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Home My WebLink About013-97 Spahr Corp. LTD. (offices-warehouses) - Gainesboro - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP ;r EXISTING INTERMEDIATE CONTOUR ------------- 33 _---------`-�- SCALE 1"=_ zoo o 00 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 latest editions of the Virginia Department of EXISTING INDEX CONTOUR - - - - - - 330 N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion N 00 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 M`G,S, _ 0(I \k� F� �.D LJ o :� rn 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a licable. In the event of conflict between an of these standards, s ecifications or PP y P EXISTING EDGE OF PAVEMENT - - - - EX EJP- - - - - - - - - - W J rn I o N must be provided prior to issuance of the site development permit. The approval of these Ions in no way P P P P PP P Y plans, the most stringent shall govern. PROP E/P 3w d >" _ > - N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation_ and Erosion PROPOSED EDGE OF PAVEMENT � 01- uJ J ,�� V `n r` Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _____________________________ EX C&G �� ) I- w►A Q 3N a) a) I ° +-' c o 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. PROP C&G �� P�\��7 �--d-� a`n (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER y1N t�P x V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CC-6R !� Z `n < LL- 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CC-6R required under State law. Furthermore, all traffic control floggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE Q.P Q� ��T� i U) 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C. Y. ( ) 9 P Q� 0 5 W o a) >, with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T r �� m C:_ > (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may 9 9 9 Y Y " EX. 15 RCP U 4 w responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP -' V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office a preconstruction conference must be PROPOSED SANITARY SEWER s s `� Q Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE :r� w Q"CN o > contractor, variouis County agencies, utility companies and VDOT prior to initiation of work. GoV E R SN E ET _ _ _ _ _ _ _ _ _ _ _ �i H E E T I of `� > o o_ 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE 51 TE FLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ �ii-1 E E 7 Z of `�' ^� 0 a - embankment. V7. Contractor shall notifythe local VDOT Residency Office when work is to begin or cease for Y 9 PP-oFILES AND pETAIL.S SHEEN of 4 �0- _ a_o� 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE s _ _ _ _ _ _ _ _ _ LANDSGA PING AND ERoS(�N AND o- J o o ,l Q than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE c - SEDIMENT GoNTta-oL_ _ _ _ _ _ _ _ _ _ _ SHEET 9 �F 4 \�\iQ o 1_ v > Ew � o 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE _ _ - - - - _ _ Q j on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance Cn > o X � ll. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other affected by this project shall be maintained FLOW LINE -- . -� - -- -- 1 PROJECT INFORMATION I o z 0 a o Q be minimum 6" diameter and conform to VDOT standard SB-1. properties through construction. FENCELINE >Q Q IL � CO LOT SHOWN LOT I SToN E WA L L I N PU 5TIZ IA L PA f- K- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE a O z pi (n Q one litter receptacle shall be provided at the construction site. p p V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during q g g b STREET ADDRESS ,��6�� z U) Q U >_ and at the end of construction. EXISTING TELEPHONE POLE �� ^�® W oN # L o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to EXISTING WATERLINE W/ TEE 7 MAGISTERIAL DISTRICT GA IN ESBo12-o d1� `��`A 11 # ~ entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or ro osed VDOT ri ht-of-wa are to have 9 proposed right-of-way PARCEL IDENTIFICATION NO. T M. 4� Imo) - 4�IV o " � � ��' ��' whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE Ww -�P w LOT AREA Z.00 AGfz-ES in C��( condition at all times. o �� DISTURBED AREA I .6o A GFz-E 5 Wo, i 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. An unusual subsurface conditions encountered during the course of construction shall be y g EXISTING FIRE HYDRANT I CURRENT ZONING Nl- I �t�r �I sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut 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 WATER VALVE CURRENT USE VACANT PROPOSED USE oFFIGE At�D WAtzEHoc.15E ��°�zI9 sheets, and connections to existing lines. 15, All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current VI 2. All 'undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w D, w SETBACKS - BUILDING: FRONT: 7S' PARKING: FRONT: ZS' Z SIDE: ZS' SIDE: 5' Q 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER `� w REAR: ZS REAR: 5 - (n contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed STOP SIGN �- prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P 9 Y 9 9 be compacted in 6" lifts to 95% of theoretical maximum density as determined by BUILDING HEIGHT: M/ AXIMLIM = &ol Za' f'(�Po 7ED = � utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) ,_�_ _-�% W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a givalified independent agency shall be conducted as required in the VDOT CG-12 ANDIOR JURISDICTIONAL STANDARD RAMP CONSTRUCTION result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to SIGNS: F tZE C- STANDING 5 NIGH x 10' vv 117 E final VDOT approval. PARKING INDICATOR 12 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION OUTDOOR LIGHTING: -fco dE PLA GE Do N C3L l I L D(N G SE E bE TA I L SH C E I o F 4-) 19. The developer will be responsible for the relocation of any utilities which is required as a result of his The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way 0U7Ptz,_,F� sTCP-,AGE No OuT �iTof�AG E PP�bSC� W project. shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C F- Q 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected F.A.R. CALCULATIONS PARKING CALCULATIONS p in accordance with state law. In the event gravesites are discovered during construction, th� owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 engineer must be notified immediately. an dedicated street right-of-way must be provided to the VDOT Inspector prior to y g Y P P P PROPOSED BUILDING ENTRANCE ®®®®® ®®®®®®®® 12EIUIP-E I.o (z�zUlraEp oFFIGE . 1 '7 - PER Z5� SQ.FT. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. 7 PlzopoSEP I1,000 = 87, IZo = o.13 WAIz-EHoU�E : I SPACE F'ER- EMPLo-(EC- at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT -�} FLITLAF-C- Imo, = 137, IZo = o. Zz {�FoPoSED oFFIGE Af2-EA : I,(o5o 57G2.FT. = 7iPAGES 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an T PP-0Pa4E1> VVAREI-�U rE Z_ 5PAGE 5 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered i b bl i receivable ass. accountPROPOSED STREET NAME SIGN professional engineer and results submitted to Frederick County prior to pavement construction. If a ToTAI_ (�11F�D SPACES = TEzAFFIG &ENEF-A710N PA7A geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT ToTs�.L S��GES PPo�/IDED = 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating blasting least two days, but than ten days, to SANITARY MANHOLE INDENTIFIER 12 HAtiIDFC�IP PALING 1 zS = I SPACE 12F �. G LA5�'5 L15 E GP-o55 S5R.FT. N®• EMM_0'(EE5 -[ LjPR-ATE YpD or. at (2) working not more (10) working prior commencement HANf716'AP VAN l -75d oFFIGE 1 & 50 - I1.4 PEF-Ioo6o5.F. IS. S of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 15 o WA1z-EHczzKE �3 5 0 2. 3 8� PEP- 7. $ FEATURE LoAb1NG SPACE f2EGZUIF2ED I PER 40, ®� S�z FT ° EMP(.o`(G6 FLOODPLAINS o Td(AL- = Z7 VPb EASEMENT LINE ----------------------------- LAKES & PONDS o LoADIL1G SPACES PFaoVrDEp = Z -- FCSA CONSTRUCTION NOTES + Water/Sewer: Frederick County Sanitation Authority CENTERLINE WETLANDS >lAC (5)P.O. IIZC Box 1877 Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 SINKHOLES O Water in The (540) 868-1061 + NATURAL S.W. 1. and sewer lines are to be constructed accordance with these plans. lines PROPOSED SPOT ELEVATION 12 5 DETENTION AREAS o 3 - ,•, G E Phone: Bell -Atlantic shall additionally meet all requirements of the Frederick County Sanitation Authority. EXISTING TREE DRIP LINE PU STEEP SLOPES P.O. Box 17398 2. The contractor shall coordinate with, and arrange for inspection by the Authority. ��'��r:t-, >15% O - Baltimore, MD 21297 (301) 954-6282 �, �� EXISTING TREE >> 15" OAK 15" PINE WOODLANDS o __.F"-` G F- 3. Exact locations of water and sewer services on new lines are to be coordinated with the MISS UTILITY 1-800-257-7777 _ Power: Allegheny Power P.O. Box 1458 Authority's inspector. PROPOSED TREE OAK SUR VfYO yS CEJ?TIFIC,4TE r- Hagerstown, MD 21741 4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch 1-800-654-3317 diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and for side I HEtZ-EC3iGEFTIFi THAT THE LAND GoNTAINED IN TH1 7 MITE PLAN t5 A -Co sidewalk. FoFZTIoN of THE LAND GoN\/E`(ED LENoIR GIT,( Go. bF VA . E5 DEED DATED_ Q Gas: Shenandoah Gas Co. JANUAFZ`( Zro, 16�?68 ANP IN 7HE Fl2EDEW6-14 GoLINT�( IRG t U(z-T V P.O. Box 2400 5. The Sanitation Authority maintenance department is responsible for the installation of Y P P GLt✓WC'5 oFF1GE IN PEED B�K 3` + AT PAGE Z35 Winchester, VA 22604 water meters. Before a permanent meter is set, they require; 1) the frame and cover to � (540) 869-1111 be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to MARK D. SMIT P.E. L.S. W Y the final grade of the lot; 3) the distance between the top of the cover and the yoke bar v between 18 and 21 inches; and 4) all components of the meter box assembly to be in �® Z - - proper working order. It is the developer's/conctractr's responsibility to have the meter TH - fI'�� r��dd�r f1' Q box assembly installed correctly. U 6. The Sanitation Authority shall install all water and sewer services that connect to existing W lines. The location of the tap and the termination point of the lateral are to be MARK D. SMITH Project Name: 1 Project Number: ) coordinated with the Authority's assistant engineer. An applicaton for services must be and fees paid. b No.022837 �AH;Z CO 9 I -TVmade � off, �UVVV� r O 1.� 7. The Sanitation Authorityshall to all existing water lines. The will furnish the materials P g y S'I � 0NAL Magisterial District: Date of Plan. (Month, Day, Year) for and make the tap. The contractor must make application for and pay the cost of this work. GAIf`1ES11?2>o(z-o APP-71L Z I0):)-7 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. Owner: Address, Including Zip Code & Telephone No. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or PROFESSIONAL SEAL & SIGNATURE LEN®trz GIT�G®• ®F VA 30 9Ic►CETTS VIRG(N(A domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 • CDF�-l\/E WIt�IGHE�iTEt� , ZZ6ol or 1013. If the assembly is mounted inside a building, a remote readout is required. THESE PLANS ARE IN CONFORMANCE WITH C 540) 67 5 - I l I o FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY G®tJ7�'C.IGT(Ol� lA Z63 MAt�OAGEMENT� �� , �60- Z Mc I' GHEE -oES AD WIrJGHTEiz Vlfa , GlNZo 'I DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO ( r- 66 CONSTRUCTION. Engineer Certifying Plan: - Address, Including Zip Code & Telephone No. JOB N0. GKEEN WAY ENGW6EF-(14G BSI 1/VIND-( HILL LANE W INCHES-CEr?- YII2G( 4(A ZZZoZ. �540) I0GZ - I a SHEET I OF 4 CC�� Ill P.I.N.#--3-((I�))- 3Z I ORA J. BLA W, ET UX DB 718 PC 22 I ZONE: M-1 USE: IND USTRIAL a I � � --- \ 2j \ I \ \ -�o \ I \ / LIMN \ / �',, pI�P. DEMENT Tf2-EATEP �2S NVIN 7271 'S / �� \\ \�� / + r + SWAM-e f� I• �. # 43- (� lam%)) - Z \ NV OUT = 7 V6 / \ Z.B.Z8. I I(SEE DETAIL- � SHEET 3oF4-) LENOIR CITY CO. OF VA. l z�. y • \ \ Pa 4 3 - (0 9) j'- / DB 344 PG 235 / / ZONE: M-> I- � l � �.:,.� \ ,�.. �_ �0��`• ��..,.._., ,�..- N � Z _dam Z7. USE: VACANT W z I I % .___ 2. O 0 0' .j�.jm— R - p N P 1. N.� 43-((19))-2 1 _ 6 GRAVEQ• LENOIR CITY CO. OF VA. N In I / - -I --` - _� `�o• cauL.+PsTet� 1 Zt ' '� DB 344 PG 235 \rt a �NGI-osUr J 1 ZONE: M-1 W W Lo USE: VACANT 1 \ I 1 k,� a-/ Pf�oP. IZ'GMI' _ Q % , / ; I z� 4 r_ \ (SEE FI�FIL E _ z ,1 t I SHEeT A +zl�>. 2 PROPOSED ONE STORY \ 1) J OFFICE WAREHOUSE\ I' / m BijC ILDINr FUTURE/BU�LDING FT �oT I L 12' X 45' LOADING Cfl �. N I Oejy I7 ' 7 SPACES (TYP.) " / 4 / POP. GRAVEL / I I/^ N WA �E HoUSE I 36o Sc?. FT./ + � 0 t ',Z- - S \6 21-8 / �42.69• 2s '� I - �- �• - o �FFICE d04 0/ i P OPOS 82.50' OUTDO R LIG TIN" /I PROPOSED oo 4'�IDEYVXFC >2;1 N ( - j ` .91 N - \ H/C EL6V -7z6.52. rYP. PIP- P-AP -#I `8 �I 27 9.26- Iz*�P. SIGN EMICTjni-, LI P RAP PROP. W�°ER -'I L1N1= ESMT EX. r _PLA GAS I• r•.1.,, EX 729Z3 ` L ---' -- 729.91 _- 729.58- ��30 EX. MH TOP = 729.52 730.03- / INV IN = 721.66� -f/- INV OUT = 719.81 730.23 FN 730.02 ILl ��,�'�-/ �1 730.1 Mc GHEE ROAD UNPo5TEP SP@ 730.53 O DELTA = 22°42'56" NOTE: ALL PROPOSED UTILITIES TO RADIUS = 870.00' BE PLACED UNDERGROUND. ARC - 344.92' TANGENT = 174.76' CHORD = S51°50'56" E 342.67' 13ENGH IvtAl2-K FQlNToF AR -POW cl.l F. H . G LE V - -731. so-;> SIGN WATEFZMGTG-Fr- 1 H P RAMP - VE\ 6 21 3 BM-2 3M-2A / i 2" SM-2A I+--- PROP. 4'/SAN. _ : •+• t i - '� i SEWER SI=RVI CE :.: ; ::: I•.: ::: ; .�- �s EX. DRAINAGE LkASEMENT, +31c�3 �,- i 732.35 7J1.49 �APGti� i 732.86 730.56 �y/. 731.03 V _ GG-IZ P-AMP� 732.43 609 R/W , TRIO _� EX. MH E P L I m I �,3 732.10 TOP = 732.32 INV OUT = 725.11 730.88� — 7 .27 731.5 APPROX. LOCATION EX. 6" 21-8 SAN. SEWER LAT. STUB 2" SM-2A ZOO} 12' X B" TAPPING L I MeN,N SLEEVE & VALVE 8" 21-B TO BE INSTALLED 3" BM-2 IJc>Tr : A N'i UTI 1, I7I E 5 BY F.C.S.A. 1.5" SM-2A GpLc>551NG P-TE. 8 G I -To 5E 6" 21-B DONE E5'( P_,1 7 H, JAGK I c>P- 5c>F-6 M ETH o[-:> NOTE: PAVEMENT SECTIONS BASED ON A MINIMUM CBR VALUE OF 10: CBR VALUE LESS TAX LOT 43-((19))-2 THAN 10 WILL REQUIRE A LENOIR CITY CO. OF VA. REVISED PAVEMENT SECTION. DB 344 PC 235 I ZONE: M-1 USE: VACANT GiIGHT pl�Ta GE �1RT �So� SSo� To BEN g6� � -1--(�oN bl�•-t � r✓ 1�-f E I p35 � FzTE 8l03 EN�,c,NGf✓ o 'n L_x 0 - N � N I U D co N. Z G •- c LWJ ,7 Q 2 Lt) v4 �I Z C V) D 10- U �� x Lr) �� rn v) a) aQ)i °. c > o w V) LL- Q w ~ Q ^Q >'o cy u)aoQ �Q-0 IY Q :3 � Q O O O Ii0>� J F- Q Q O >oQ�f =5 o QoQ� Q �� LdV) < vi Z V) < C) NN * 0 F Qi E-4 DATE: 4/3/97 11 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. SHEET 2 OF -t r L I � � O 04 V % A 41- \ PAP. i 1 1.' 11 '; \ 1N1_E T PPoTE4-Tr oN yr>r \ /I — . —JL PP PSI L-T F E N 4-E >28 PF"aR SIGN Zrxlc> I I I.-ANdSGAPING CALGULA7(oNS i'AFz-V-ING PAVED Al2EA 8, 574 5& FT. GIzAVI- L Al2EA 13,374 iQ. FT. P>U4-DING AF2-eA aFP(GE I , 1c,5o SQ FT. WA12EHau5F- 1-7, 3L3;o SQ. FT. ToTA�- 3Z., S z . PT MAVIM Pfr-aPoSEP C0N-iTP-U6TIoN E WTfz-A N C- E 07, 1-7z SQ. FT. 64. 17Z = 'a7, IZo LANDSCAPED Al2-E7A PF-0VIDED PARKING PEP-1K4ETE11 = 1 7F7EE PEFz 40 ' PEtz-I mE-TER = = 40 . I I -T f2E E 5 p4---0U11z-e D PAP -KING IN7EF2`1012- LANDSCAPING = I -TREE PeFz- to ':;,PAGES = I TP-f:E REczc�IP-ED TOTAL -TEES Ph�VIDED = 15 �f�-EC- S Z_ W W 0 Ln 00 Z cv L7 N « 0N0 Z c •- C cD cn IWJ 0 -J II' _ o I c\j Z � odd W _ LWJ u CL X f� L7 � � a, V) cn L L k*v c C :3 o W (� 0 7H19 SHEET TU BE USED F6912 Low,AN D5CA P IN G HNV CY�GOO 71CIO/ N HNV T co 0TRoI— ° c=?NL`i L-A Nd9GAPING GiGHEPU �-E 2c::;,W H I T E F I-pW E�I H C,DGG W E A SM Sc1GAR- MAPLE S l=A . P-M RED EA. NoTE'. MINIMUM CALLIPER OF-fN-EES Z- Z'lz" A-T -TIME of PLANTING. 5 7F E E S ToTA I-- 0 0 u 76 c� U I� W ~ a J ^ Q o >Q"o LL->Q:� O O CL . 6:� LL- W Ln a- Q a_ 0 cr- Q J Li- C) �QO > O LL- O J � Q F--0 > 0 W' ii d Q Q O Q a � cn z ¢cr� H X (/? W z in < c3 � oN x s DATE: 4/3/97 1 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. SHEET 4 OF 4 0 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR---------�_ 33----------``�, SCALE 1"= zoo ------------ N o 00 1. th t f shall h i h f t t t Methods and materials used in the construction othe improvements herein saconform o e current V1 k All f V f d h f shall h this work on s project saconform to the latest editions othe Virginia Department o EXISTING INDEX CONTOUR - - - - - - 330 _q County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion (D o N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 cGtiF �� a ° 'E `co ate' 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT - - - - EX E P - - X J - e- -' a) 1 I o must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. P g g PROP E/P e� e ri >-- _ > LO N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT J ,�� _ Control Handbook. V2. All construction shall comply I with the latest U.S. De Department of Labor Occu Occupational P Y P P ___________ EXISTING CURB AND GUTTER ----------------------------- EX CdcG_____________ �� q� ) �, . �� Q� w►� Q +� c: I c o 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. �� 3N p A L Ln (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G Q'� d �� FJ,P ^ �--� c Q) X V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, ' CC-6R �' � a� Q � � 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. _CG-6 TRANSITION FROM CG-6 TO CG-6R =_ _____________ Z � � required under State low. Furthermore, all traffic control floggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE 1r�� Q,P��/ �1TE !y 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 0� � Q) °, with the Developer, County Representiatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T 0 fit" > (VDOT) to determine if and where guiard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP U responsible for providing guardrail ancd paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER -'� W In Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15° RCP r V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT P q 9 Y PROPOSED STORM SEWER I 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER s J SHEET INDEX 4. W 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER s ..Q N Control Devices (MUTCD). arranged and held b the engineer and/or developer with the attendance of the 9 y g P EXISTING ELECTRIC SERVICE o W _J > Q o contractor, various County agencies, utility companies and VDOT prior to initiation of work. GoV ER SH E ET H E E T I of `f- W >o 0 ; 8. All unsuitable material shall be removied from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE 1i1TE PLA N _ _ eii-lEE-T Z of + o ^�v_ n- ; embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PFZoFILES AND pETAILS SHEE-( of 4 �a_ o Q 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less an undetermined length of time. VDOT will also require 48 hours notice for an Y 9 q Y inspection. EXISTING GAS LINE _ _ _ _ _ _ _ _ _ LANDSGA PIt�IG AND ElaoS(�N AHP o a- Q J W o W > o than 10 will require revised pavement. section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G G SEDIMENT GoNTP- L _ _ _ _ _ _ _ _ _ _ �iHEET �{ of 4 f oLLJ 10. All roadside ditches at grades of move than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the o � > o on the plans and as required at the field inspection. s adjacent public roadwaythrough construction and maintenance of a construction entrance adjacent PROPERTY LINE - - - - -- - - - - > Q o PROJECT INFORMATION 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall P g PP P P P P in with theVirginia Erosion &Sediment Control Handbook, Sec 3.02. Furthermore, to by this be FLOW LINE -> .""-a -> -- . -� -� -P ; z M G_ � 1 Q access other properties affected project shall maintained o o Q be minimum 6 diameter and conform to VDOT standard SB-1. through construction. FENCELINE X # # X # # # # # n- Q Q _J � IL W v> LOT SHOWN I -PT 1 SToN E WA L L I N DU ST12 IA L PA f- K 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE z bi cn Q one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during b STREET ADDRESS ��62� `� �` �� W v 13. The from trucks to and at the end of construction. EXISTING TELEPHONE POLE o �` o � contractor shall provide adequate means of cleaning mud and/or other equipment prior it is the to dust, to take EXISTING WATERLINE W/ TEE T, " MAGISTERIAL DISTRICT GAINE5C3oFa o ��' � ~ entering public streets, and contractors responsibility clean streets, allay and V10. All water and sewer lines within existing or proposed osed VDOT right-of-way ht-of-wa are to have PARCEL IDENTIFICATION N0. T. M. 43 Imo) - 4-(, whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W w-IT LOT AREA Z.no ACRES condition at all times. P yr DISTURBED AREA l . �o A GFa E S 4b'l_A��C71 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT I& CURRENT ZONING sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT USE AGANT�� PROPOSED USE 71FFIGE AND WAP-EHoU15E sheets, and connections to existing Mines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q 9 Y 9 PP Y EXISTING WATER VALVE w e w ��,�� 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w w SETBACKS - BUILDING: FRONT: 7S' PARKING: FRONT: ZS Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER > w SIDE: ZS' SIDE: 5' REAR: Zr-;,' REAR: 5 0 - contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill base, subsurface material and backfill of utility/storm sewer trenches- shall � � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" Rifts to 95� of theoretical maximum density as determined b P y Y STOP SIGN l BUILDING HEIGHT: MAXI t�ILlt�1 = bo f'F�oPo`7ED ' Z� _ utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) ;,_�_,� -/ W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT - (Y 17. The developer will be responsible for ony damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 ANDLOR JURISDIC11ONAL result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD RRAMP CONSTRUCTION final VDOT approval. PARKING INDICATOR 12 SIGNS: FFzEC- STANDING 5' HIGH x lo' v�llDE 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION OUTDOOR LIGHTING: "T- o E3E PLACED oN C-�uIL_D(NG SEE DETAIL 5HEE T 3 of 4 19. The developer will be responsible for tthe relocation of any utilities which is required as a result of his "'ram project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way ou Tlax�ia-STof�Gf: NoOC �Taf�°,GE P�t✓� W shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C I- 20. These plans identify the location of aill known gravesites. Gravesites shown on this plan will be protected T F.A.R. CALCULATIONS PARKING CALCULATIONS Q p in accordance with state law. In the: event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 � engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE REQUiR-E FE-zuIPLED aFF(GE . 11iPAGE "PER ZSo 56;? FT. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. PRoFo�ED 1I,cco - 87 ('Zo _ 13 WA1a-EHoUSE : I -iF'AGE ER EMPLo'(E_E P at,(540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. VI 7. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT � FUTuP-E 1 9, � - 0-7, IZo = o. 2! Z_ f P0P015;Eb OFFICE AtIEA : I,&5o SQ.ET. _ %SPACES 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an PP-0Fb4ED vVAREHoU'r-E (7_EMPI�'(EES) Z SpAe-E proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN professional engineer and results submitted to Frederick County prior to pavement construction. If a ToTAI- pa�It -Ep PAGE i T�� FF IG GEN EF2A710N dA�TA geotechnical report has ben prepared, it should supersede the requirements in this note. P PROPOSED SANITARY LATERAL CLEANOUT Tdf'AL_ SPADE, PtcvIr�ED = • 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating blasting least two (2) days, but than ten (10) days, to SANITARY MANHOLE INDENTIFIER 12 PAI' ING 1/zS - l SPACE G LA5,S' L1 5 E GP"�55 54Z. ET. hlv. EMPLo`(EES Tt�-1P RATE �/ PPHANDICAP or, at working not more working prior commencement HANdIGAP VAN ACGEYiIt�l-E SpAGf✓ PF��IIDED= I -75� �FFIGE I � 5 0 - 11.4 PEFz• IoaoS.F. I S. S of excavation or demolition. Names and telephone numbers of the and operators underground utility lines P P g y STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 15o WAF-EHczJcf_-- Z 3.013? PeFL 7. 13 FEATURE EMfto 6E LoAbW6 SPACE REGZUIP-ED I PEFa 9-0, ®� SCz .FT FLOODPLAINS D ' TOTAL= Z7,/PD EASEMENT LINE ----------------------------- LAKES &PONDS o LoAt7lNG SPACES PFa-oV(DED = Z FCSA CONSTRUCTION NOTES Water/Sewer: Frederick County Sanitation Authority CENTERLINE WETLANDS >1AC o IIZC _ P.O. Box 1877 Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 SINKHOLES O Z 1. Water and sewer lines are to be constructed in accordance with these plans. The lines (540) 868-1061 PROPOSED SPOT ELEVATION + 12 s W L S NATURAL .. NA DETENTION AREAS o Phone: Bell -Atlantic P.O. Box 17398 shall additionally meet all requirements of the Frederick County Sanitation Authority. EXISTING TREE DRIP LINE ED APPROVED STEEP SLOPES Baltimore, MD 2'1297 (301) 954-6282! 2. The contractor shall coordinate with, and arrange for inspection by the Authority. �� EXISTING TREE >15% py WOODLANDS o a 3• Exact locations of water and sewer services on new lines are to be coordinated with the `� 15" OAK 15' PINE V` MISS UTILITY 1-800-257-7777 4J �b e�aJ� ��® �y y� �� Power: Allegheny Power P.O. Box 1458 Authority's inspector. OAK PROPOSED TREE hL Hagerstown, MD 21741 4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch 1-800-654-33117 diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and for side I HEF-EE3-( CE9TIF-( THAT THE LAND 1_oNTAINEP1 IN THI r <i(TE PLAN 15 A sidewalk. PoFZTIoN of THE, LA HP GoNVE`(ED -Co LENoIR G(T,( Go. aF VA . F3`( PEED D TEp O Gas: Shenandoah Gas; Co. JANUAF -'( Z(,, 11960 AND P-EC4>P4PEP IN THE FF-EPEWGFG 64:)Ut4TY GIRD Q P.O. Box 2400 5. The Sanitation Authority maintenance department is responsible for the installation of Y P P GL_EWC'S oPFIGE (N DEED �c�F< 3�{+ AT PAGE Z35 - v Winchester, VA 22604 water meters. Before a permanent meter is set, they require; 1) the frame and cover to � (540) 8691111 be properly aligned wiith its meter box and yoke bar; 2) the frame and cover to be set to MARK D. SMITH-,"P. L.S. W Y the final grade of the lot; 3) the distance between the top of the cover and the yoke bar. between 18 and 21 iniches; and 4) all components of the meter box assembly to be in fir® �� IL Z proper working order. It is the developer's/conctractr's responsibility to have the meter T r Q box assembly installed correctly. ff yr U 6. The Sanitation Authority shall install all water and sewer services that connect to existing W lines. The location of the tap and the termination point of the lateral are to be MARK D. SMITH �L Project Name: Project Number: coordinated with the Authority's assistant engineer. An applicator for services must be made and fees paid. No. 02283�7J "0"9 F. 1-T V. P"AH 1Z LL 7. The 0 Sanitation Authority shall tap all existing water lines. They will furnish the materials �S'S,Cs I Magisterial District: Date of Plan: (Month, Day, Year) for and make the tap. The contractor must make application for and pay the cost of ONAL this work. GA 1 N E 5 C3oI2o A P {2 I L Z I 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. ' Owner: Address, Including Zip Code &Telephone No. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or PROFESSIONAL SEAL & SIGNATURE {.-Ell4;'IIZC,1T'-(45,0• OF VA. 30 VIP-G(NIA domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 (2IGILETTS DP-IVE WItiIGHESTEFz ZZ6ol or 1013. If the assembly is mounted inside a building, a remote readout is required. THESE PLANS ARE IN CONFORMANCE NTH S4o) �,75 - I I l o FREDERICK COUNTY STANDARDS AND Developer Address, Including Zip Code &Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY G®W97FZ 4-Tf®Il9 MAt4AGEMF_NT I �6 ��o- Z Me- GHEE F AD WINGHESTEF2- VG IFL(NlA ZZ6o3 DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO r 06�� CONSTRUCTION_ Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOB NO. GIKEENWAY Et4GINEEF-I�4G 1SI- WIND-( HILL LANE WINCHES-CECz, viF2-G(NeA ZZIoZ �5�0) (�6Z- -f-I ar_:7 SHEET I OF �I- .= ■ w m N� I P. 1. N. #4-3- ((I-P)) - 3Z _ ORA J. BLAW, ET UX DB 718 PC 22 / _ ZONE: M-1 USE: IND US TRIAL i 1v6302 �11LI1Y / \ pRAIN ?6 I \ \ EAIZINI , X MHO _ AND `GSA DIICz oP = 72�,2 W / \ / ' PIMP. DEMENT 7I2-6ATED ?S NV IN = 71�89 / \ \ ` + + 5 WA I-15- # 43- (( ��%)) - Z \ NV OUT = �-;K.q6 \ \ Z8. - Zg`� (SEE pCTA(I_ , SHEET 3cF`F') LENOIR CITY CO. OF VA. �' l \ PC4 43 — ((l 9) )' 6 — I o DB 344 PC 235 l z�. s \ -- I t v ZONE: M-1 Z USE: VACANT Z z I ca�%'� "-------« _ ,2. O U (T .�K� " 72 - j Wr--------_ __ �za lo`x ld'''�Z7. 7 Ff=�E � 4 W � / 110.00 +z�. :CIO Lu . OL I I I 1 c Cr1 Pf2oP• IZ" GMf' �E E Heel 3oF 4 ?S p o PROPOSED ONE STORY N ^1 ' i OFFICE WARE 1 I P /. ti/.#' 43-((19))-2 LENOIR CITY CO. OF VA. DB 344 PC 235 ZONE: M-1 USE: VACANT m BUILDINrHOUSE I FUTURE/BU DING 0 1 -5 _� 0 ToT 12' X 45' LOADING _ SPACES (TYP.) F. F/- 7 30. c Y1J v I W/ A p` E 1 f oU 5 E I / P OP. GRAVEL '55o Ste?. FT./ + � t 'L�.4S \6" 21-8 Zc�:?.- / ►1 o OFFICE �HCP SIGN PRoP. 5/ S" 7 / N �6r50 SQ. FT, / �, waTeR MG�c-1� / P OPOS /I OUTDO R LIG TIN6 , PROPS - / P) _ = ��a o P Iry P` W E I Fz TYP. N H/C PzIP-SAPFig \ Ld `28 EztiP. SIGN RESTRIC71�N z7-1 _ _ iZ�: c • ' _ LIB -FI 5' t6H =i Iz I P- RAP �z� / ^ z. - PROP. 1' - - --VAIrRUTIT€ ESMT� 729.2&- EX, g" PLA GAS /d 72-948� 729-&3 729-1-8- �< 729.91 Ill 729.58-- _-I30 EX. MH TOP = 729•.52 INV IN = 721.66 INV OUT = 719.81 FP. 3 0'9- 730.23 730.02 730.1 MC GHEE ROAD ( uNPo5TEt2 SP- 730.53 DELTA = 22°42'56" NOTE: ALL PROPOSED UTILITIES TO RADIUS = 870.00' BE PLACED UNDERGROUND. ARC = 344.92' TANGENT = 174.76' CHORD = S51°50'56" E 342.67' BF-WGH futA(Z-K• '. PoINToF AP-Povk/ cN F.H. G LEV - -731 . Sf) H RAMP -7 _ r / 0 ► F?t�oP.'GG •(�i (TX��. .::::::;!�..::::::::;: 3" eM ZA / .5" SM- / 2" SM-2A lCo I— PROP. 4'/SAN. SEWER S�RVICE EX. DRAINAGE EASEMENT 732.35 7-31.87 732.86 Z 730.56 i 731.03 VI7o'i STD • 1 / GG-Iz- AMP 732.43 60' R/WW731-�• �� EX. MH E D L 1 NI I 732.10 TOP = 732.32 -4( INV OUT = 725.11 �-- � —�-- 730.88 731.27 3.58I APPROX. LOCATION EX. 6" 21-B SAN. SEWER LAT. STUB 2" SM-2A 12' X 8" TAPPING 7Z?, SI SLEEVE & VALVE 8" 21-B TO BE INSTALLED 3" BM-2 BY F.C.S.A. 1.5" SM-2A NnTE • A N 1 UTI P.I?I E S G pL0551 N-T G F E • SG I -To BE 6" 21-8 DoN E e51/FU 5 H, ,J AG K NOTE: PAVEMENT SECTIONS BASED ON A MINIMUM CBR VALUE OF 10; CBR VALUE LESS TAX LOT 43-((19))-2 THAN 10 WILL REQUIRE A LENOIR CITY CO. OF VA. REVISED PAVEMENT SECTION. DB 344 PC 235 ZONE: M-1 USE: VACANT 60 �1 FT �I��A GE MEI�-E 5So' -To BEN �6� v-NTp-c,NGE La.J oN Lo p a . 0 00 N N I U D N o0 Ln L1 CO 0) J p) G + : � o� _z l . 1 U Qx w x C� �� rn co cn L L �> o L� 0 0 0 W W Q ►f LL , Q � Q —I N > > <' o L� >O O) CL ��L-Q �QJLL- Q o D_ o O LL-O>Ld J LLJ F— j Q O oa:�� 0 o zaoQ� Q a-� N z Qx t LLJ z inQC)>- ON * }L`.O bo o N o ME 00 pR� DATE: 4/3/97 11 SCALE: 1" = 30' DESIGNED BY: MDS JOB NO. SHEET 2 OF �j-