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HomeMy WebLinkAbout072-98 VDO-Yazaki Corp. - Stonewall - Backfile (2)I CSNERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - - - _ _ 33 - - - SCALE 1„= !� _ 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Methods and materials used in the consitruction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. Measures to control erosion and siltatiorn, including detention ponds serving as silt basins during construction, must be provided prior to issuance of t-he site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. A permit must be obtained from the Offfice of the Resident Engineer, p g Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatiwes, and Representatives of the Virginia Department of Transportation VDOT to determine if and where uardl rail and of paved ditches will be needed. The developer will be (VDOT) 9 / P P responsible for providing guardrail and aved ditches as determined b this joint inspection." Refer to P P 9 9 P Y J P Virginia Department of Transportation (V'DOT) Guard Rail and Paved Ditch Specifications. An approved set of plans and all applicalble permits must be available at the construction site. Also, a representative of the developer must be available at all times. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less than 10 will require revised pavement section prepared b Greenwa Engineering and approved. b the owner. q P P P Y Y 9� 9 PP Y 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. V1. V2. V3. V4. V5. V6. V7. V8. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. Y g When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, Section 104.04-C. y 1994 (or latest edition of) Road & Bridge Specifications, Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. If required by the local VDOT Residency Office, a pre construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT - PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FENCE LINE �"-®-- ---�-330 40 --_ EX E/P PROP E/P EX C&G = PROP C&G T F T n EX. 15 RCP PROP. 15" RCP i - - _ s P P G - -__ X X X X X X X # �11 ? m �� �p�T p n Q ��jOT� m lei P �D• ,Ck �U! �D _._ �/• ` 0 Z L�LJ W Z - z- W Q z Lii LLj� 0 W Z N Q 0 N � Q Z Z0 �- > C) - � Z 0 w � U L-) Z o u7 00 - I a N ) Q CI N 3 N �� 0) a) W ,, Z 0 O = J J X Q " � w Q 1 I- LL w PROJECT INFORMATION � a cn co %- q) 0 �> L�JO STREET ADDRESS 188 BROOKS ROAD WINCHESTER, VA 22603 MAGISTERIAL DISTRICT STONEWALL PARCEL IDENTIFICATION NO. 54-((4))-4A & 3 CC0P45501-10A7L=P) LOT AREA 16.927 AC 11. 12. 13. 14. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 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_ The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free condition at all times. *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.. V9. V10. V11. in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. All water and sewer lines within existingor proposed VDOT right-of-way are to have �� P P g Y minimum 36 cover and, when possible, to be installed under roadway drainage facilities. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q 9 Y g PP Y EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER HANDICAP RAMP (CG-12) LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION -0- D&I w 6 W o DISTURBED AREA 5,160 S.F. CURRENT ZONING M1 CURRENT USE MANUFACTURING & WAREHOUSE PROPOSED USE MANUFACTURING & WAREHOUSE SETBACKS - BUILDING: FRONT: 75' SIDE: 25 ' REAR: 25' = = BUILDING HEIGHT: MAXIMUk1 ALLOWED 60' PROPOSED 18'DENOTES SIGNS: NONE PROPOSED ° ° 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 OUTDOOR LIGHTING: WALL MOUNTED , ►��"i1 16. 17. 18. 19. 20. 21. 22. 23. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the ex:act horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shiall inform the engineer of any conflicts arising from his existing utility verification and the proposed consitruction. The developer will 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. When grading is proposed within easements of utilities, letters of permission from all involved companies 9 9 P P P P must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 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. 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, th owner and engineer must be notified immediately. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VT�vI-1 as applicable. Density shall be certified by 6 registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it ;should supersede the requirements in this note. Contractors shall notify operators who maiintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days„ but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines V13. All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required b the local VDOT Residency Office, copies of all invoices for materials within q Y Y P an dedicated street ri ht-of-wa must be provided to the VDOT Ins Inspector riot to Y right-of-way P P P acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account b bl i receivable ass. SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE 12 6 712.0 _ %� > �� 15 OAK 15" PINE A PARKING CALCULATIONS REQUIRED PARKING OFFICE = 1 PER 250 S.F. MANUFACTURING = 3 PER 4 EMPLOYEES WAREHOUSE = 1 PER EMPLOYEE = 342 S.S. = 149 SPACES REQ. OFFICE AREA 37, , MANUFACTURING = 280 EMPLOYEES = 210 SPACES REQ. WAREHOUSE = 16 EMPLOYEES = 16 SPACES REQ. TOTAL SPACE,."REQ. = 375 TOTAL H C S','k?,ICES REQ = 8 / H L PACES = 512 TOTAL EXIST TOTAL H/C SPACES == 4 (VAN ACCESSIBLE) TOTAL SPACES LOST TO NEW CONSTRUCTION = 62 EXIST SPACES REMAINING = 450 PROP H/C SPACES = 4 TOTAL H /C SPACES = 8 EXISTING VISTOR SPACES = 10 + 1 H/C Q E-H -- Q C� � '� ~ a Q ~' W �D � Q Q W W O 12 , � ,� �1 � C E-+ �(� '-' � > E-+ Q E--4 0 U O E-+ Ui Q W TRIP GENERA TION DA TA CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. U� e Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 THIS REVISION AFFECT TRIP WILL NOT GENERA ON (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 FCSA CONSTRUCTION NOTES (301) 954-6282 MISS UTILITY 1-800-257-7777 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 ; E .:,..��..�.�.r�_ ..� � / ._.• U�� 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. P.O. Box 2400 VA Winchester, VA 2260� (540) 869-1111 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. DATE REVISION VEAL C®V �R SHEET 4. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. b MARK D. S H � �°' Project Name: V , I] , F1, NORTH A M E R I C A J I I L� � (� L� � l� Owner: Address, Including Zip Code &Telephone No. 188 BROOKE ROAD V,D,❑, NORTH AMERICA,, L,L,C, WINCHESTER, VIRGINIA 22603 (540) 678-2077 5. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicaton for services must be made and fees paid. No.022837 p ��'S" ���� `SjONAL Developer: Address, Including Zip Code & Telephone No. SAME AS ABOVE SHEET INDEX 6. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of Engineer Certifying Plan: Address, Including Zip Code & Telephone No. is work. 151 WINDY HILL LANE GREENWAY ENGINES G WINCHESTER, VA 22602 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 17(540) 662-4185 8. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE_ APPROVAL DATE: 11 -24-98 SCALE: IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Z NING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET 1 OF 3 I CONS ��.U��IO// NSA COW 5-mucnew MMw irWy Hew 0w b nsaft at iE mdWiOsa Mft trbw ply'fw liw Iv ��:I �ddl: ilr MRt W w�i�wb d 1V )I�IEbReiok Dory► SritNio� AYV�iq. V-s AC. k— �►d �' SD1:0• MM smA OMr EC�y eNcrFrc c , CQAl..S7�CUCT/O�t/ 7i4M/ED /At /. 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OF- S f 109 kl IV, WA ZL of PP-C6157- Exra�Ov�/D PouQE� � (/ALL '�v� 4'-O`1 (!�� ,PIP - 1'5'/LTE2 Cl- 07Y G/NE ^o PPoP G'' Cotic�eETE ' 4-000 05l �.r//FM �CCTIC1\/ A -A N. T. 5, NOTE: STABILITY OF FOOTING LOADS AND 6" RIP -RAP PLACEMENT TO BE VERIFIED BY GEOTECHNICAL ENGINEER EX. IA,A1VlJicAC T oR71M� ,BL06, PROP. WARE14OUSE ADDlT ON F. F. a 7131 H a IN z160 5Q, FT, r� 1 -VAEW= - nit i. ��4I - i���• O ' _ _ _ � .- i i p��6 �6 ,1„' 5L3E_ SEGT/0NA A ' d 1 ' I I_ t PgoP, 60AIC, R N!P t �X C�NG•. !it/L�LK /ANO/CA P 4ZA Nl P �•X. 8" WATEK LINE w. 1611 A 05 5TOFZM EX. Dj: . 7OP = 707, 90 /Z', Pvc In/V. = 705, 40 = 708 . 6p6l OUT = 709.44- N 0 T E S 1. All finished lumber shall be 2" x 4" minimum. 2. A mastic seal shall be provided, as shown, to prevent sediment laden water escaping untreated beneath silt fence installation. 3. Silt fence fabric shall be taut and securely sLopled to face of upright supports. 4. Nails used to secure boards to pavement shall be 20d x 4" minimum length. 5. Application design and materials criteria shall be as stated in the Maryland Standards and Specifications for Soil Erosion and Sediment Control. OL on�Y- Cc)' SILT FENCE INSTALLATION 011il� �`S &VCt' Ai"vnl I ON ASPHALT PAVEMENT 6M51dNAW 5b0' 11YFNT 0X7k- ft Z665ND 5 P1ZOP 5L7- FEVCE SIP 10PJP, CVLVER7- /NZET PeoTECi/ON EROSION AND SEDIMENTATION 1. DRAINAGE DITCHES AND SEDIMENT BARRIER MUST BE INSTALLED AT THE BEGINNING OF LAND DISTURBING ACTIVITY. 2. ALL DISTURBED AREAS TO BE REVEGETATED AS SOON AS POSSIBLE AFTER GRADING. 3. SEDIMENT BARRIERS AND ACCUMULATED SILT TO BE REMOVED AFTER DISTURBED AREA IS REVEGETATED OR STABILIZED. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. i■ W Z CD ZUJ 4�� 1� �A W z�� 004 04 W 'i 9 V) k DATE: !/ - Z4 - 98 Ste: " =� zo' DESIGNED BY - SHEET 0 OF 3 0 B C D) , 1 ITI I T F 7� ' f I Z VIDO FORTH AMERICA O __-___-_-_ - _ �� WINCHESTER PLANT PLAN i I ----- - (EXISTING LAYOUT) i Company: FEMA ' Use: Call Center - Office Approx Sf: 33,000 `W 1� - --- --- - - - ---- Use Group =B------- ------+----------- Employees = 350 `r .�:.. I.,... \ Tw II Company: Peppers Customs ______ ______ ___—e—_—_—_—_—_ Use: Light Manufacturing 2 y. P 2 I Com an FEMA ., Approx Sf. 3,000 �------- Use: Warehouse I Use Group = F2 Approx Si 7,400 I Employees = 4 RAW I I 3 -- -----------------------e------- — —Use Group=F1�� Employees = 1 I I � t t i I ZJ'N -{ (-- -- -- -------------1-----------J,----------1. ------ �; ,.tuft" Use Group = S2 �mployees = 2 I -----_ ( MEZZANINB ) Use Group = B , Employees = 20 _---_-_-_- i Company: Utilities Products Inc. Use: Light Manufacturing ( -� Approx Sf: 6,200 {' Use Group = F 1 Employees = 5 r-- - ---- -- --- ------------— - — - — - — - — --- - — - - -- --- - Company: Worldwide Automotive Use: Warehousing Approx Sf: 50,000 Use Group = S2 IEmployees = 2 Company: Winchester Cold StorageUse: Warehousing Approx Sf: 70,000 Use Group = S2 ' I Employees = 2 j t - 0j) I I - t _ _ I -- --- ---- ---- --- ---- �I at I I 1 - -_-------------------------------------- '� �{ '' -- / I's t ( 1 t 1 J . b , I I I t DATE 06-14-00 SCALE 1:192 1 /16" = 1 FT Company: Winchester Cold Storage --- ----- ---- ----- Use: Office Approx Sf: 25,400 , I , Use Group = B mployees = 20 , (14--------- -- - - - - - ------------------------ --- - 4J --- ---- ---- ----- --- I J 1 ---------- I ---------- I --------- !------_--- --- 1 ` ' \9 , I 16 - - -- ------------- 16 II aTORES , G GrEN sraaAGe01C D E (�) EAT Q Use Group = S2 ---__-- Dmployees = 2 01 9L0 M Company: Se bolt & Associates Use: Light Manufacturing ----- Approx Sf. 3,100 - —_ 'Use Group = F2 Employees = 7 r r 'jFjV4U EEI - - -- -- - '-- -- - ' -----� ® FOW MOLDING muac GARAGE 6D GONT TOTE STORAGE CONTAIN ,ENT CENTERLiWE OF PAVEMENT EP O BL _ BoLbWD CO = SAWTARY SEWER CLEANOUT CONC. C&G = CONCRETE CURB AND GUTTER E:D Df = STORM DRAIN INLET STRUCTURE --- EP EDGE OF PAVEMENT �• FH FIRE HYDRANT �---- GW r GUY WERE o IRF = T/2' IRON REB}A�R FOUND o IRS = 112" If�CMIV RFR4 WTH YELLOW PLAJTiC COIF SE 4 LP = LAMP PULE O MH = SANITARY SEWER MANHOLE' 0 PKF = P-K NAIL FOUND IN ASPHALT � PP - AERIAL POWER, TELEPHONE OR OTHER UTILITY POLE • WM=WA TER METER a WY = WATER VALVE ---� - = OVERHEAD UTILITY WIRES - s CHAINUNK FENCE Cu RVE DATA s 65000,000 E BROOKE ROAD VA, ROUTE 1322- 60' Rlw �. ` lY mil /* *0' F' Sg t. THE` BOUNDARY INFORM RON SHOWN HEREON IS BASED ON A cuRRENr FIELD SURVEY BY THIS FIRM', 2. rAX PARCEL 54--4-1 REPRESENTS .ALL OF "PARCEL ONE" CONVEM 0 TO VDO-YA,7AKI CORPORATION 9Y DEED DATED JdWUARY 7, 1987 OF RECORD IN THE FREOERICK COUNTY CIRCUIT COURT CLERIC'S OFF7CE IN NEED BOOK 640 Ar PAGE 726, LESS A PORTION CONVEYED TO FHE COMMONWEALrH OF VIRGINL4 BY DEED GATED MARCH 3, 1958 OF RECORD IN PEED BOOK 680 AT PACE 530. rAx PmdL &4--4-3 PEPF?LfftV� ALL OF Thl CONS LIDATED TAX PARCEL . 4;=A:=J CON50LICATED BY VOQ NORTH AMERICA, L.L.C. BY AGREEMENT &ATED MARCH 25, 1999 OF RECORD IN SAID CLERK'S OFFICE IN DEED BOOK 934 AT PACE 1006, TAX PARCEL 54-4-4 REPRESENTS ALL OF THE LAND CONVEYED TO VVO-YAZAKI CORPORATION eY DEED CW TED AUGUST T 29, 1989 OF RECORD IN SAILS CLERKS OFFICE IN DEED BOOK 724 AT PAGE 272. VOO-YAIAKI CORPORATION SUBSEQUENTLY CHANGED THE NAME OF SAID CORPORATON rO VOO NORTH AMERICA, INC. BY AMENDMENT OF RECORD IN DEED BOOK 934 Ar PAGE 1006 AND THEN SUBSEQUENTLY WAS MERGED INTO VDO NORTH AMERICA, L.L_C 6Y CERTIFICA4rf OF MERGER OF RECORD IN OEEO BOOK 934 AT PAGE 1011. J. NO TITLE REPORT FURNISHED. CASEMENTS MAY EXIST WHICH ARE NOT SHOWN. 4. PROPERTY ,TOWN HEREON IS SUBJECT rO AN EASEMENT FOR UNDERGROUND TELEPHONE LINES TO C&P TELEPHONE CO. Of RECORD IN DECO 800K 574 AT PACE Z01. N f2'2J'10" w �1 4 5. PROPERrY SHOWN HEREON IS SURSCT rO AN EASEMENT FOR UNDERGROUND POWER LINES TO ,POTOMAC 4l0 ��q 60 0 60 EDISON CO. OF RECORD IN DE•Ea BOOK 48IJ AT PAGE I 16 , 'v GRAPI�IC SCALE (�N FEET) $ ,r IMP OvERxE:aO UTILITY --•�"" �� ,� '` ' " GAS UNE , RKCR r FP r Gw rr arrmuer rnrcniv r*n � � LIM ftWT?%FR �tr ti r G4S LINE MARKER Ov wy r GV wv 1 LOT 4 TAX PARCEL 54-4-4 7.0957 ACRES j S 4JV2'38' f 7. 0 r�t�€NOOAH GAS CO. FASE,4 r e 45 pc 1665 20' CAS CASEMENT SWI40WOCAH W CO, 06 49.3 IG 249 qv 4(j 0 z cc UA z z obw ox 39 z w la cc 2 i C 0 z _ : Q �e --•— t) tL La W z LL z < < U > u oV) I ...J W 0 ry 0 :D 0 C) z 0 cn > ua DATE. MAY 27, 2002 SCALE: 1" = 60' DRAWN €3Y. RAE w FILE NO, 2311 SHEET 1 OF 1 C)S-