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HomeMy WebLinkAbout29-09 New Image Graphics -Office, Manufacturing - Shawnee - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP v 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia 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 --330 �■�sm and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of V 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 ---- construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. 33� in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 � o� Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Ad , o Administration and Virginia Occupational Safety mnstration (OSHA), gpy & Health (VOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT ,, i / ,� 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of PROPOSED EDGE OF PAVEMENT by lk o ,R W Trans ortation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be iii o 00 (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(c) of the VDOT Road and Bridge PROPOSED CURB AND GUTTER '� � e 0, to required under State law. Specifications. N TRANSITION TO REVERSE CURB A x° 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 O Os Z o held with the Develo er, County Representatives, and Representatives of the Virginia Department of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. EXISTING TELEPHONE LINE o W 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 ab S� ,E s 4: 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 icy ry Refer to developer from this responsibility. EXISTING STORM SEWER Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field. construction, regulations, and control or safety of traffic may be PROPOSED STORM SEWER � A 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field EXISTING SANITARY SEWER -------- S S � representative of the developer must be available at all times. revision shall be the responsibility of the developer. p 5 PROPOSED SANITARY SEWER 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 EXISTING ELECTRIC SERVICE W Control Devices (MUTCD). use permits for any work within VDOT right-of-way. W 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 PROPOSED ELECTRIC SERVICE E embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE proved 9. All pavement sections on the a plans are based on a minimum CBR value of 6. CBR values less utility compPROPOSED GAS LINE G anies and VDOT prior to initiation of work. SHEET INDEX p 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 cea mse 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 indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE 1 - COVER SHEET o 2 - SITE PLAN REVISION 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 PROPOSED EASEMENT LINE pp p p p p p g q p j 1 3 - 8 BOARD ON BOARD OPAQUE GATE & FENCE DETAILS � be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE 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 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 w w FLOW LINE Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELINE to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the a 14. Notification shall be given to the appropriate utility company to construction of water and/or prior end of construction. EXISTING TELEPHONE PEDESTAL sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING WATERLINE W/ TEE W 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 W 15. All sanitarysewers and water mains and a urtenances shall be constructed in accordance with the conflict points. ( 0 P� EXISTING FIRE HYDRANT/VALVE/METER current standards and specifications of the Frederick County Sanitation Authority. v V12. Any unusual subsurface conditions (e.g unsuitable soils, springs, sinkholes, voids, caves, etc. j PROPOSED FIRE. HYDRANT/VALVE/METER C� (1)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 ► contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDO Work shall cease in that vicinity until an adequate design can be determined by the prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. utility verification and the proposed construction. SIGNS 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT P p Y g g representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted PARKING INDICATOR to private laboratories for testing, the samples shall be clearl identified and labeled as belonging to a 12 18. When grading is proposed within easements of utilities, letters of permission from all involved companies P INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project to be accepted by VDOT and that testing shall be per ormed in accordance with all applicable development permits. VDOT standards and procedures. V14. All roadway fill base, subgrade material and backfill in utility/storm storm sewer trenches shall be HANDICAP PARKING 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Y � g � Y/ project. The relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street VEHICLES PER DAY COUNT I�(d 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 b,e performed by a qualified independent in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. 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 UNSUMA Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the. specified by VDOT. approved plan. I V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROPOSED SANITARY LATERAL CLEANOUT . PROJECT INFORMA TION 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 shalt be certified by a registered r' professional engineer and results submitted to Frederick County prior {to pavement construction. If e, V17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall SANITARY MANHOLE IDENTIFIER 12 PAR��,il IDENTIFICATION NO, 64 - ((A)) - 159I U TUNGC geotechnical report has been prepared, it should supersede the requirements in this note. P Y q g g / p g STREET ADDRESS: 280 VICTORY ROAD `d Lic. No. 26715 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. WINCHESTER, VIRGINIA 22602 `� 0� TOTAL AREA: 2.14 ACRES excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to STORM DRAIN STRUCTURE IDENTIFIER O �S ti commencement of excavation or demolition. Names and telephone numbers of the and o erators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources riot to the PROJECT AREAS: 2.14 AC. P P g P P, t p DISTURBED AREAS: 500 SF. `SIO 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 ma erials utilized within any dedicated street CURRENT ZONING: M-1 NAL condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EXISTING SPOT ELEVATION X'135.4 CURRENT USE: OFFICE AND STORAGE FACILITY 24. All utilities to be located underground. and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of PROPOSED SPOT ELEVATION X35 the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V In addition to checkingstone depths, a VDOT representative shall be notified and given the opportunity LIGHT POLE ■ to be present during te construction and testing of the density control strip. r V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density econtrol strip as specified in 'Section SURVEY AND TOPOGRAPHIC INFORMA TION ONELAND315 and VTM-76. A certified com action technician shall perform th se tests Certified copies of test �� reports shall be submitted to VD-OT daily, unless specified otherwise. A VDOT representative shall be Note: Any place within these plans stating Greenway Engineering, shall represent Greenway En ineerin. , Inc. notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: NAME: TUNG NIKI ADNIKUSUMA L FCSA CONSTRUCTION NOTES GREENWAY ENGINEERING Dated: 1997 r i� V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and #. P.E. LIC No. 261IJ `/ 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com larger shall be explored below the bottom of the excavation to determine the type and condition of the 2 Aerial, horizontal and vertical control surveys were CERTIFICATION foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for Y approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 1997 A\ 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. p -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) "' ��- MOM W <� and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. F- > 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 3. Aerial topographic mapping performed by: FZ U V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced - Dated: NA THE RE5PON515LE LAND DI5TUR51ER 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. below proposed foundation elevation to determine the type and condition of the foundation. The p pt C �, U contractor shall submit copies of borehole logs and report findings of foundation exploration to the 15 THE PARTY RE5PON515LE FOR w E 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. engineer and VDOT for approval prior to constructipng box. Foundation designs shall comply with VDOT co Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place CARRYING OUT THE LAND d15TURBINC� W ~' � 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise Z Q O a) The Authority shall furnish all labor and material. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall APPROVAL ACTIVITY A5 5�T 1=0RTN IN THE PUNS. O b) The contractor must: be determined by the engineer and approved by VDOT. j 1. make application and pay deposit W V23. Approval of these plans shall expire three (3) years from the date of the approval letter. 2. mark the tap location. 3. coordinate installation with the engineering -assistant. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as d/ ` W � R'+ U W 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's specified by VDOT. > Inspector. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in IFREDERICK COUNTY ZONING ADMINISTRATOR / 'DOE/ ° PPROV accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) S ® Z W U) 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. after grading is mostly complete. DAB It is the contractor's responsibility to have the meter box assembly installed correctly. FIRE MARSHAL'S NOTE YEARS FROM THE DATE OF PLANNING APPROVAL Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.�� b) The frame and cover shall be set to final grade. " Fire lane markings and signage: c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: TRIP GENERA TION DATA Project Name: Project Number: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. PRO LA WN ("'New Image Graphic) � Ob) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 201 8P c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. T. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the Magisterial District: property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the g Date of Plan: (Month, Day, Year)0. meter. • NO ADDITIONAL TRAFFIC VOLUMES PROPOSED WITH THIS PUN e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT AUGUST 2009 10. Any water service line must have a backflow prevention assembly (detector double check or RPZ, * Owner: Address, Including Zip Code & Telephone No. DATE: 08 28 09 as required). The assembly must meet ASSE standard No. 1015 or 1013. TA EN FROM ITE TRIP GENERATION 7TH EDITION g P 1 / UTILITY CONTA CTS y WIN victory Ro 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). V1CtOI" Road LLC WINCHESTER, VA 22602 The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also Phone: Verizon 540-662-8316 SCALE: NA have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Water/ Frederick County Sanitation Authority Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Radio read remotes are required. Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE DESIGNED BY: TNA 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter (540) 868-1061 (301) 954-6282 and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 2018P P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. HANDICAPPED PARKING NOTE Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 3 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 N T A 1--L FK--,-f'v5,EP UT(L-ITIE� -ro E5F- FI-A G-C-P ANC L4TIL-I- -T`t- 1✓Ed5; wHI,_`-H W W I G P4 W ot,l L- a 13E G Imo r I N G F 7E. 7Z8 To E3E INSTAL -LED f31( PUS H , JACK OF-- fE!�FLe I 6I THc;IC-) W I -T H 3 C� MIN. 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SPRUCE �fv�\.� \ \ \ \ I \� \660 `\ �RGP ,�D TOP (687.36) SI N � \ R=50.00' l ;�'t'� } j \ � \ \ \ \ \ I ../\� O�D��6 3 d5i '- i•.��" ' / / i t L-78.54' 1 Brick Wol FmH DROP INLET �— Ivv R=570.00 Z0' v ater line Ivv w Wv x w w • w ' w .� TOP (686.J1) =.i 1 t — w INV. (680.63) w w ccr� s° _ _ \ m o — �.�J ----- INV. (680.46) cct� �,,.o �n / c 14.41 r- —..--� (14 15" RCP INDEPENDx'NCE DRIVE \ \ (VA?TABLE R/TF) `( — Grass Median \.•- /� -mot \ 30 -RCP 'DROP IN V (6�6 �, / -6i6-- TOP (68<14) \ \ �_— --- __ ----- -- ---�-- —— _ TOP (684.57) .-// (677.09) r — — -- — C (r) ROP INLET /® �' / C t (1 C ((✓ (�✓ C ((; \ TOP (686.37) INV. (673.19) INV. (681.15)// / Ipl I I • 0 H 5 W H A v Z Z rc W W �Na-N O 1111111111MZ a.�4a Lij a �h 3 Z W W .�j ;3 0 v •5 ''s w ww 0i �o U TUNG ADHIKUSUMA Lic. No. 11115 IDNAL w �V O E-t W W W U Z Cr. U I4 N w 4.1 (,q (1) w &-A � z � W W Z Q O U w W Q) m Z U O Q LLI W LIJ IQ z 3 O w �i z O m 00 DATE: 08/28/09 SCALE: 1" = 30' DESIGNED BY: TNA FILE NO. 2018P SHEET 2 OF 3 V Z Em Z W W o� N N O W Zt�tb 0 "x(o WOOD P05T5 T T Fl, >' Z W W VARIE5 � NOTE: ALL WOOD TO 5E PRE55URE TREATED LUMBER 1"x(o'' VERTICAL WOOD 5LAT5 TYP. s ww IS GA. BOX R15 METAL GATE, 211X011 TYP. w PRE55URE TREATED WOOD GATE z OR APPROVED EQUAL w & "X & "X 1/4" 5TEEL �f I CAL E3 ON 5 PENCE 5ECTION IDETAIL5 c TUBE FILL W1 CONCRETE ocr GATE 5 NINGE5 PER EMBEDDED f1NT0 NT5 � 0 M,4NUI=ACTUR'S SPEC CONCRETE FOOTING 1"X(o" CAP w o TYPICAL a co AAA d F,A 00 \ A ,� A TH OF � j TUNG ADH KUSUMA� Lie. No. 26715 O [L �ss-) 1011 � �~ MAL � V cz Q L w U EX. GRADE = w V w � z E--4 � 1211 z Q o MIN z o w L_J L—J L—J L_J Z Z CONCRETE o > Q FOOTINC; COZ w w T'*�PICAL 1211 3: MIN 0 Q VAR1E5 0a � T`rFICAL 5 FEET E30AIRED CN D GATE 74ND PENCE FI)ETAILS NT5 DATE: 5/10/09 SCALE: NTS DESIGNED BY: TNA FILE NO. 2018P SHEET 3 OF 3 GENERAL NOTES VOOT GENERAL NOTES LECEND VICINITY HAP z 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds, serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Trans ortation (VDOT� and Frederick Count prior to construction in existing State right-of-way. Y P g g Y� 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. g 5. The exact location of all guard rails will be determined by VDOT personnel. "A Joint inspection will be held with the Develo er, Count Representatives, and Representatives of the Virginia de department of y p p g P Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before P lacin g embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less p than 6 ill require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and i ed to the nearest storm sewer manholes or curb inlet. The i e shall pp piped pipe be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equi ment. prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, an to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (NOSH) Rules and Regulations. V3. When workingwithin VDOT right-of-way, all traffic control, whether permanent or temporary,shall be P in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the ro ect from the adjacent P g project public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g unsuitable soils, springs, sinkholes, voids, caves, etc. > encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING INTERMEDIATE CONTOUR -- --330 EXISTING INDEX CONTOUR ---- ---- 33P� PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER __ PROPOSED CURB AND GUTTER TRANSITION TO REVERSE CURB EXISTING TELEPHONE LINE _ PROPOSED TELEPHONE LINE T EXISTING STORM SEINER PROPOSED STORM SEWER EXISTING SANITARY SEWER S S PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE --- --�` EXISTING EASEMENT LINE PROPOSED EASEMENT LINE CENTERLINE EXISTING TREE LINEw FLOW LINE • • • • • FENCELINE EXISTING UTILITY POLE/GUIDE WIRE EXISTING TELEPHONE PEDESTAL 0 EXISTING WATERLINE W/ TEE W PROPOSED WATERLINE W/ TEE �Wp � EXISTING FIRE HYDRANT/VALVE/METER V& 0 0 PROPOSED FIRE HYDRANT/VALVE/METER 1& • (D PROPOSED REDUCER W VN', SIGNS SCALE: 1 = 2000 W W m °o tz '� � N N � o to �� a '~� ° q o x o � � W >E ROO Z W W - O or "`� p O> *, ^mat o 4 o c° $ o � N ` A 5 o y o a 1' s o T E11 SHEET INDEX o " rr .5 o 1 - COVER SHEET 2 - SITE PLAN REVISION 3 - 8' BOARD ON BOARD OPAQUE GATE & FENCE DETAILS 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa P g Y Y Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. - ... . 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a eotechnical report has been prepared, it should supersede the requirements in this note. g P P P P q 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavatingor blastingat least two 2 working days, but not more than ten 10 workingda s, prior to commencment of excavation or demolition. Names and telephone numbers of the and peratorunderground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDO;' representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted private rivate laboratories for testing, the samples shall be clear l identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be per ormed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be Y g Y/ compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT ResidencyOffice prior to acceptance of the work. Unit and total prices may bobscured. P P PARKING INDICATOR A INDICATES THE NUMBER OF TYPICAL PARKING SPACES HANDICAP PARKING VEHICLES PER DAY COUNT Imo PROPOSED BUILDING ENTRANCE PROPOSED SANITARY LATERAL CLEANOUT � SANITARY MANHOLE IDENTIFIER 12 O STORM DRAIN STRUCTURE IDENTIFIER O EXISTING SPOT ELEVATION X THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION H 0 �j O F U TUNG N SUMAC Lic. No. 26715 �0 �I� `SIGNAL PROJECT INFOR�YIA TION PARS; L IDENTIFICATION NO, 64 - ((A)) - 159I _STREET ADDRESS: 280 VICTORY ROAD WINCHESTER, VIRGINIA 22602 TOTAL AREA: 2.14 ACRES PROJECT AREAS: 500 F. DISTURBED AREAS: M- SF. CURRENT ZONING: M-1 CURRENT USE: OFFICE AND STORAGE FACILITY 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. PROPOSED SPOT ELEVATION X 35� LIGHT POLE ■ SURVEY AND TOPOGRAPHIC INFORMATION Note: Any place within these plans stating Greenway Engineering, shall represent Greenway En ineerin , Inc. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard p -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six 6 inches. Where soft yielding, or otherwise P P � g ( ) � Y g foundation VDOdesign and/or need for foundation stabilization shall rmined by on is encounneer the pproved erredafoundation beunsuitable V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. g g Y P ���� E ON51 BL E L AND D I S�URH R NAME, M �' TUNG NIKI ADNIKU5UMA CERTIFICATION#. P.E. LIC No, 26�1I5 DATE: S/28/2��9 THE RE5PON515LE LAND D15TURBER t p pCCp C I C I5 THE I ���Y I\LJI ON�JI�LG 1`O� I 3L I p t THE CARRYING OUT I NC LAND D15 I URBING ACTIVITY A5 5ET FORTH IN THE PLANS. �8�� �� ����®� (� S """ (� j/`� DAB ' (d SUE PLAN NUMBER n �■ L /1\ cc W W > W U (V �, U - >--+ W W ~' Q O Z F) U Qi D W W CO W z Z U W W F- W Z W Q4 3.0 w 3: J 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: 1997 2• Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 1997 (Year) 3. Aerial topographic mapping performed by: - Dated: NA FCSA CONSTRUC TION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 16 and 21 inches. d) All components of the meter box assembly shall be in proper working order. APPROVAL FREDERICK COUNTY ZONING ADMINISTRATOR DATE * APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. TRIP GENERATION DATA 0 cc Project Name: T WN PROL (New Image Graphic)2018P Project Number: CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. • NO ADDITIONAL TRAFFIC VOLUMES PROPOSED WITH THIS P 0. District: Magisterial g SHAWNEE MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) AUGUST , 2009 10. Any water service line must have a backflow prevention assembly (detector double check or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. * TA EN FROM ITE TRIP GENERATION 7TH EDITION Owner: Victory Road LLC y Address, Including Zip Code & Telephone No. WIN Victory Ro WINCHESTER, VA 22602 540-662-8316 DATE: 08/28/09 UTILITY CONT I CTS SCALE: NA Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 17398 P.O. Box 1877 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301 ) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Developer: SAME AS ABOVE Address, Including Zip Code & Telephone No. DESIGNED BY: TNA FILE NO. 2018P Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 HANDICAPPED PARKING NOTE SHEET 1 OF 3 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Ne:,-�' T �- A I-L PK,-> EP UT(L..--ITIE 5 -To E5F- F_ A e-- Cp A w{ u TI L- I T'r I\-( E• F_P 5; w H 1 G H E56 G fps � t tii G P-TeE. iZ.O Tc:2 ICE IN-7TAL-LeP f3-� PU-7- H , Jf1GK C?R-- [5 1P-E Mt�_:THc'C�) WITH M1tit. GoVEFL . 00 o N44 E~ rA V I< M I~ N T �� H F_ D0 �—•-G 011 - 71- 0 - Z n _ '� M - Z- A zI - 13 L-I'-' PF'-tME` GbLl6C-E SFAI_- HaTI✓ : PAUENfENT iGHEbUL_F_ SHOWN WHEEL P5ASED oN A Ml"(MUtl GI3P- VAL_uC- or- (o [_�!z VALUE LeS�; '(HAH to wlC_ gEGac-1(t2C A F_EV(-7EP PAVEME-N`f ;C_HePU(_e . I P.I.N. 64-((A))-159F I 1 I GEORGE IF JR. & CAROLYN G. GLAIZE �, �� SIOAR� BOARD AACQUE ON ZONED. M1 a TYPICAL SEE DETAILS 4 �� USE: VACANT �\ \ \\ ON SHEET 3 � I \ a - I I � .................... f I { 44 54 1 b' ID I I T I f_ I T i E 5 M ' T. _ ,:. . �.- . ' '.-: •.-:':' •.' .:':': \ ' .:: ::..':''':' ':':':'.:::.. / c� I 4 - :h •1't F . i{ ..'...... .. �.. ..'..'.'.'.....'.............'.'.........'...... / I _ .. . .. 1.'.L . .. .. .. .......... ... .^��.. �— . I ..........'............. : 1 y ........................... \\ ................... '1 \ .'-ram .... . ,� ....... ...'...._ .'.'..'. . :. .... .. .... .. ....... .... O t I .. ... .... n\e :...:: '.'.....:....' . 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GLAI4 NTI \ \ \ Z0AD: MI N,�INA0-E II s� ,I•� \ .0 \ \\ �\ I- \ ES'I I \\ \ / � `j � \ USL': CANT \ �=, MT. SAN. W. � 3 SPRUCE `�v 1 \ \ \ \ I \ \ CP / �i I I( TOP (687.36) `&8 I � 8O \ \ �o" ° & N i... P \ R=50.00 x`v ,'1✓ I \ \ \ I \ /' pR� 663 L=78.54' I ;, I \ \ \ I \ _ Top I `vim \ \ \ I l�` W '4- \ Brick Wall DROP INLET �- R=570.00 Z0' v ater Line W w w / i \ 1 tt J t J w w t J w TOP (686.31) L=60.82' w / w ®� '� k{41 �N38'228 33^ 130.00' INV. (680.63) w �,6 \ ,q — J --- - / _ INV. (680.46) `(n "` f �„ _ _ \ - - - - - - - - _ - - - - _ - _ - - - - _ 14.41 N35'58'16"W - 1$^ RCP ��� o ' ©� 684 "� \\ INDEPENDENCE DRIVE \ '���o%��=;�--��`�73 ��,m�' c� ✓ 6g� _--- r \ \ (VARLU3LE Rl ff) _-_ns-------------.-- -.- / .m - � 6'80 — .= Grass Median —.----- j-----------.—._.._.— / \ lr— �� J 1 30 -RCP 1 / /,1�`` 'DROP INIFT� V_ (6�ii _ _ — ` -6i6— TOP (684:14) ` \ -------_-_----• /--.----.----- "- - / -� TOP (684.57) - ` _ . _--INS[. 7J:13T &\ \ \ ROP INLET � TOP (686.37) INV. (673.19) INV. (681-15) r O F-I 5 H Q V Z .I imc W W o� Z o �N-"tN a •� e a � Z W W .�j ;3 OF 1'I O �f, O U TUNG ADHIKUSUMA� Lic. No. 26715 ° W jONAL W �V occ = E_, + W W W U Z V H C') W W Z Q 0 U a O W (� W Cl) W m Z 3.0 O w 04 f� O m 00 1 DATE: 08/28/09 SCALE: 1" = 30' DESIGNED BY: TNA FILE NO. 2018P SHEET 2 OF 3 v Z_ Z W W Lu "x(" WOOD POSTS T� F, >" Q Z W W o VARIES NOTE: ALL WOOD TO BE FRE55URE TREATED LUMBER 1 "x(o'' VERTICAL WOOD SL AT5 T''P. 18 CAA, BOX RIB METAL CRATE, 2"X(" T%I'P, ww PRESSURE TREATED WOOD GATE W z OR APPROVED EQUAL �"X �"X 1/�" ST��LW T�YFICAL B CN B PENCE 5ECTION IDETAIL5 w c cr TUBE FILL W1 CONCRETE o a GATE 5 HINGES PER MB Dp D INTO ,� NT5 0 MANUFACTURE'S SPEC CONCRETE FOOT INCH 1 "X& " CAP w o TYPICAL � co AA d W Ei 0 0 '-- M A A A ao OF TUNG ADHIKUSUMA� v b Lie. No. 26715 �° 1L �ss�1 lob l" ONAL I~ � V � CCS Q L W U X. GRADE _ w V w � P-1 > I I I I I I I rz�� UU� E1 � 12 Q O MIN L-J L-J L-J L-J Z CONCRETE Q4 W W o Q FOOTING Z w TYPICAL 12 3.0 � M 1 N VARIES O a cr. T�FICAL a FEET 5CARE) CN 5CAR[D GATE 74ND PENCE DETAILS NT5 DATE: 5/10/09 SCALE: NTS DESIGNED BY: TNA FILE NO. 2018P SHEET 3 OF 3 i� e;:, T � A 1-L F UTI(.-ITIEs --u� E5F- rt-AGE P LJ "[PE P-6; P-C;'UN D A I,I 1i U T- rr-v" i,• E• F P,5; w H 1 G H WWIII-W wouL-p DF cC-'�S�ING DTI✓. 7Z8 Ta E5E INSTALL-EP f3-r F U S H , .JAGV- OF_ F5 1p-C— MEF T c;-Fr WI -T H E ' MIN . Gc�V t✓ Fz- _ r14 (0 � O � I O � C--- O �A VIF-ME-:NT ��HF-Pd -G 2A 13 -5;M- - A 13 PI' tME Pc UE1 L-E 5FA L- NoTI_ : PAVEMENT SGHEbC1LE✓ SHvwrl WHt✓PE CASED CIN A M(NtML(f�f 6-b I2' VA L- U C- a I` I o ef-� Fz- VA L_U ff- LESS 71-4AN to WILL iZEQLjirze A 2EVI�5Ep PAVEMEl-l-T 4C-F4ePULLE . lXL GL 136 V �1 �. P.I.N. 64—((A))-159F GEORGE IF. JR. & CAROLYN G. GLAIZE \ ZONED: M1 3 I 1 USE: VACANTcn �\ \ TYPICAL CHAIN LINK cc FENCE SEE DETAILS ' ` 1 IZA INA GE At�� WITH SIWGLE OR DOUBLE 44 5 I 16 7' D\ - co E� x FAVEP t IZ"x E5"TAPPING SLEEvF- At-(P VA L.-VE TO BE INSTALLED BY F.C_S.A. w _ Q oz� %NC N tli fu 93. -tt EX . ftJ� . - &09 1 l� --' BENCH RR SPIKE IN POWER POLE ELEV.=692-69 I'r-OF �TAEN i-I z-E P t IHOC.1L-DEI2 I 00-m- * I Gp VE btTG•H T� pl2AIN / ARBOR DRIVE ROUTE 1000 1 1 1 1 1 Botanical Name Gommon Name Gupressocyparis x leylandii Leyland Gypr( s� �o \ CHAIN LINK FENCE \ \\ TYPICAL SEE DETAILS f SIUING GATE o U7IL4 Ti ESM 'T.:.:'.:. cri:':::.............'..:... . { I\ 1 o j N .. ......................................... -4-1 a� :� 5 ..,..'.'.'. . '. ' ......... ........ ... I bit, . • '. '.'.'. ... .'.'. :. ••' •'........... :'. • { r \ - - . . ::::.:: ��F.`'': to POLE MOUN�Eb '� 1 ......tTORAGE DE51CxNAT�D:.......'.'.. 3")!, # 1 m - VAN ACCESSIBLE 1 .1'.... A , A .'.'...'.' ......>..'...' H/C SjGN ` . ' `....... . PROPOSED ONE STORY ` ....... ......... . .. . . `;.':'•'•••••'• 3 . ... OFFICE AND MANUFACTURING BUILDING ` :: `',•� 3, L j w F.F.=693.50 t.'.:.:.:. .'.'...'.' .'. ... `D I 25 „ L ,z ' ( 3 ` GROSS FLOOR AREA �- �3 - }.'....".'. U DING.'.'.'.'.'.'.'.'.':':'.'.'........'......:...'..'.'..'. a , .....FttiRE. . f�........................... ff 1 zzao sq_Fr.. b .::f':':':' . '�. • • • • • •.•:• . • •':':':' : ::...'......:.....'.'....'.'.. . 4: H/C RAM t '.'.' '..'.'.'..•.•.. '... '......'• 1I :..- 11, i t ... � ".V.V. 0 6 n I IIa.r.'.':':':':.:'�* :':':.:':.:':':.:':.:':': m Lf) -1 I Lle' �.... .�.•.'. •.•.• �JT .4-1 Cl a..I HTihi:.A ,r t �Y b"i B' `:ME �I 77�� \ AT GP r� DE Gtxf� = . .'.'.'.'.'.. :', :': . . . .' , .. r,�..... �. T/. ........................ .... .... ... [Y, �R-, : -' ` .� i Z ;35:8 2: f 13 f c33 �{ + / 1� :•: {:(' '� ... ...".. ......... .... .... . O - ..f T.G. �_�� x,..\''... 1 lNTP�r�E F'�tN i .. " PI AN17 f>LuG 25'P c' Q 6g , y. o tin 2 w \.':':':.: : `'-.� ...'.:'. ':.. .'..:.'.'....'.'..'... :. j I �- 4J fjl.; %H ii \ J*� Z �,T'1;4.'.•.'.'.•.•.'.'.'.'.'.'.'.•,'.'.',','.',',',',',',',',1•'•'•'•'• -�F'�rp: - 'Iu h ` COPP — ::''... w RVICF V ... ..'' ... . . ......... ` STD. I- a xfv,�'..:..' ,'=� 1,�j��i. o WATE ( INE ��ih S'T Gg O o ....vrbr,6AfE .KCAL o _ o DE N _TAD':.'.... I GG-tom ... ' ; . :SEE .DETAILS . 'I tau�P, g<<x �" TEC ' .'. y :'..'.' H ... ... o ...:' 5t0 AEA A .'.. ..: ......... . �, VA -V F- ate. R C�� R� PR OSE GRA EL.'..'. ;..'.'.'�'....' .. ... '..'.... ...raIL .. . .. ...': . ' ' . ' '...'.•.•.'.I.'.'.'.'....'. r- 7-1- .:.'...'.....'.......... ..... . I.'+ '...'„_ ...............'.'....'..'...'....... '. . 4crl•'•'•'•'•'•'•'•'.�7....... . 51ze 4'-b' ht. ® plant Tqpe Remarks B 4 B 1 Fu I I to around, dense P.I.N. 64—((A))-159I VICTORY ROAD LLC ZONED: M1 USE: VACANT PRUNE CO -DOMINANT LEADERS ONLY PRUNE RUBBING OR CROSSING BRANCHES TRUNK UNLESS NECESSARY DO NOT STAKE OR WRAP REMOVE TAGS AND LABELS • 7 , 1 46 CUT AWAY ALL BALLING ROPES ROOT COLLA BE AT GRADER SHOULD / \ REMOVE TOP 1/2 OF WIRE BASKET / CHAIN LINK FENCE \ AND BURLAP FROM ROOT BALL TYPICAL SEE t3'ETAILS WIDEN AND SCORE HOLE WALLS 0 , I \ \ REMOVE CONTAINER AND l CUT CIRCLING ROOTS IF Ex SAN. M N ' CONTAINER -GROWN OR AS i I INV- = &80. 7! MUCH BURLAP AS POSSIBLE + I I Lo fl �r u, �-- -- I THIS PoRTtdrl of zo' SAN. EWER (t`P­:,M (CA TQ EX. M•H.) Tel 13E AE5ANDaNEP. � I I ATE REVISION BLOCK -09 IDENTIFIED OUTSIDE STORAGE AREA AND PROVIDE DOUBLE ROI1J8 OF LANDSCAPE SCREENING, SECURITY FENCE 2X-3X BALL DIA. LEAVE SOLID SOIL PEDESTAL - DO NOT DIG DEEPER THAN BALL DEPTH TREE PLANTING DETAIL NO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES RUNE SUCKERS 2"-3" MULCH KEPT 2"-3" AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER UNAMENDED BACKFILL SOIL WATER TO SETTLE SOIL - AREA FOR WATER DRAINAGE / I GENERAL. OWNERT 1T OR CONTRACTOR SHALL CHECK THE FIELD CONDITION TO ENSURE \ I I LOCATION OF THE PROPOSED PLANTING DOES NOT CONFLICT WITH ANY UNDERGROUND UTILITIES. 1 I P.I.N. 64 — ((A)) --159F 2. IF THERE IS ANY COWLICT WITH EXISTING UTILITES, THE OINER OR CONTRACTOR G.EORGE W, JR. & CAROLYN G. GLAIZE WALL MAKE ANY NECESSARY ADJUSTMENT AND SHALL SATISFY THE COUNTY \ /I REGULATION FOR LANDSCAPE SCREENINGS PURPOSE. I ZONED: M 1 3. THE OWNER OR LEASE OWNER SHALL MAINTAIN THE LANDSCAPE SCREENING. ANY USE: VACANT DEAD TREE SHALL BE REPLACE ACCORDINGLY. \ \ 4. WHEN THE OWNER IS READY TO BUILD THE PHASE 2 BUILDIWG EXPANSION, THE 7e 1. ,, PPap• - \ DESIGNATED STORAGE AREA U11LL REDUCE IN SIRE TO COMPENSATE THE REGILIIRED 4i...'.'.......'..................... .... EX'. NV. _ / D_ (. 3-� N. , Ek...ER ..L r1T....:... ...... - • •. r...... / \ I i \ PARKING. T G. 6 `�� v INV -68t,. :... .:'....'.'.:...;......'............'.'....:.:.................. :.'R •'P" lU l S71 R 1 NC E. EX . ! 8" R-Gf' , ', 68�G.9 s - -- � � - - - \ - _._.� � � 'v g • .Q , '"`• ' \ o %f+TAB C 1- vs � I . U z wv w wv 0 a G o \ Izo a � Ga� \ I 'T`' _ TUNG NIKI ' iUKUSUMA9 \ ' 3" PINE `~ I �V. = t30 \ `~- — �'� `,` -~ _ i -- / — — — l — — S I FP -OP. 5E /IGE pITGH ouT \ aS`�. \ �•. \ ` TAPTol' 1N5TAU t] Lic. No. 26r15 `' _ ��2� l � o �YZPICAL CHAIN LINK FENCE •,���,_,c. _ j � � \ SEE DETAILS_�Y �. c5. ,e,\ \ I ss ,1 o X RA, ekiJ_ , s��" \ \ I i ZONAL ;,moo — `P,�OPOSED C� q '' DRAINAGE EASEMENT \ y \ I \ \1�• �r� i `` LOT 11 SI FE ` r— 6&6 I. `� 3" SIIRUCEI 690� PROPO�Di BY O\-�ERS \ .r ~-- \ I �� o / ► N N 01 CD 1 a 692 i GVi II \ A \ LOT fi ,96 ,—'6 \ P.I.N. 4—((A)�,159J \\ �`� \�'\ STOP-M WA-T it k 9¢ _ GEORG. TV. JR.�& CAROLYN G. GLAD `\ MA IAGEMI-N� ZOI'D: M 1 ` . \ I \S 5-To(zM \ \ \ 1, �RAINPG-E I fi �9\ \ USE: V� CANT SPRUCE I `\ ` ,� \ \ I \ \680 \ \ 0 RG��40 / P Oi � \ I � TOP (687.36) 1-1 -4 I \ I \ \ 3 6 \ R=50.00' !A�- L=78.54' I I `\ `� I `� I \`�,� \ so?�_7" \ Brick Wof I / 1 I 0.11011 FH DROP INLET -)— 20, 3ter Une Eslli t \ \ c`ri I J .� / 8 S�CI �-. w — R=570.00 � � i w w w r, y -_ �' / TOP (686.31) „1 ` 1 r(C� w w w JINN (680.63) w L=60.8Z w crrJ N38'228 33" 130.00 — — — — �` o — — — / INV. (660.46) `fir✓ 114. �--- — — e �\------- _ — — — —— ---, _-- 9N35'58'16"W _``�— " RCP � � , ` INDEPENDENCE DRIVE _ — _ -- — — — — \ (VARIABLE RI F-) 600 Grass Median \ J r --=--- _—.--------__._— — — — — ' DROP INLET I� V (6 871— — — C 676—- / TOP (684.'1 4) \ \ l \ / / ,._ _ _ '"~ ..i ._.. � •'— TOP (684.57) ..-- / � -ZING (677.09) -�_----------------------._.'- _ r —,((� ; ROP INLET ({ j ' - —IALV- _67.3 13f '' 678 \ \ TOP (686,37) INV. (673.19) INV. (661.15) / 680r C 7 LLJ N rra i Lj Z CIA N f w Q �� cc" n l z �� of r t LC) L- U L LL t; U) Lo L L a� ,, `nn C � � L C o C :1 Li U) C� Q 0 Q 0 CL Q z 0+ ,a U) L L� W qJ Qj W r' dJ Q I LL- > r_ Q O C-) ft� L - L' u7 0.- 1. (L Q Q Li LL O = j,_! c) w Q -* J F-< (1 d rr z�I,. Q 0 ti. Q i� G) z L Ld (A t rr W Lz DATE: 03/05/97 SCALE: 1 " = 30' DESIGNED BY: MI)S JOB NO. 5747 SHEET 2 0F r_, Its Z c 2c rc W W N , 2cN N Lu >' 3 TOP OF CONCRETE 1 1 SINGLE SWING GATE U1 T I, �L,�-i� .. --- X X 4 W GATEPOST BARBED WIRE ,\ FOR SLIOING GATE FOR SLIDING , GAL Y AN I ZE ID STEEL ANGLE W GATE SUPPORT I W1 ANCHORS 0 1' O.C. Oro CHAM C �T� TO GATE _ TRACK -- _ L ME POST h n b Lwc Fae�c � FRAME BRACKET , �s 6 -0 LATCH TRACK WI -EELS 1-J" OD. w w i GALVANIZED w TRUSS PIPE TRACK z z ROD w w GATE POST i z� - GROUND V-GROOVE , ( DIA WHEEL ADJUSTABLE ` GATE - O cn ELE TRUSS RODS TRACK W � SINGLE SL Ip ING GATE GATE TRACK DETAIL N.T.S. N.T.S. A F0 �CO cQ y NO. 11 GAUGE t 1" BEVELED GALVANIZED H OF o fir HEIGHT OF BRACE SHALL STEEL BAND WITH IN ACCORDANCE WITH BE 3 STRANDS BARBED WIRE � v TOG NM ADHIKUSUM5- II - 0 ' _ 0II BOLT AND NUT MANUFACTURER'S SPECIFICATIONS t Lic. No. 26715 1/0 — --r—r—r—r--r—r--r—r---r--r— --r—r rr—r—r—r—r—r r—r—r-- --r—r— AL —r—r—r—r—r—r—v—r—r—r—r--r—r— —r—r— v i ONE TENSION WIRE S„ TOP RAIL TI 3/a" MIN \ CLIP EACH LINE POLE --1-­L INE POST I (NO.6 GAUGE MIN.) :GROUND ROUND ROD I I I I 3/S II MIN I I 3' _ O II 3, _ � II 6'-0" WIRE FABRIC PER <cLEARANCE CONCRETE ROUND ROD I I SPECIFICATION t3" MAX co SIZE AS SHOI,UN 1 FOOT ING SIZE AS SHOUJN TENSION WIRE NO -1 GAUGE GALVANIZED SPRING i" MIN U) COIL WIRE U 1411 � ,{ 1-04 - , `'t I I -�- 1211 2 I I -��I 1-14- 12 I I , STRETCHED OUT W Q TYPICAL SINGLE 6WINC3 C;ATE TYPICAL DOUBLE &WING GATE I I \ i i i I a z �"' Lu � 3,_6�, END CORNER OR i i TYPICAL SPACING BETWEEN ALL I I Q W H GATE POST L INE POSTS I I U L INE BRACE - SHALL SE USED WHEN VERTICAL ALIGNMENT CHANGES 15 °. 10'IMAx) 10'(MAx) � � (MAX SPACING 500') 12 --10 --�- ��----10 Z (D ,� Lu z n o - SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS CONCRETE 3/8" MIN ROUND ROD co o Z W CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15 ° FOOTING WITH TURNBUCKLE m w o OR MORE z Q W W - SHALL 8E AS DETAILED ABOVE WITH 5RACING IN BOTH DIRECTIONS CHAIN LINK FENCE p TAJ > � Q w TYPICAL CHAINLINK NC IN5TALLATION .TYPICAL N.T.S. z cn —W � o � N.T.S. z W Z a DATE: 08/28/09 SCALE: NTS DESIGNED BY: TNA FILE NO. 2018P SHEET 2A OF 5 �e-,:,TF-: A l.-L- r I...ITfL—I_I.'IE5 Jo E5 F_ Est_ A,,-'-- E D LJ 14 P eP-(; P-C;'U N C� A N �( u •T+ t...- I T'I' N� ED � w �---� I G H VVI--'IIGH woU�.a �s� ��S�IN� P-TE- . 7 Z 0 `l 0 E IE ( f` `5, TA L- L- E D f3-r PU e7- H , ,JAC-14 OF- f3k�P•-C MIN. G�aVEf� . � V F-, V-4 rA VF_ME NT 45GHEPdI_-C Vy,?; -2-1 - 13 PF�1ME '!F tic15L-e SEAt- NoTe : F'A\/EMENT SCHEDULE SHowN WHeR6 oN A Mtt-IIM�[tif Gar- vALu6 ©E= Io e�, Iz vyLUE Le SS THAN I© WILL EzEG2L1112e- A f;.EVISEp PAVEMENT 4C_F4✓PULE . Ne; u r� \� 1 GL 136 P.I.N. 64 - ((A)) -159F i GEORGE TY. JR. & CAROLYN G. GLAIZE i 1 ZONED: M1 1 l USE: VACANT III \ ff \ I \ TYPICAL CHAIN LINK I I `�I FENCE SEE DETAILS WITH SINGLE OR DOUBLE r O u ILIT 5 +. I: x PAVED t1iI�N j tI Ile &vt d13•4 I o I Z " �- E5"TAPPIt-1G \/A L\(C TO BE INSTALLED BY F.C.S.A. w oil IL 2� W �3. -t EX . IN . BENCHMARK RR SPIKE IN POWER POLE ELEV.=692.69 F F-OCF'. 5TAE31(—I Z-E P —. 15;HO JL.DEF- N cTE. DE-TGF { Tt' ARBOR DRIVE ROUTE 1000 Botanical Name Common Name Gupressocyparis x leylandii Leyland Cypr( � o \ CHAIN LINK FENCE \ \\ TYPICAL SEE DETAILS Size 4'-b' ht. ® slant Twpe Remarks B 4 B Fu I I to qround, dense DATE REVISION BLOCK 08-13-M IDENTIFIED OUTSIDE STORAGE AREA AND PROVIDE DOUBLE ROWS OF LANDSCAPE SCREENING, SECURITY FENCE PRUNE CO -DOMINANT LEADERS ONLY PRUNE RUBBING OR CROSSING BRANCHES TRUNK UNLESS NECESSARY DO NOT STAKE OR WRAP REMOVE TAGS AND LABELS \ \\ CUT AWAY ALL BALLING ROPES 46 / ROOT COLLAR SHOULD / cL BE AT GRADE / CHAIN LINK FENCE ` REMOVE TOP 112 OF WIRE BASKET / TYPICAL SEE DETAILS 1 AND BURLAP FROM ROOT BALL 1 WIDEN AND SCORE HOLE WALLS o I } \ REMOVE CONTAINER AND l CUT CIRCLING ROOTS IF -r . - 6, N. ^�z '� r (. CONTAINER -GROWN OR AS INV- = 6a6v. 717 MUCH BURLAP AS POSSIBLE !� � ll U, ' �--- ____ I � THIS Pv R•TI � rI a F Zo' SA ti► . EWER (Fl�ot�t M•H• (CIA Ta I~X . M.H.) Te, 6E AE�,ANP-NED . P.I.N. 64-((A))-159I VICTORY ROAD L L C ZONED: M1 USE: VACANT amm- wMmMI -mm 2X-3X BALL DIA. LEAVE SOLID SOIL PEDESTAL - DO NOT DIG DEEPER THAN BALL DEPTH TREE PLANTING DETAIL NO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS - PRUNE BROKEN BRANCHES RUNE SUCKER 2"-3" MULCH KEPT — 2"-3" AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER UNAMENDED BACKFILL SOIL l' WATER TO SETTLE SOIL - AREA FOR WATER DRAINAGE / / l GENERAL NOTE: I i. THE OWNER OR CONTRACTOR SHALL CHECK THE FIELD CONDITION TO ENSURE \ I I LOCATION OF THE PROPOSED PLANTING DOES NOT CONFLICT WITH ANY UNDERSROUND UTILITIES. P.I.N. 64-- ((A)) --159F 2. IF THERE IS ANY WNFLICT WITH EXISTNG UTILITES, THE OWNER OR CONTRACTOR GEORGE W. JR, & CAROLYN G. GLAIZE SHALL MAKE ANY NECESSARY ADJUSTMENT AND SHALL SATISFY THE COUNTY REGULATION FOR LANDSCAPE SCREENING PURPOSE. \ I \ ZONED: MI 3. THE OWNER OR LEASE OWNER SHALL MAINTAIN THE LANDSCAPE SCREENING. ANY USE: VACANT DEAD TREE SHALL BE REPLACE ACCORDINGLY. \ \ 4. WHEN THE OWNER IS READY TO BUILD THE PHASE 2 BUILDING EXPANSION, THE DESIGNATED STORAGE AREA WILL REDUCE IN SIZE TO COMPENSATE THE REQUIRED oF� \ i 1 1 690 WOW P MA14H I._ I. Nf TUNG NIIU HIKU �� ` a i J y Uc. No. 26715 SUe 1 ' 6�3.%(0 .13" PINE pITGH OuT \\ o g0 \\ ,�� — \ \ TAP To[ IIN - � STAZ_1-ED � �j 2 GO 1 PRE lo'- I r3" fzGP I-S% \ CHAIN LINK FENCE �-�� \ E3Y l=.c.5. /-a . l��e. 84- LYPICAL SEE DETAILS \ \ \ ��� _ - \ ` - - \ I IW �I X ma== = _ �__' 6�— _�__ ---�,-------� \ `sa�� \ I `�IDNAL -ar'' j \ i \ "•. R FRS .,; PROPOSED MENT DRAINAGE \ \{ \ r { Zp ' EASEMENT \ \ \ I \\LOT 11 SI E \\ I � �' -- 682 t \ ° I 6g0PROPO�S�D; BY O�ERS 3" SI�RUCE � ` cd } i i 69cv 2 LOT fi \ \\ \'' -. \\\ �6a o// }/QIr cli\ e _ - -69 \ P. N. �¢-((A.��� 159J \ \ � \ STdP-M VVA7 I r-�� \ ¢, \ GEORGk\ Ty. JR. & CAROLYN G. GLAI�,F�' \ \ I\ \SAs cFEMMENTI ZO,1 VD: M1 n 9USLCANT \M'T. \ g \ � 5AN. MH. 3" SPRUCE `� \ } \ \ \ \ \ \ \ \ 168 \ \ " GP 0 TOP (687-36) ��'\ \ f N � \ R=So.aa' �� I R-Z, 4 j `\ � � \ I � �• \ i \ \ \ I � %� ��°4�;a� �°�1 - o �� /J � � 1 \ \ W 1 Brick Wat { / 1 1 I \ I �\ FH 698 — _ — — � � I G �- SE // � � j \ — f / DROP INLET �- L1ne Esm t \ / �� \ ' WV 20' ater ( R=570.00 w w w w -- ` ` / TOP (686.31) 3 \ �\\ 1 �(f? t w w w- + rrc~ INV. (68D.fi3) w L=6a.8Z w a�J W s,.* i (✓ \ \ �� N38_Z8 33" 130.00 — — _ _ W; --r=--------��41CP o N3558l6,WWV _ Env \ INDEPENDENCE DRIVE \ - �`" _ _ _ - �-� - I mac-, J � � J � ( f -•� 8z _ ` `- ` / - \ \ (VARIABLE R/TF)6,80 CL 11 `{ Grass Median 1 �.- �-_ _- - -_ ---/ ---- ---/ / r 30 XP V (6�6 �-='IDROP INLE /67.- 6 TOP (68<14) - T , - - - - - !- _ - - - _ - __ - TOP 684.57) -- f (677.09) ROP INLET -/ JALTC (673 1) 1 - \ TOP (686.37) 101 1 ____ - - _ :•:.:.:• J l ..... ' APPROIX^ IMATE..:....::........:...:....:..:.'.....a..:'.'. y j ` ,.. i ; Ir I P()LE MOUN�Eb 1 ; 1J�SI�1`lf-1T� 3.. I $ l m VAN AC &S-9IBLE } 1...... �=- Fm a T a i; H/C SIGN / �, : . r inl / I PROPOSED ONE STORY 1:•'•'•'•'•:.'.'•'.'.'.'.'.'..'...'..'.'.'.'.'....'.'.'..:'.. �.'.'.'..'.'...'.'..'... ... . OFFICE AND MANUFACTURING BUILDING �"' ' ; Lj w F.F.=693.5Q (.'.'.'.'.'.. .'..'.'....'..'......... .....'. CO 25 I+9 L bi { �3,` c� I GROSS FLOOR AREA la �3 -.':':':'.':':'.flETUfZE'.'Ufr)ING.'..' • ......:'..:':'.'.::'..:'.'.'::':':'.'. ` r 12200 SR.FT.. } G 7 F i:I'" 1 T. 11 2/ t14' 0 1.: " / H C RAM } ...�......... _ 1......'............... �, rA y y I :::. .'..'............ ..a] r: T...::.'.: ` . j. x 1 {�FMI _ . _ A al .� �.I"...... .. ..:.. Q''' 1 H7 ....... . . ''A w _ LLJ I ATGP-Ac'E .... . . © -.... ?I TG. - .v. r :/,� -i..Y _ -f• I �i 1 itf\ v./. ? •••••••-f.• I ....•..................................... \::: M = 25 9 r,' ..: as W Q 2 ti••'•'\'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'.':'.'.'.. 1-1 : If _ \ `' + . Z \ \ Q ...� .... . :.;.....: • • cop RVICF cn _ I G o. STD. - - - �►� `�- ....� _ .� _ :.� .. �4PP ,' XIM,4T ..•y• ..::.. f. 1 ` P�oP_ sue' WATE c INE Eyr t 690, 9 a o G �� .... - . •,1b1- : sL ID ING GAT1= Y CAL o .:: D E-S1 GN _ T E D f bl _ .1 t� .o ' : SEE .DETAILS.1 � PROP. 8' x (o' TEE : ... . i .. .. :. . i5Ii _ - _CIL PR OSE GRAN EL " ......:..'..'�'....' g3�-7-G. .'....'.'.'....'.'................'�:...... ............... ................'.....'.' :.......,... ..... . ... .....''R.U ... ....7e i . NC k- W C14 L, w ua Z N -�• N i � lu a� 1 W Q `c' rn .._I °' I z oc ( ( J _r_ U S l!) n- �x C� I- r; U3 L., -p C aJ C o C 7 LLI v) 0 CU W L Z 0 Q �- W fY � _ vOj v w W �l d, ail �9 DATE: 03/05/97 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET 2 OF C, mum 31��11 31��11 v Z co Z W W 4 '� b W Q � h OP OF CONCRETE- ,II x III x i II Z SINGLE SWNG GATE5A5 GATE POST BARBED WIRE - U I 5�. - - I GALvANIZ D STEEL ANGLE W FOR SLIDING GATE FOR SLIDMG GATE suPPORT ! UJ/ ANCHO 5 @ I 1 O.C. CNAN Lw FABRIC GROUND ELEVATION - FABRIC TO MATC 4 FENCE , - LATCH I `-3/51, MIN I I ROUND ROD S 1 ZE As 5HOWN 1411 TYPICAL. SINGLE SLUING GATE V-GROOVE WHEEL 15'-0' S I I �I � I V.T.S. Y CONCRETE FOOTING 1411 Y GATE TRACK --� FRAME BRACKET 40 TRACK ;)--- WHEELS `\� I -I" O.D. / I GALVANIZED i PIPE TRACK GATE POST - o OIA. \\ GATE ADJUSTABLE -TRACK TRUSS RODS TYPICAL DOUBLE &WING GATE LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CI-lANCsES 15'. (MAX SPACING 500') - SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT GNANCxES 15' OR MORE - SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS TYPICAL CHAIN LINK FENCE INSTALLATION N.T.S. O /I 31_(oII NO. 11 GAUGE < V BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT — 7 3'-611 C.AVINt-Irw =. 1 I= FOOTING GATE TRACK DETAIL N.T.S. HEIGHT OF BRACE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS /V" MIN KUUNL) KUL� WITH TURNBUCKLE ICAL CHAIN LINK F 3 STRANDS BARBED WIRE X X <CLEARANCE <3° MAX Idow rOp v TUNG NM ADHIKUSUMA5: Lic. No. 28715 � ZONAL _ U1 H — Q = w C' a z W Q w H W E-1 x z Q) w E-4 Z z Q o z W m w xa/ H Z c W — w o U z w Z a DATE: 08/28/09 SCALE: NTS DESIGNED BY: TNA FILE NO. 2018P SHEET 2A OF 5