSTALL CULVERT INLET PROTECTION (3.08) AND OUTLET PROTECTION (3.18) AT STRUCTURES SHOWN. 2. CONTINUE GRADING AS SHOWN ON SHEET 5. PROVIDE STABILIZATION IMMEDIATELY ONCE GRADING IS COMPLETED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS 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. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENJT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM: 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 BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. 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 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 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. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I: CONSTRUCTION ENTRANCE AND SILT FENCING). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABILIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS, PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS: I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BEESTA BLISH ED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO EX15T WHILE THE SEDIMENT BASIN IS UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT LVU MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. S. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SI-OPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION S14ALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO iR `wMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRICTION. NmzNERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. IE,. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 111. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. z LN Uj z Z W O 0 0 00 QN Do Zx''n�co o I D, co I W °' V 4 U a o a� EH rr 0 o I IQ 9 w rn z O H 5 MARK D, SMITH � 1-0 Lic. No. 22837 41� SIGNAL U J E .. EL Q W W o Qr1jZ W O E-+ Z Q W1-•I Q CD �Z z W O O W0 DATE: 6/8/10 SCALE: NA DESIGNED BY: TNA FILE NO. 5372 SHEET 2 OF 5 10-06 EROSION & SEDIMENT CONTROL PHASE 1 J + _++ 9£'8i8 3.91•,QZ.B£ N\ I 1 1\ + I 1 I /_ + ? / I / _ I.. \ \\ _ fir _ -. ` \\ .,� \\ \ \\ \\ •� \\ \\\\ \ \ 1 I I I --�„� ow) 04 6 \ \ •• {� `�' \ 14 16 � /\ - \ / Y�- � w,,,,,n.`"S. -1 •.. J � ` � \ � \ / /. � '•' — — / / / r- " — / °/ / is 50 25 0 50 100 ( \\\'\\\\\ \ \\�" \\ // // / / // / / \ \ ` \ \\\ — ---- —'r✓ /'�// / \ — __1�/' ---'�/,/ /GALE: 1" = 50' + EROSON & SEDIMENT CONTROL PHASE 11 t• 50 25 0 50 100 5GALE: 1" = 50' _- --- ---- — ,� j�� / \ -.._. \ \ \ \ \ / / �' � � / / �,/ / / , / .-• i ' /�, %ice � ! .� -� ,,...-- -� � ,� j j / � � — ell�'".-..--^ _ 1po \ \ \ '�\ �. 0 \---------- \ I _ cl �ccL/M/ram° ka �: )\ \\ 7441 000/G /,ImIT OF cv, Alp C4 e Fx 41S- r � r �;...�LJ � �5� f �,�' � / I // � /I + � I � 1 � 1 �'r�'•/ \ c-� � \4'�/ < � m 1 � � -' � r � • / • ¢, Tom, � / � / / I ! �� / 4k�' 01 10 / ER0510N/5ED IMENT CONTROL LEGEND NO. KEY 6YM50L DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 )9E -t— SUPER SILT FENCE 3.01 If STORM DRAIN INLET PROTECTION 3.08 GIP CULVERT INLET PROTECTION 3.09 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVERSION 3.12 OV DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 GD ---' --' ROCK CHECK DAMS 333 o-elo SD�- - SODDING 338 TOP 0-0-0 TREE PROTECTION OLC-G — — — — — LIMITS OF CLEARING t GRADING — DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO 5E SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START RESPONSIBLE LAND D15TUR5ER NAME: CERTIFICATION DATE: THE RESPONSIBLE LANE) DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LANE) DISTURBING ACTIVITY A5 5Ei FORTH IN THE PLANS. SLOPE STABILITY ANALYSIS NOTE - DUE TO SOIL TYPE CONDITIONS IN FREDERICK COUNTY VIRGINIA, IN GENERAL, ALL FILL AND CUT SLOPE STEEPER I THAN 3-1 SHALL REQUIRE SLOPE STABILITY ANALYSIS. CERTIFIED GEOTECHNICAL ENGINEER SHALL PERFORM SITE INVESTIGATION TO DETERMINE THE ACTUAL AREA THAT REQUIRES SLOPE STABILITY ANALYSIS. SLOPE STABILITY ANALYSIS SHALL BE PERFORMED BY CERTIFIED GEOTECHICAL ENGINEER AND SHALL BE SUBMITTED TO FREDERICK COUNTY PUBLIC WORKS PRIC TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR AREA AFFECTED BY THIS CONDITION. RETAINING WALL NOTE - ALL RETAINING WALLS SHALL BE DESIGNED BY LICENSED I ENGINEER. DESIGN AND SHOP DRAWING DETAILS SHALL BE SUBMITTED TO FREDERICK COUNTY PUBLIC WORKSFOR APPROVAL. THE RETAINING WALL TYPE I SHALL BE DETERMINED PRIOR TO ISSUANCE OF THE LAN DISTURBANCE PERMIT. O H 5 A W W z z W 0 0 CD ru � � ago x' Z W Lu U co i �co 'o C\2 bb o�l in� a� H� MAK ,S H 9 Lic. No. 22837 `SjONAL U J J w W C W z CL r Z �w U w � 0 wJ DATE: 6/8/10 SCALE: AS SHOWN DESIGNED BY: TNA FILE NO. 5372 SHEET 3 OF 5 10-06 EX. GRADE MIN. I' FILLED MATERIAL FUTURE PHA5E 2 APPROX. 300' CONCRETE PIPES FOR LONG RANGE 5NOOTING PRACTICE 62j�10" PERF PVC UNDER DRAIN PIPE T"YF. CONCRETE PIPES CRO55 SECTION FOR LONG RANGE SHOOTING PRACT I C NT5 TYPICAL- A5fi HALT PAVEMENT SECTION FOR FIRE EMERGENCY ACCE55 NOT TO SCALE NOTE: IN LIEUE OF ASPHALT PAVEMENT CONFIGURATION ABOVE, CONTRACTOR WILL HAOFTION TO INSTALL MINIMUM (o" CONTINOUSLY REINFORCED CONCRETE PAVEMENT WITH MINIMUM COMPACTED 4" 21A BASE AND 5NALL COORDINATED WITH THE ENGINEER HORIZON HOLDIW36 LLC TM* 64-1-4 ZONED: M-1 VACANT /EXTEND COMPACTED 21A STONE\\ �51 CONCRETE l. 6UBBA5E 21-A STONE 5' CONCRETE WALK WAY DETAIL5 NT5 MiNtW V4' FER FOOT CROSS SLOPE 15" SM-95A SURFACE COURSE 3" BM-2E Z BASE COURSE 8 SUBBASE VDOT STD, GR-215 8' FIRE EMERGENCY ACCE55 TYPICAL SECTION DETAILS NT5 LAND QUEST INC TM* 64-5-1 ZONED: M-1 VACANT / / / / / op / / / / / / / pNG / a do 000� op / ��— / / / / / / / 13A' PROP. 6 RISERS N �- / / / / / / / / / / / N / o / 9� _6 / AL Co L� tAf�t AREA �. f� W1 HAND RAILS \ f CH E RTE RAMP CONCRETE APF WITH HAND, RAILS NOSE DOWN CG � � 1 / / o FF_ 108-00 / I PAN to Ex sAnirM� MOG3'ORLE,% i �� of \10" PEW. PVC PIPE I /DAY LITE TO SCALE FF. 109ro I I I, PROF ASE I ENCLOSED Dc1 0071% 11 / I R4%iF FACILITY f f I SEX. FLAG POLD IN5TALL TWO E HANDICAP 551GN�, \ >, EX. SIGN r 0. `mod' 1. X \\ EX. FLOOD r LIGHTS 1- A F \ oa" \ /o/ L?> AVIATION DRI VE LOOD LGT •L8 LqZ M « " / / / / / V `P�� LAND QUEST INC / \ TM* 64-5-1 \ v> ZONED: M-1 ♦ , VACANT / / / / / / / / / / / / / / / lop I / LIMIT OF C* 20'- 12" RCP CLIII 6 1.0% SLOPE / • 8' ASPHALT OR CONCRETE \ -t\ FOR EMER�3ENCY 4 FIRE ACCE55 / / FREMOVE EX CURB / / EXISTING PRQPERTY LINE \'/TO BE HEW -BY VAC,"*t^ / / PARKING, LOADING AND ACCE55 LANDSCAPE TABULATION: EX. PARKING, LOADING, ACCE55 = 2',385 SF PROPOSE: FIRE ACCE55 AND WALK WAY: 4,442 SF OVERALL TOTAL = 2(o,82'-1 5F / IeK / / / pow l OUJNER/CONTRACTOR NOTE: / ti6 A LIGHTING PLAN MEETING THE COUNTY ZONING ORDINANCE SECTION 165 20101 ADAM FAMILY LIMITED PARTNERSHIP TM• 64-1-6A ZONED: M-1 VACANT PERIMETER LANDSCAPING: N TREE PER 2000 5F) = 13.41 TREES REQUIRED INTERIOR LANDSCAPING.: (NO LE55 THEN 1 TREE FOR EVERY 10 PARKING SPACES): EXISTING 40 PARKING SPACES: = 4 TREE5 REQUIRED OVERALL LAND5C,4PING FOR PERIMETER $ INTERIOR PARKING: 13.41 + 4 = 18 TREES. - EXISTING TREES (CALIPER 51ZE RANGE FROM 4" AND UP) LOCATED 5URROUND PERIMETER AND PARKING 15LAND SHALL SATISFIED BOTH PERIMETER AND INTERIOR LANDSCAPING REQUIREMENT. SHALL BE SUBMITTED TO FREDERICK COUNTY PLANNING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO A LAND DISTURBANCE PERMIT BEING ISSUED FOR THE PROJECT. GENERAL NOTES: 1. WALK PATH DISTANCE FROM EX. CLA55ROOMAUAREHOUSE BLDG TO PHASE 1 ENCLOSED SHOOTING RANGE AND PHASE 2 POWER RANGE PRACTICE 15 APPROX. 300' OR LESS 2. NO PROPOSE BATHROOM IN THE SHOOTING RANGE, EXISTING BATHROOM FACILITIES ARE LOCATED IN CLA55RROM/WAREHOU5E BUILDING 3, ENCL05ED SHOOTING RANGE WILL BE LIGHTED FROM IN511DE THE BLDG, UNDERNEATH THE ROOF COVER 4. ROOF AND STRUCTURE SHALL BE COLOR IN ACCORDANCE TO AIRPORT 5USINE55 CENTER REGULATION. 5.5 FEET 51DEWALK SHALL BE MEANDER TO MINIMZE TREE CLEARING AND SHALL NAVE MAXIMUN SLOPE OF 5%, (o. NO ADDITIONAL PARKING 15 REQUIRED FOR TN15 PROPOSE ENCLOSED SHOOTING RANGE ADDITION. 1, DISTANCE TO NEARE5T RESIDENTIAL 15 APPROXIMATELY 1005 FEET 8, A TWENTY FOOT CLEAN: AREA COLLECTIVELY SHALL BE MAINTAINED AT ALL TIMES (CLEARED FROM ANY 055TRUCTION) FOR FIRE AND EMS VEHICLE ACCESS, ROAD 5U55UR1=ACE AND ROAD BED SHALL BE DESIGNED AND MAINTAINED TO SUPPORT EMERGENCY APARATU5. 9. ALL OUTDOOR LIGHTING 5NALL BE A 5HIELDED TYPE AND AMBER IN COLOR SUCH AS THE TYPE OF LIGHT PRODUCED BY HIGH-PRESSURE SODIUM LIGHT FIXTURES. THI5 15 A SAFETY MEASURE TO SHIELD BRIGHT LIGHTS FROM APPROACHING-,: AND DEPARTING AIRCRAFT FROM THE SOUTH AND SOUTHWEST. 10. OUTDOOR BURNING SHOULD BE PROHIBIUTED AND BRU5H/DE5RI5 HAULED OFF SITE, 11. ANY CON5TRUCTION EQUIPMENT I.E. CRANES, DERRICKS, ETC, THAT EXCEED THE HEIGHT OF THE PROPOSED STRUCTURES, THE OPERATOR WILLL BE REQUIRED TO FILE 1460-2 WITH THE FEDERAL AVIATION ADMINISTRATION FOR REVIEW AND APPROVAL NO LE55 THAN THIRTY DAYS PRIOR TO 5TART OF USE WITH COPY FORWARDED TO WINCHESTER REGIONAL AIRPORT OFFICE FOR RECORD. 12. A LIGHTING PLAN MEETING THE COUNTY ZONING ORDINANCE SECTION 165.201.01 WILL BE SUBMITTING TO THE COUNTY FOR REVIEW AND APPROVAL PRIOR TO ANY LAND DISTURBANCE PERMIT BEING ISSUED FOR THE PROJECT 0 Z rc W W Z Z W o Lo cD cq 00 a� o an 1 rn "t1c � co x inN �� W ��' o 0o121 4 � Sao U � �:__ E_ 41 N O w z w O U U zoo U z 0 V) 5 Q Q' a 94 �, a 0 aw, d Q 5 w a U MARK D, S H � Lic. No. 22837� SID AL U J J w W (1) cc a a: Lij a Z N H Q W co DATE: 6/8/10 SCALE: 1" = 40' DESIGNED BY: TNA FILE NO. 5372 SHEET 4 OF 5 10-06 / dop zz go k / / / / '/ / / / / / ✓ / / / / / / /' \ \ _ / . gyp! \ LAND' G2UE5t INC / I dop op lop ro , >,00 Fr "�" g� / � TAI�ET AREA ; \ k LANr.> QUEST INC / / I I 1 �- 108.00 \" �� --- TM 64-5-1 ' -a- ./ / / U h PANTO �_ \ I / / / ✓ / / / ZONED: M-1 / / `'., ! ��xnetr�ss I� �� \ k I I / / rl / / k VACANT . / /� Ik pi - \10 rEice. PVC PIPE LAY LITE TO SWALElogr dip z op 1 = 4, k / /'/ / / / ,\ i ' k "° ' I i 'RANGE F �L TINC, I i I / / r l / / ✓ ✓ / / / l / / / , ✓ ✓ ✓ k f �i3 �1 I I I/ // // // ,� /r ✓/ �.//l /I// / %✓ dip 011 k/i/XII, x LIMIT OFICtG / I ( �/ 1 ( � —_ --' `f // ✓ ,// ✓// ✓ ,AID' / I \ G ' �'!t t �k 2�0 - 12 RGP �GLI II l I / 109. SLOPE_ / i I' O� PROP. 6 RISERS W/ NAND RAILS. Joo PROP. 55' /✓ / ✓ op S CERTI= RAMP CONCRETEVAPRON ��! 1 / / ri• / / I I ✓ / .� �,, �• ITN NAND RAILS NOSE DOWN CG-?," � � % ,�� 8 ASPHALT OR CONCRETE-- / � �- ,L• / I / ,�� `°-�i* Em-ERK . k-1- UFIRE ACCEss r'0 ✓ / / 1 I ( (� / / (},',• ' ARAM F LY✓ _ �¢ ,� \ _ ' \ -REMOVE Ex-C:1P5_ — / �, . p� /'` ,, ✓ l I l / \ 0 1 1 ! I / P�� a ��; ` 05� EXISTING PR RTY LINE 5.°� /L!!' iItED,PARTN�R5I�IP TO BE HEREBY VACATED / ,, - , ✓ / ,'� / / / \ � \ \ 1 '-"'k �l -i-•�^� � ~•,. / -- — -- — / / .- ZED:-i'�-1 f / / ,f/ / loll to loll HORIZON HOLC>ING5 L►.0 \ \ 1 \ \ TM" 64-1-4 76,,E VACANT +�o ✓ k /�/ �/ //( '/ % ✓/ / // ✓ .�// /// i/,�' _k, INSTALL TWO ' �I'll / / / ► 1 I \\ �' '� ✓ ✓ ✓ / / / ✓ ✓ ✓ / // / '�/ EX FLAG POLE -- ��- // ,� I I I \ 1 ` / ✓ / , / %/ ✓ ✓ ✓ ✓ `✓ ✓ HANDICAP SIGN.--, i I ( I 1 I I ��\ — — /// / ✓r ,,' r ✓✓ ✓ ✓ Ex SIGNk / ( I I I I _ / / ✓ ✓ ✓ ✓✓ /i s' _ \Ex.FLOOD/,�•/ 1 I I I n I I i I I -,,-_ — ,,�' ✓✓, ✓ / / ��'F '^' , �, ,.�-�' -- — _. LIGHTS /:.� ��- r ' /) 1 I i I 1 I I I — ` '� ...- -' / // ✓ l✓ ✓ / � 0 --EX FLOOD LGT � —� � �_ � r d I I I I I I I I \ � 1 ( � � _ _ / / // ✓ %i ✓ / sop, � �•;� ' � --- � -° - -- \ , ,,, _�• ,--• / / ' I i I I 1 \ \ ! \ \ ` — _ _ _ — / / / %/ / 48 AT /O! `\ 1sL ( �— _----- -- .. AVIATION � r•'t-. Ar.� " I "...— --" "`• -- Z_.•_ M — `' . \ \ _ --... / / / / / I I I I I 1 I I � I \ \ `~ ` '' � '' -- -- '''�/i/ �✓✓ 40 20 O 40 80 / SCALE: 1 " = 40' a z W W z Z W o ,n '. C CQ C\2 _ a � 'ago ��oo an .� x 10 c\j W� Q) Q) I W 0� ,ci ci 0-� 04 ao / _ �� a� Hw V 0o w� W o A Lo ra UM RK D, TH Lic. No. 22837 osC4- SIONUUAL n� z Q U J J vi w cf) Ir a crm Z W W 0 0 z O U DATE: 6/8/10 1 SCALE: 1" = 40' DESIGNED BY: TNA FILE NO. 5372 SHEET 5 OF 5 10-06 j 14 I '. *, 1. j Calculation Summary Label Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb Calcs 0.44 18.8 0.0 N.A. N.A. 15 15 WALK 3.43 18.5 0.1 34.30 185.00 Luminaire Schedule WLS6898 GOLDEN SEAL SHOOTING RANGE WINCHESTER, VA PM: HOLLY PLEASE CALL US FOR PRICING AT 1-800-633-8711 Symbol Qty Label Total Lamp Lumens LLF Description ® 2 A 23500 0.800 WLS-PEM-WB-250-PSMH-PG 10' MOUNTING HEIGHT ® 25 B 8500 0.750 WLS-SBR-ID-100-MH-CA -�® 3 C 16000 0.500 EXISTING 175W LANDSCAPE FLOOD LIGHT ® 12 D 23500 0.500 EXISTING 250W WALL MOUNT LIGHT mmmoffin pa,l,�y� Vs�'P rX , n7a a s"a, p�)r'r t �P S "3 I S^9! a ' �� ffi'3'tT; ��s dd s'48't: lI = 4 F1,a,ia I 9. 1,: "IpM'ilr$� I �Y ��iY Tyr, 4S4rYT v4 r3 F L 9� ' 10 KT "S i MR! 1 n'� .a `T ( ..VUA[L PACKTim f.. g "r T c �V-ts'F r , Y^ J r . R,LE t SPECIFICATIONS HOUSING - The one-piecedie-cast housing is available if) sillall (PE) and medium (PEM). The one-piece housing gives a clean appearancewhile increasing housing strength andensuring weather -tight construction. WALL MOUNT - Each PE series fixture is shipped complete with cast -it) di illing templates and plugged, threaded 1/2"conduit outlets for installation convenience. Not recommended for ceiling mounting. LENS / GASKET - A borosilicate prismatic pressed glass lens is sealed to the lens frame with silicone sealant. The die-cast aluminum lens frame is hinged for easy frontal servicing. The lens frame hasa one-piece silicone Continuous gasket for maximum sealing to the housing. DOOR FRAME- Door fasteners hive two captive brass screws to ensure proper locking. FINISHES - Fixtures are finished with WLSDuraGrip" polyester powder coat finishing process. The DuraGrip° finish withstands extreme weather changes witlaoutcracking or peeling, and is guaranteed for five hull years. Standard colors include brorve, black, platinum plus, and white PE stiles REFLECTORS/ 0ISTRI BUTI0N PATTERNS - The PE series fixture is offered with wide beam (3 1. pion,) 91mm) distr ibut ton. The Iklmmentone renector ensures maximum pbotometr It: performance. Photometric data is tested in accordance with IESNA guidelines. 9' r�2?mm) LIGHTSOURCES. Pulse Start Metal Halide. NAturalWhite',MetalHalideorHighPressure LSodium. Clear lamp is suppliedas standard. SOCKETS- Porcelain medium -based sockets are suppliedwith PE 100 watt MH,and 100, 150 watt HPS. PE 175 watt MH and all PEM are supplied with porcelain mogul -based sockets. PEM series 17' All sockets feature anickel-plated lamp grip screw shell m (432mi IN BALLASTS- All high -power factor type ballasts are rated for -20° F operation. 9' u29mml 12-3/4' �V24-i E Z O c VL us v. kin SHIPPING WEIGHTS- PE series 'atalogNumber Est. Weight (kg/Ibs.) Length(mm/in.) Width(mm/in) Height(mmin.) F£ 1 10/21 508/20 1 381/15 313113.5 PEM 1 15132 559/22 1 330713 533121 Approved By: Project Name: ■ Location: Date: YYLS LISITINS SYSTEMS P.O. 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U. 0 0. 0. 0 0. 0 0.0 0. 0 0. 0 0, 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 a.0 0.0 0.0 0.0 0.(7- 0.0 0.0 0,0 0.0 0.0 0.0 0.0 o,tU 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 -., F,'r^ s; 34 a I'�a t � a t � r �g-,„n�pz' S �> � � i +i��Cia, r.aSt:. 7Co�G f>)s"�.iig•rnR�tR^FIyFjtOe #la. _ �� ' .atztTa a1..�' ryts�^ st�!a }fat ORDERING INFORMA TION SELECT APPROPRIATEr ICE FROMr r FORMULATE ORDER ODE. Refer to example below. LAMP '... LIGHT LINE LUMINAIRE SERIES DISTRIBUTION WATTAGE SOURCE* LENS VOLTAGEFINISH OPTIONS ACCESSORIES PE WB-wide Beam IOOW PSMH- Pill"start PGPressed490V BRZ- Bronze LL - Less tamp PC - External 15OW Metal Halide Glass MT-MuI11Tap' BLK - Black NO - No Options Photoelectric Control 175W MH-Metal Halide TT-7rl-Tap' PLP- Platinum PVS- Polycarbonale HPS -FIIghPressure Plus Vandal Shield Sodium WHT - White CC - Custom Color W GS -Steel Wire Guard (Small) PEM WB - Wide Beam 2°SOW PSMH-Pulse Start WGM-SteelWlre 320W Meralliallde Guard (Medium) 40OW MH- Metalllall de SF- Single Fusing' HPS- FIIghPressure OF - Double Fusing' Sodium NA -No Accessories 250W NW - Natural White 320W 35OW PEM WB 400 MH PG MT BRZ NO NA (EXAMPLE ORDER) ORDER: WLS-PE FOOTNOTES:. ,. • In accordance with the 2007 Energy lodepen claKe and Securlly Act (LISA), fixtures will 1 - For I ntemal bnal volt oo longer be avalable n Probe Starl Metal I rAirle with wattages from 150 watts through agst Nil (glory. 500wartsforrsewlnstelWk-, Reprarereenti-IOorexlcitngfixtur--s1111avallable. 2-MT MUItI7ap is shippedcistandard unlessolherwlse sperlfied. MtdllTap consists of l2fN, 203V, 240V, and 277V. Multi Tap is pre-whed for higlwst voltx)e. Altemal a volt ages will require field re- 4I rct. 3 - Trl-Tap Is shlpped standard for Canadian application Trl-Tap consists of 12(-V, 277V, and 347 V- Tu Tap Is pre -wired for highest voltage. MIN rote voltages will require field re -wiring. 4 - ruslog oot aval /able c n PE. ,...RP 17 Fr°^ i$"s. 7 7 77 s {CC, ' p'r R °s f Te ,F' 117F?st�1 -STAN DAR D'"`BO LLA SPECIFICATIONS HOUSING - One-piece, seamless, heavy walled, extruded aluminum. The housinq lop cap is die-cast aluminum and seats the crown assembly with a silicone gasket to prevent entry of moisture and insects. After maititenance or re -la mping, the top cap slides back into place. The housing is 42' and available and available in Round or $climate. Various heights are available in6'increments. Minimum height is 20". LENS / CASI(ET - Roth Round and Square Bollard lenses are pure acrylicwith.25 inch minimum wall thickness. FINISHES. Fixtures are finished with WLS Duna Grip' polyester powder coat finishingprocess. TITe DuraGrip' ftnishwithstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include brolue, black, platinum plus, buff, white, satin verde green, graphite, and metallic silver. REFLECTORS/DISTRIBUTIONPATTERNS- Indirectandinternallouveropticsprovidea �iiWr7tiiY1�� uniform, symmetrical distribution that yields 3W light dissipation and offers an aesthetically pleasing visual light source. Lower distributing reflector of sptn aluminum provides a wide, FDVND 9MARE even, glare free pattern of light. It also conceals the lamp socket. Photometric data is tested 6-578" Dw semi (168mm) (152 min) in accorLance with IESNFl uidelines. g LIGHTSOURCES- High Pre SSLlfeSOdilnn, Compact FluorescePit, and Inca ndescent. Coated I lamp is supplied as standard. Incandescent lamps are to be provided by others. SOCI(ETS- Porcelain medium -base sockets on all HID lamp types feature spring reinforced 6) (1 o57mm1 contacts for Ion life. Compact Fluorescent fixtures fixtures feature one- iece thermoplastic g Pa P P socket. BALLASTS. High -power Factor type ballast is designed for -2(f operation. Multi -tap ballast is standard for HID units. Compact Fluorescent ballasts are Electronic Universal Voltage (120 - 277V 5016OHz) or 347V (6OHz), 0' F starting. ANCHOR BOLTS - Requiresfoux 3/8"x 10"galvanized steel anchorholts. ID OFT1 C G. CSA Cwtl4ed BASE DETAIL Note', Base plate dimensionsmay change without notice. Do not use for setting anchor bolts Con suit factory for ba se plate templates. Solt C ircle411T' ' 1014mvn) Anchor Bolt `-i Conduit 3I8" X 10" Opening 2.5" (65mro) 2' is I mm) _ Bolt Projection kinow i j,7F 3 Z Y S \ i STANDARD:�'BOLLARD ORDERING r ,N SELECT APPROPRIATE CHOICEFROM r TO FORMULATE ORDER rr LAMP LIGHT LINE LUMINAIRE SERIES DISTRIBUTION WATTAGE SOURCE LENS VOLTAGE FINISH OPTIONS ACCESSORIES SBR ID - Indirect 35W IL - Internal Lauver 50W HPS - Hlgh Ressme Sodium CA - Clear Acrylic 480V MT - Multi Tap BRZ - Bronze BLK - Black H - XX (Specify Hclghl) GS - Glare Shield ABKIT - And/or SBS 70W IT -nl-Tap PLT-N.Onum Mus PC -Photocell Bolt Kit 100W BUF Buff GFC - GFO Duplex SF - single Fusing 100W WHT - White SVG-satin Verde Receptacle LL - Less Lamp OF - Double Fusing NA -No Accessories INC-Incandescent CA - Clear 120V Max 100 Watts Acrylic Green NO - No (Vrlons GPT -Graphite CFL -compact Fluorescent CA - Clear LIE - Universal 26W MSV- Metallic Silver 32W Acrylic Electronic CC - Custom Color j 42W 020-277V SO / 60 Hz) j 347V SBR IL 100 HPS CA MT BRZ NO NA (EX AMPLE ORDER) ORDER: WLS-SB I - Coated lamps are supplied as standard. 7 - Photocell on 208V, 24OV, a 27N fixture l<wlred to 277V. 208V or 24oV photocell 2 - 35 W I PS Is available In 120V only. will require field rewiring. 3 - 5OW 1- IP5 is ne inT or 3 o[ available 4 N 8 - MI - Multi Tap consists of 12M, 208V, 240V, and 277V. Multi Tap Is pre-tr4recr for 4-Irv:anrlescent lamps are to be provldrd by odxss. hlghestvoltaga. Alternate voltages will requlrefield re-whlrg. 5- 480V 1, -'liable In 100W HPS only. 9-1T- III Tapconsl stsof 12OV, 277V, and 347V. TrGrap Is pie- ked In,,hlglwst voltage. 6- Taller or shorter heights are avallable In 64Increments. Minimum heightls20'. Alternatevollageswlll require field re -wiring. Maximum height is 60'. SHIPPING WEIGHTS - Bollard catalogNumbtr Estwelght 1kg/Ibs) Length(mrMn.) Wdth(mmAn.) Helght(mrim) ,MR(42� 15134 1 1149/45.25 422/16.625 17176.75 SBS(42") 15/34 1 1149145.25 429116,115 1711675 And/or Bats ('Ve"x 10') 1/set 112 - - - 0 H 5 a Z �c W W W O � cD 00 aN td CV CO U CO > "' O j � � cd �" ►o CS2 Wy,N �� F' 0o Vto 1-4 E_ m JL4 rtirr llk**N .5 W ✓l r--a 2 TH OF yr TUNG ADHKUSUMA 11c. No. 26715 0 Ott) j�NAL V J J W CO) Cr am z Cr � W a � � Z z W F-. x a Q W CO W 0 J 0 0 DATE: 6/8/10 SCALE: 1" = 30' DESIGNED BY: TNA FILE NO. 5372 SHEET 5A OF 5 10-06 Calculation Summary Label Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb Calcs 0.44 18.8 0.0 N.A. N.A. 15 15 WALK 3.43 18.5 0.1 34.30 185.00 Luminaire Schedule WLS6898 GOLDEN SEAL SHOOTING RANGE WINCHESTER, VA PM: HOLLY PLEASE CALL US FOR PRICING AT 1-800-633-8711 Symbol Qty Label Total Lamp Lumens LLF Description ® 2 A 23500 0.800 WLS-PEM-WB-250-PSMH-PG 10' MOUNTING HEIGHT ® 25 B 8500 0.750 WLS-SBR-ID-100-MH-CA -e-® 3 C 16000 0.500 EXISTING 175W LANDSCAPE FLOOD LIGHT ® 12 D 23500 0.500 EXISTING 250W WALL MOUNT LIGHT Ef�� `•' � I�"t�ia'f ��1X1 :!f�*'i�t~�tM at icy �a�iTttlt��t ?T'�' r�,7 $I�' ��,�� td'f��t - - 74 • -.:.. YYALL PACT( ; .:.....c �W r.......t,�r, WLS L16HTIN6 SYSTEMS �,: g?r�Yfti s� ..., 1, ..s h, ?'PT E ws .�P,E E SPECIFICATIONS H 0 USI N G - The one-piece die-cast housing is available it) small (PE) and medium (PEM). The one-piece housinggives a clean appearancewhile increasing housing strength andensuring weathet-tight construction. WALL MOUNT- Each PE series fixture is shipped complete with cast -in di illing templates and plugged, threaded 1/2"conduit outlets for installation convenience. Not recommended for ceiling mounting. LENS/GASI(ET- A borcisilicate prismatic pre&sed glass lens is sealed to the lens frame with silicone sealant. The die-cast aluminum lens frame is hinged for easy frontal servicing. The lens frame has a one-piece silicone continuous gasket for maximum sealing to the housing. DOOR FRAME- Door fasteners have two captive brass screws to ensure proper locking. FINISHES- Fixtures are finished with WLS DuraGrip'° polyester powder coat finishing process. The DuraGrip° finish withstands extreme weather changes withoLit cracking or peeling, and r 1 is guaranteed for five full years. Standard colors include bronze, black, platinum plus,and. white PE series REFLECTORS/01 STRI BU TI0N PATTERNS - T he P E series fixture is offered wit h wide beam j lam , �t''rz distribution. The ITarnmertone reflector ensures maximum photometrk performance. 91mm Photometric data is tested inaccordance with IESNA guidelines. R211nsm LIGHT SOURCES - Pulse Start Metal Halide. Natural White ',Metal Halide or High Pressure LSodium. Clear lamp is supplied as standard. SOCI(ETS- Porcelain medium -based sockets are supplied with PE 100 watt MH, and 100, 150watt HPS. PE 175watt MH and all PEM are supplied with porcelain mogul -based sockets. PEM cries n' All sockets feature a nickel -plated lamp grip screw shell. Ts BALLASTS- All high -power factor type ballasts are rated for -2o°Fopeiation. 9- (229rnm) 12-3/4' EF _1 m Q r VL ut .. SHIPPING WEIGHTS- PE series _atalogNumber Est. Weight (kgAbs.) Length(mm/in.) Width(mmin) Height(mmAn.) PE 10/21 1 508120 1 381/15 1 343113.5 PEM 15/32 1 559/22 1 33CV 13 1 533121 Approved By: Project Name: Location: Date: WLS LS L 1 E r m S 4 S i E M S \ \ P.O. Box 100519 a Fort Worth, TX76185 r 800,633.8711 1 Fax: 817.735.4824 ' wvvw.wlsllghting.com ■ Consider the Impact! M0 / \ J \ \ / \ Sp¢ific etioro rubject tocheryewllxxat notice, or Rem, 1/09 \ \ \ \ "IV \\ 8� 6e n + + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + N+ + + + + + + + 0.0 0.0 0.0 .0 0.0 0.0 �0.0 0.0 0,0 0.0 0.0 0.0 0.1 U.1 0.1 0.1. U.l 0.4 0.5 0.2 0.1 �.. �.` 0 0.0 0.0 0.0 0.0 0.01 O.0 \ CL,O o.o o.o o.0 0.0 u. o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 +0 .0 0 .0 0 .0 0. 0\\ 0. 0 +0 . 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Refer toexample helow. LAMP LIGHT LINE LUMINAIRE SERIES DISTRIBUTION WATTAGE .SOURCE' LENS VOLTAGE' - FINISH OPTIONS ACCESSORIES PE WB-Wide Beam 100W PSMH - Pulse Start PG -Pressed 480V BRZ- Bronze LL - Less Lamp PC - External 15OW Metal Halide Glass MT - Multi Tap' BLK-Black NO - No Options Pholoelectdc Conlrol 175W MH - Metal Halide TT-Trl-Tap' PLP- Platinum PVS- Poycarbonaie HPS -High Pressure Plus VandalShleld Sodium - WHT - White CC -Custom Color WGS -Steel Wire Guard (Small) PEM WB-WldeBeam 25OW PSMH - Pulse Start WGM-SteelWlre 320W MetalHallde Guard (Medium) 40OW MH- MetalHallde SF -Single Fusing' HPS -High Pressure B F - Double Fusing' Sodlum NA -No Accessories 25OW NW - Natural White 320 W 35O W PEM WB 400 MH PG MT BRZ NO NA (EX AMPLE ORDEIO ORDER: WLS-PE FOOTNOTES:: • In accordance with the 2007 Energy Independance and Security Act (EISA), faxtureswfll 1 - to, lotwna(bnal voltages, consult fat dory. no longer be walable In Probe Start Metal Halide with wattages from 150watts Ihmugh 2-MT- Multi Tap is shipped standard unbss otherwise specified. Mufti Tapconshts of 12ov, 208V, 240V, and 500 watts for new Installations. Replacement parts for exlsl ng fixtures are si 111 available. 277V. Multi Tap Is pre -wired for highest voltage. Altemale voltages will require field re-whtng. 3 -Trl-Tap Is shipped standard for Canadian applications. Trl-Tap consists of 120V, 277V, and 347V. Trl Tap h, pre -wired for highest voltage. Alternate voltages will require Wd,e-wiring. 4 - Fusing not avallable on PE. r I MUM SCLA E 6-5/8' Die. (I 68 mm) (t 5 7 mm) 42- (106,mm) ID OPn C Q. CSA CMXied '""I4e�,t��tI�1�I':�„�Rx rr•^~?�fT�°��lr T "T If i r'. r5 )1 14M h . s+T'�,r(yr� 1?•�t;��a„�fti��i9�'!I�' ae�ECTitT''�;�� ±.a.',t,��# `(~�°#�a. "i'2,. , �.,.4 wm -,k t+",t v+-.:. 1r,:7 ..s..I "^'rt; gtTp� i!✓� 1.'•• F M Ii. t<*1x N STANDARD B0EOAR SPECIFICATIONS HOUSING - One-piece, seamless, heavy -walled, extruded aluminum. The housing top cap is die-cast aluminum and seats the crown assembly with a silicone gasket to prevent entry of moisture and insects. After maintenance or re-lamping, the top cap slides back into place. The housing is 42' and available a nd available in Round or Square. Various heights are available in6' increments. Minimum height is 20'. LENS / CASI(ET - Roth Round and Square Bollard lenses are pure acrylic with .25 inch minimum wall thickness. FINISHES • Fixtures are finished with WLS DutaGrip°D polyester powder coat finishing process. The DuraGrip° finish withstands extreme weatherchanges without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, buff, white, satin verde green,graphite, and metallic silver. REFLECTORS/DISTRIBUTION PATTERNS- Indirect and internal louveroptics provide a uniform, symmetrical distribution that yields 360' light dissipation and offers an aesthetically pleasing visual fight source. Lower distributing reflectorof spun aluminum provides a wide, even, glare -free pattern of light. It also conceals the lamp socket. Photometric data is tested in accordance with IESNA guidelines. LIGHTSOURCES- High Pre 5Sure Sold Lon, Compact Fluorescent, and Inca ndescent.Coated lamp is supplied as stardlard. Incandescent lamps are to be provided by others. SOCI(ETS- Porcelain medium -base sockets on all HID lamp types feature spring -reinforced contacts for long life. Compact Fluorescent fixtures fixtures feature a one-piece thermoplastic socket BALLASTS- High -power factor type ballast is designed for -20"operation. Multi -tap ballast is standard for HID units. Compact Fluorescent ballasts are Electronic Universal Voltage (120 - 277V 50/6OHz) or 347V (6OHz), (P F starting. ANCHOR BOLTS - RequiresfoLr3/8"x 10'galvanized steel anchor bolts. BASE DETAIL Note: Base plate dimensions may rh an ge without notice. Do not use for settin 9 anchor bolt, Con suit factory for ba se platetemplates. Bolt Circle 4112" I (114mm) Anchor Bolt I ` Conduit 3/B' X 1 tY Opening 2.5" (65mm) 2- IS 1 mm) _ Rout Projection �"Tdf�Ot R ?�IFa'1Tn? �`rtr ds'.I��" tf (�'gR t�� m } ^,s • i-s u^trtl rresf i t i p°tTrrsH+� r�'�`�TPt'i1 Ta'I 1"T,TFsr`T x;e r, IrTPf :s j 1 P r s� o-t:" a r, a m tm 4 M I it wv d(Flit ° iT "dirt ° :a3 °r ( -T T ` 4 :ram s (`kt _t>� t�imgzln�,'g��P'ARa4� � �� 1'��s§e ,••°It 4 t� STIo1rND'ARD'1B0LLARD -' ORDERING I• r 1N SELECT APPROPRIATE CHO ICF FROMt t FORMULATE ORDER r r LAMP LIGHT LINE LUMINAIRE SERIES DISTRIBUTION WATTAGE SOURCE LENS: VOLTAGE FINISH OPTIONS ACCESSORIES SBR 10 - Indirect 35W H PS - High Pressure CA - Clear 480V BRZ - Bronze H - XX (Specify GS - Glare Shield SBS IL - Internal Louver 50W 70W 10OW Sodium Acrylic MT - Multi Tap TT -Trl-Tap BLK - Black PLT - platinum Plus BUF-Butt Height) PC - Photocell GFC-GFC1Duplex ABKIT - Anchor Boll IOt SF - Single Fusing WHT - While SVG- Satinverde Receptacle LL - Less Lamp D F - Double Fusing NA -No Accessories IBOW INC-Incandescent CA - Clear 120V Max 100 Watts Acrylic Green NO - No options GPT -Graphite 2bW CFL- CompactFluorescent CA - Clear UE-Universal MSV-MetallicSilver 32W Acrylic Elecu orrlc CC - Custom Cola 42W (120-277V SO / 60 Hz) 34ry SBR IL 100 HPS CA MT BRZ NO NA (EXAMPLE ORDER) ORDER: 1 - Coated lamps are supplied as standard. 7 - Photocell on 208V, 240V, a 27N fixture Is wired io 277V. 20811o, 240V photocell 2- 35W IFS Is avallable in 120V only. will require field r Irlrsg. 3 - SOW HPS Is not available inT or 34 N. 8 - MT - Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap Is pre -wired for 4-Incandes. end lamps are to be provided by others. highestvollage. Alternate voltages will require field re -wiring. S - 480V Is avallable In 100W M•S only. 9 - TT-TrbTap consists o(120V, 27T/, aril 34 N. TrI-Tap Is pre -wired for highest voltage. 6- Taller or shorter heights are available In 6'Increments. Mlnimumlelghtfs2o'. Alternate voltages will require fell re wiring. Maximum height is 6W. SHIPPING WEIGHTS - Bollard Catalog Number Est weight Ngvbs.) length(mrMn.) wldthhWn.) Height(mmAn) MR(42) 115134 1149/45.25 422/16.625 171/6.75 5BS(42") 16/34 1149145.25 1 429/16.875 171/6.75 Anchor Bolls (3/8•x l(r)112 I 1/set - - - a I� �c W W WO 11) >1111111 C\1 00 -,I aQ) (d N 00 R co Z�' :) �iId x to C\2 W D,N N� U UJ 1) 0 4Lo U t. s"-I ssA W UT �L Fi Q � TH OF IN O IN TUNG ADR USM Me . No. 26715 `SIGNAL V J J w C0 W (1) l� Ir a Cr II W a F- �Z , W � J 1.4a W W 0 J O 0 DATE: 6/8/10 SCALE: 1" = 30' DESIGNED BY: TNA FILE NO. 5372 SHEET 5A OF 5 10-06 Calculation Summary Label Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb Calcs 0.44 18.8 0.0 N.A. N.A. 15 15 WALK 3.43 18.5 0.1 34.30 185.00 Luminaire Schedule WLS6898 GOLDEN SEAL SHOOTING RANGE WINCHESTER, VA PM: HOLLY PLEASE CALL US FOR PRICING AT 1-800-633-8711 Symbol Qty Label Total Lamp Lumens LLF Description ® 2 A 23500 0.800 WLS-PEM-WB-250-PSMH-PG 10' MOUNTING HEIGHT ® 25 B 8500 0.750 WLS-SBR-ID-100-MH-CA -�® 3 C 16000 0.500 EXISTING 175W LANDSCAPE FLOOD LIGHT ® 12 D 23500 0.500 EXISTING 250W WALL MOUNT LIGHT Pin nrwwar, "a WLS LIGHTING SYSTEMS i r I PE series 3' 7-12" t33prm>) �(191mmi 9" R2 anm) PEM series 17- F _(432mm R2mm) 12-21M' (324mm) N C UL ut ura ibcd on s2 F,r'I ?' '¢I"'i t, � � tl ! :.f In t',.�» , 9' ) 1. M a., r �IVAC OACI('')` �tl � , Ilr` . SERIES-imig.mn. SPECIFICATIONS HOUSING- The one-piece die-cast housing is available it) small (PE)andmedium (PEM). The one-piece housing gives a clean appearance while increasing housing strength and ensuring weather -tight construction. WALLMOUNT- FachPEseriesfixtureisshippedcompletewithcast -in drill ing tern plates and plugged, threaded 1/2' concluit outlets for installation convenience. Not recommended for ceiling mounting. LENS / GASKET - A borosilicate prismatic pressed glass lens is sea led to the lens frame With silicone Sealant. 1 he die-cast aluminum lens frame is hinged for easy frontal servicing. The lens frame Iris a one-piece silicone continuous gasket for maximum sealing to the housing. DOOR FRAME- Door fasteners have two captive brass screws to ensure proper locking. FINISHES - Fixtures are finished with WLS DuraGrip'° polyester powder coat finishing process. The DuraGrip° finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, and white REFLECTORS/DISTRIBUTION PATTERNS- The PE series fixture is offered with wide beam distribution. The hammenone reflector ensures maximurn photometric performance. Photometric data is tested in accordance with IESNA guidelires. LIGHTSOURCES- Pulse Start Metal Halide. Natural White ',MetalHalideorHigh Pressure Sodium. Clear latnp is suppliedas standard. SOCKETS- Porcelain medium -based sockets ate supplied with PE100watt MH, arid IDO, 150 watt HPS. PIE 175 watt MH and all PEM are supplied with porcelain rnogul-based sockets. All sockets feature a nickel plated lampgrip screw shell BALLASTS- All high -power factor type ballasts are rated for -20e F operation, SHIPPING WEIGHTS- PE series :atalogPkimber Est.Weight (kgAbs.) Length(mm/in.) Width(mm/in) Height(mm/m.) FE 1CV21 5OW20 381J151 3131135 Fe,71 15132 559/22 1 33(713 1 533al Approved By: Project Narne: ■ Location: Date: YYLS LIONT116 SYSTEMS \ \ ` P.O. 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LAMP, LIGHT LINE LUMINAIRE SERIES DISTRIBUTION WATTAGE SOURCE* LENS VOLTAGE' FINISH OPTIONS ACCESSORIES PE WB - Wide Beam 100W PSMH - Poe. Start PC - Pressed 490V BRZ - Bronze LL - Less Lamp PC - External 15OW Metal Halide Glass MT - Mull Tap' BLK - Black NO - No options Photoelectric Control 175W MH-Metal Halide TT -Td-Tap PLP- Platinum PVS- Polycarbonate HPS -High Pressure Plus Vandal Shield Sodium WELT - White CC - Custom color WGS -Steel Wire Guard (Small) PEM WB - Wide Beam 25OW PSMH - Pulse Start W6M-Steel Wire 320W Metalllallde Gua rd(M edlum) 400W MH - Metal Halide SF -Single rusing' HPS - HIgh Pressure D F - Double Fusing' Sodium NA -Pro Accessories 250W NW -Natural White 320W 350W PEM WB 400 MH PG MT BRZ NO NA (E%AMPLE ORDER) ORDER: WLS-PE FOOTNOTES:. • In xrordarxe with t lno 2n07 Erwgy lrxleperdarre and security Act (EISA), fixtures will 1 for lnlemallonal voltages. cn salt Lxtory. - noI prior be ava'uablenP-1,e Start Metal ltalklewlth wattages from 150watls the gh 2 MT Multi Tap is shipped standard uolessolle lse 1. cIfiPd. Multi Tap consists of 120V, 208V, 240V, and Wwars for new lndallallons. Roplxemenl parts for exidtag floc! ures are still available. 277V. Multi Tap Is pre -wired for highest voltage. Altenwe voltages will require Trek) re -wiling. 3 TO Tap Is shipped standard for Canadian applkatlons TO Tap consists of 12OV, 277V, and 347V. TrLTap Is pre -wired for highest voltage. Allematevollages willrerpAw field re-widix3. 4-rusing not av nalrle on rE. OMMMMMM MOMMOMM FULIND SOLAtE 6-518' Die. 5" Sq. 0 68 mm) (152 mm) 42' (1 067mrsg �yt' �'€I"�t�k"'�^•t'F;V„�,,,R�.11,^^s�..�t"��"AtIP"r ,pr,�,o,+��rr,tr' 7L�trt*m�uiti?� T L"°R,py j 7 1 E' "" ? "�Rrts N1"s��*l' !a,, -'STANDARD B O L.LAAAAAAAA A SPECIFICATIONS H0USI NG - One-piece, seamless, heavy -walled, extruded aluminum. The housing top cap is die -cast aluminum and sea Is lire crown assembly with a silicone gasket to prevent entry of moisture and insects. After maintenance or re-lamph9, the top cap slides back into place. The housing is 42' and available and available in Round or Square. Various heights are available in6' increments. Minimum height is 20'. LE NS / CASKET • Both Round and Square Rollard lenses are pure acrylic with .25 itch minimum wall thickness. FINISHES - Fixtures are finished with WLS DuraGrip' polyester powder coat finishing process. The DuraGrip' finishwithstands extremeweatherchanges without cracking or peeling,ar3d is guaranteed for five full years. Standard colors include bronze, black, platinum plus, buff, white, satin vercle green, graphite, and metallic silver. REFLECTORSI DISTRIBUTION PATTERNS - Indirect and internal louveroptics provides uniform, symn-tetrical distribul ion that yields 3W light dissipation and offers an aesthetically pleasing visual light source. Lower distri Exiting reflectorof spun aluminfm provides a wide, even,glare-free pattern of light. Italsoconceals the lamp socket. Photometric data is tested in accordance with IESNA guidelines. LIGHT SOURCES- High Pre ssure Sod 111n,CompactFluoreseent,and Inca ndescent. Coated lamp is supplied as standard. Incandescent lamps are to be provicle-d by others. SOCKETS- Porcelaintnedium-base sockets on-411 HIDIarriplypes feature spring reinforced contacts for long life. Compact Fluorescent fixtures fixtures feature a one-piece thermoplastic socket. BALLASTS. High -power factor type ballast is designed for -2Cfoperation. Multi-tapballast is standard for I IID units. Compact Fluorescent ballasts are Electronic Universal Voltage (120 - 277V 50/60Hz) or 317V (60Hz), Cr F starting. ANCHOR BOLTS- Requires four 3/8"x10"galvanized steel anchor bolts. BASE DETAIL Note: Rase plate dimensionsrnay change without nctice. Do not use for setting anchor bolts. Cots silt factory For base plate [emplaces. _ __ _9oltCirde4172" l _ I (1141nm) l Anchor Bolt Conduit Opening 25" (65mmi Pelt Projection �Itnp;"(x'ya�T1 a'1 c,�ip ^tkc ^tt ds.uf ..:t Fm42Y ti iz81 �p d'. a r,. st ,�'R S T A N D A R D B 0 L L A R D :f , Jttt��at=/ ,; IA ORDERING 1• l r •., •. IATF CHOICEFROM t TO FORM ULATF ORDER CODE. LAMP LIGHT LINE LUMINAIRE SERIES DISTRIBUTION WATTAGE SOURCE LENS VOLTAGE FINISH OPTIONS ACCESSORIES SBR I0 - Indirect 35W H PS - High pressure CA - Clear 490V BRZ - Bronze H - XX (specify GS - Glare Shield IL •Internal Louver 5OW Sodium Acrylic MT - Multi Tap B L K - Black Ilelgh0 ABKIT - Anchor SBS 70W TT -TO-Tap PLT - Platinum Plus PC - Photocell Bolt 1<1 I 10OW BUF-Buff WHT - while SVG •Satin Verde GFC -GFcl Duplex Receptacle LL - Less Lamp SF -Single Fusing OF - Double Fusing NA -N) Accessories IOOW INC- Incandescent - CA - Clear 120V Max 100 Watts Acrylic Green NO - No Options GPT -Graphite, 26W CFL -compact fluorescent CA - clear UE- universal MSV- Metallic Sliver 32W Acrylic Electronic CC - Custom Cnlrx 42W (120-277V SO / 60 Hz) 347V SBR IL 100 HPS CA MT BRZ NO NA (EXAMPLE ORDER) ORDER: WLS-SB 1 Coated lamps are supplied as standard. 7-Photocell on 208V,240V, or 277V fixture Is wired to 277V. XAVor 210V photocell 2.35W I IPS Is avallabb In 12OV only. will require field rewlring. 3 S0WHPSisnotavdatdeinTor347V. 8 MI-Mlrlll Tapconslstaof120V,208V,24OV,an1277V. Multi Tap Is pre -wired for 4-Imartcl-wenl lamps veto be provided byothers. hlylnest wllage. All ernale volt ages w111requlre field re--wldng. 5 480V Is avallaW In 1(1OW MS only. q -1T TO Tapconsl sts of 120V, 277V, arx1347V. IIITaplsp,e-wired for hlghost voltage. 6-Taller or shorter heights am avalladeln6'Oxrernents. Mlnimunthelghlls20'. Alternate voltages will require field re-wfrlrsg. Maximum height Is 6O'. SHIPPING WEIGHTS - Bollard Catalog Number Est.Welght(kg/lbs) Lengthew0n) Wdth(mmAn) Height(rnmAn) 53R(4Z) 15134 114g/45.25 422116.625 171/6.75 SBS(42") 15154 1149145.25 429/16.875 171/675 Mch or Bolts (3/8•x IO" 1/set 112 - - - a z W W z z WCV O ,o IZO t 2 00 It ac-,d Cq O O C) bD Z �r�r��y x ��, CQ to f\ Wr. �� -0 o� 0 to Iti to. a� ,n Z` rr ilk Q) O W � z 0 H Q r��j,TH OF P o v TUNG ADHII(USUMA 11c. No. 26715 + 3-Av 4 ZONAL U w C W (1) 1n� cc CLM !"---'1 cc W �_Z z W 1,4 H J W z W 0 0 DATE: 6/8/10 r'---t fr^�, 1� z W � U) t--t U W Q W � Z V1 SCALE: 1" = 30' DESIGNED BY: TNA FILE NO. 5372 SHEET 5A OF 5 10-06