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HomeMy WebLinkAbout31-04 Drive By Coffee Kiosk - Coffee Kiosk - Stonewall - BackfileGENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP C'3 0i Vl. All work on this project shall conform to the latest editions of the Virginia Department of „ d I. Methods and materials used in the construction of the improvements herein shall conform to Ithe current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - - -� SCALE 1 = 2000 0 County construction standards and specifications and/or current VDOT standards and specifications. 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 be EXISTING INDEX CONTOUR �- - �" . m� .-•r.�._ - � - �`"•`• 3 30 W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. y / W must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 <� relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EX Elf' Z EXISTING EDGE OF PAVEMENT --_.__ _._____ ____.-� _ ___....____ o L °a Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P/,Tg Virginia Department of T PROPOSED EDGE OF PAVEMENT Cri Rte. EXIT Q° 3. A permit must be obtained from the Office of the Resident Engineer, g p Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX GAG COiden es \\ Rood 672 321 �' VDOT and Frederick County prior to construction an existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER --- -_----------- -------------- ------ ------ --�-- Cn• oP v+e Brucetown Road e 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G p� N Washington Rte. 672 LU cy o required under State law. Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER arc 'Spring .� CLEARBROOK °co D LO �0% c�u CC) V4. The develo er shall be res onsible for relocatin at his ex ense, an and all utilities, includin TRANSITION FROM CG-6 TO CG-6R -=== ---- == _-=-=Y=-=-= --- _ __= == _ o creore�a,��„ ,�� °c�'� °i, �r 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held P P g• P y g O Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is � � a Q o� o a i with the Developer, County Representatives, and Representatives of the Virginia Department of the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE ------------_.____ ____.___._____._ C o° y° �A �'o o� Q �' o0 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be � �� a° d m `D cv be in conflict with the ;proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T � �o �-� © } L u� responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. 6' o °� �c �`�y °%G2f c,`' 3:-1 _- o m i Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15" RGP `� a o°� e y Z � V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER _ _.:.-�`_ _- - _-_ _ -_ J = �n N 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP v o� representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER -� -0 U) o 0 UJ 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic EXISTING SANITARY SEWER - tl� �- �' m-° - m-- "' 3 s nLO V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT u Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION 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 must be arranged EXISTING ELECTRIC SERVICE embankment. I and held by the engineer and/or developer with the attendance of the contractor, various County 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P PL o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall) be performed N >' V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE - - ---- -- - __ __...._....._.-__� .____._..._.___.._._.__. o, for actual determination of required pavement thickness prior to lacement. All final avement and base SITE LOCATION EXISTING BUSINESS & RETAIL COMPLEX > q P P P p any undetermined length of time. VDOT will also require 48 hours notice for any inspection. rn course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE WITH ACCESS FROM HOPEWELL ROAD., w Secondary Roads in Virginia', and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the FREDERICK COUNTY., VA support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE --, accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, PARCEL IDEN11`1CATION NO. : 33-((A))-164C and prior to placement. I access to other properties affected by this project shall be maintained through construction. The FLOW LINE - CURRENT ZONING B-2 B-3 t~ .) Developer shall have, within the limits of the project, an employee certified by the Department of 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated FENCELINE-r-_�____.-_ ___.. �___,K._-_-;.____.y..__._. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation LOT AREA ZONE B-2 = 3.52 AC. C" . q on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediate) after each rainfall, 1-.sx~ P P Y EXISTING POWER POLE -{,-1 ZONE B- 3 = 10.03 AC . � 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. TOTAL = 13.55 AC. `' 1 be minimum 6" diameter, and conform to VDOT standard SB-1. EXISTING TELEPHONE POLE V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and ',URRENT USE MOTOR VEHICLE SALES, RETAIL SALES, ` g• at the end of construction. _w.._..k,� p...... ;~ 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; No less than EXISTING WATERLINE W/'TEE w �w w M ~tl u & MOBILE HOME SALES one litter receptacle shall be provided at the construction site. T V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE W PROPOSED USE SAME 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. BJILDING HEIGHT: MAXIMUM ALLOWED = 35' EXISTING FIRE HYDRANT �•.J entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take SIGNS: ALL SIGNAGE MUST CONFORM WITH THE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free im Any unusual subsurface conditions encountered during the course of construction shall ci STANDARDS OF SECTION 165-30 OF immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity----~-�- � THE FREDERICK COUNTY ZONING ORDINANCE. condition at all times. i until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -�'�-- --~ �--- - ~ �' - ~~- ~- �- 14. Notification shall be given to the appropriate utility company prior to construction of water ',and/or sanitary PROPOSED WATER METER ® OUTDOOR LIGHTING: NONE PROPOSED sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT .nM..,r�...-. �•.-�-_...•. representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER -- sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled standards and specifications of Frederick County and/or the Frederick County Sanitation Authlority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN T E.-, according to all applicable VDOT standards. DESCRIPTION U 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the HANDICAP RAMP (CG-12) W DENOTES LOCATION OF STD VDOT _ contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be STAND D/OR JUR@�gDIC ONNE�,, THE SITE IMPROVEMENTS ARE FOR THE INSTALLATION OF A PREMANUFACTURED SELF E-+ rior to construction. The contractor shall inform the engineer of an conflicts arising from his existing compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STAN A VAMP NSTR�CTI0 WITH ASSOCIATED TRAFFIC SERVICE LANES FOR A DRIVE THRU W U) P g y g g CONTAINED 8 x8 BUILDING A, within plus or minus 2% of optimum moisture for the full width of any dedicated street �-+ utility verification and the proposed construction. II PARKING INDICATOR 12 COFFEE BUSINESS. � right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES U Q 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. ® THE BUILDING WILL BE LOCATED ON THE NORTH WEST END OF AN EXISTING BUSINESS AND LL l >- TEST PIT LOCATION RETAIL SALES COMPLEX OWNED BY DR. RAYMOND FISH. THE DEVELOPER, SAMCON, LLC HAS A E- 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and LEASE AGREEMENT WITH DR FISH FOR THE USE OF THE PROPOSED SITE FOR THE COFFEE ® � must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. KIOSK. RESTROOM FACIL' 1ES FOR THE EMPLOYERS WILL BE PROVIDED AT THE FACILITIES Q' W development permits. HANDICAP PARKING ON THE ADJACENT MOTC': VEHICLE SALES BUILDING. V E--+ O V16. The installation of any entrances and mailboxes within any dedicated street right-of-wa,- shall ' 19, The developer will be responsible for the relocation of any utilities which is required as a resin o his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 A 220 ELECTRICAL HOOI:t--UP BY ALLEGHENY POWER IS AVAILABE AT THE EX. ELECTRIC SIGN. W project. The relocation should be done prior to construction. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement ELECTRICAL LINE WILL BE PROVIDED FROM THE EX. ELECTRIC SIGN TO THE KIOSK. � P Y Y Y q g g / P PROPOSED BUILDING ENTRANCE 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will 'be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account U1 in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sin shall be six 6 feet above the edge of pavement and the post shall be installed DOMESTIC WATER SUPPL':' WILL BE BOTTLED WATER DELIVERED TO THE BUILDING. A GREY Q engineer must be notified immediately. g O g P P EXISTING STREET LIGHT tr�- a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on WATER HOLDING TANK WILL BE PROVIDED TO COLLECT THE WASTE WATER AND WILL BE ROUTINELY DISPOSED AT AN APPROVED SANITARY SEWER DISPOSAL SITE. W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN ��ll� at (540) 662-4185 immediately of any discrepancies between actual field conditions and the alipproved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. T WV18 PROPOSED SANITARY LATERAL CLEANOUT THE BUILDING PAD AND THE SERVICE DRIVE WILL BE LOCATED IN AN AREA WHICH HAS 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard con The developer must provide e the local materials office a list of all material sources prior to RECENTLY BEEN PAVED WITH ASPHALT BY THE OWNER. PAVEMENT MARKING AND DIRECTION 0 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 ARROWS WILL BE PROVIDED TO DELINEATE THE TRAFFIC CIRCULATION PATTERN. E-+ professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured, geotechnical report has been prepared, it should supersede the requirements in this note. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical STORM DRAIN STRUCTURE IDENTIFIER 6 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - - present during the construction and testing of the density control strip. 12 0 EXISTING SPOT ELEVATION V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115 3 ®WNERS CL'RTIFICA TE specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. EXISTING TREE LINE A certified copy of the test results shall be provided to the Residency Office. A VDOT representative UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the The foregoing Site Improvements on the land of control strip. { r,,� r"A` DR. RAYMOND L. FISH EXISTING TREE f P. g �1 I` " G� �K \�a-a is with the free consent and in accordance with the desires V21. Approval of these plans shall expire three (3) years from the date of the approval letter. of the,, es and trustees if any. signed owners, proper ' Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. /� P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE `Pr�l 15" OAK 15" PINE Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111. FCSA CONSTRUCTION NOTES DATE Power: Allegheny Power Phone: Verizon P.O. Box 1458 P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES ("OVER r r �t U n Hagerstown, MD 21741 Baltimore, SLID 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL l� ®i%LI R SHEET 1-800-654-3317 (301) 954-6I282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S Project Name: INSPECTOR. CALF -A -COFFEE 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF MISS UTILITY 1-800-2517-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME '1'T OF yj AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO rpG,f Owner: Address, Including Zip Code &Telephone No. BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 2619 APPLE PIE RIDGE ROAD FIRE MARSHALS NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN y DR. RAYMOND L. FISH WINCHESTER, VA 22603 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX TUNG NIM ADHIKUSUMA (540) 667-1454 Fire lane markings and signage: ASSEMBLY INSTALLED CORRECTLY. No. 026715 p Developer: / LEASEE Address, Including Zip Code &Telephone No. Any "No Parking" signs will be installed 5. THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. 711, ti by field inspection at the direction of the Fire Marshall's Office. VE A. A WATER SERVICE (AND FORCE MAIN SEWER SERVICE)REQUIRES THE INSTALLATION OF A SADDLE n �T SSIONAL � A SAMCON,LLC ,SAM SNAPP FRONT ROYA 994 STUART , Al. 22630 r WITH CORPORATION STOP AND MAKING THE TAP. SHEET INDEX FIRE FLOW DATA: N/A HYD# FIRE FLOW DATA: N/A HYD# B. A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18 LONG STUB PIECES, AND STATIC PRESSURE STATIC PRESSURE 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. = = C. THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = EACH CONNECTION. GREENWAY ENGINEERING WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. PROFESSIONAL SEAL & SIGNATURE B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE APPROVAL DATE 02/26/2004 DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COVER SHEET 1 THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. SITE PLAN 2 COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE SCALE; N / A 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. / IN THESE P HALL BE APPROVED BY /` �y' DESIGNED B Y; HANDICAPPED PARKING NOrp TE PLANS 5 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE ML,GD REMOTE READOUT IS REQUIRED. Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 2129SC no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL A REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 02 a oLi FREXp,,:y, ' s N1V iNC3 b : VLz L")PMEENT I 0 a 0 M O 0 0 N 00 N �O 0 3 b N 0 Cn a z z 0 w 0 U w U U Cn rn N_ a� 0 In SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY RM Acer rubrum OCTOBER GLORY MIN. 2" CAL. 4 RED MAPLE PLANTING BX O Buxus (AIL Varietes) BOXWOOD 3' HT. 12 Total Number of Trees Requirements: 1 Tree Per 2000 s.f. of Impervious Area = Perimeter Landscaping 1 Tree Per 10 Parking Spaces = Interior Landscaping. X EG 13'MAN DOOR DARK COLORED 2" d 316" BORDER NOTES: I. DOMESTIC WATER TO BE DELIVERED BY BOTTLE TO BUILDING. 24° LIGHT COLORED REFLECTIVE BACKGROUND MATERIAL 2. NO SANITARY SEWER HOOK UP. 3. GREY WATER HOLDING TANK TO 3E PROVIDED. 4.0' MIN. 4. TRASH CAN TO BE EMPTIED DAILY INTO COMMON DUMPSTER 7D' MAX. 30 0 30 WITH ADJACENT BUSINESS. A JOIPT AGREEMENT FOR THE USE OF THIS DUMPSTER WILL BE OBTAIN:). GRAPHIC SCALE (IN FEET) 5. FINISHED FLOOR ELEVATION = E35.00 4�� STEEL PIPE FILLED WITH CONCRETE f PROPOSED ELECTRICAL CJ ICON DETAIL HOOK UP AT E�ISTING SIGN NTS LANDSCAPED \ LOCATION TO LECTRICAL PANEL EX. 51ZzN REA \ �-130X MOUNTED tT BACK OF KIOSK 40 F. OF LANDSCAPE AREA \ ELECTRI LIM TS f TO BE TOPSOILED 4 SEEDED \METER qR a�� \ \ �\. ENC —' -" F� 1 \ 12-BOXWOOD \ 2-0 ER GLORY RED MAPLE 1 -- ,- __U_ -- x x 30 GAL.TRACH CAN ( \ 1` \ AN H D O \ REGE1I'1` PLACED PAYI=MENT / . — T P OP SE 81>8 DIRECTION ARROW PLAN o' ( S LF C ONT AINE»- ' '.'Out 1SCALE: 1 1�,— D\ \ \\\ PRO DE \ \\ \ \ \ \\\ - EX. 1OT R 60U�E' > I , d SOIL _ OW MARKINGppp\' 1 \\ \\ \ \ \ \\ '��'... LF-A-C EE \\ \\\\ \\\\\\\ \\ 0\\ 9GG 2 F, VE I --I I C .._� T NcE s N \\ \\ \\ \ \ \\\ PLOP. PAVEMENT O MARKING FOR 2 \\\ \\\ \\\ \\\ \\ \ �- r _ — _ _ _ HER LULPARKING C /r // / \\\�\\\\\\\\\\\\\A\\\\ RECAS CONCRETE / \ \ / \\\ \\ \ o C� LI'� / / _ RE NT Y P ACED IUNF, C STOPS ,/'G \ , \ \ \ r \\ \ \ \\\ \\\ \ \\\ \\ \ \ \ 6 0 WIRE 2 OCTOBER/CQRY RED MAPLE 8.0' wLI 3-2 \ 'AREA\ / 1 \\\\\\\\\\\\ \ ELONGATED TURN LANE ARROW DETAIL OT __1201 Type B Ulhite Pavement Marking, Elongated Single Arrow Signing legend LJLJ ZONED- 7`21_11/ \\\\ \\ \ Al �\\�\\ \ STRAIGHT ARROW DETAIL N.T.S. CU A PROPOSED 5.5'X3' BUSINESS SIGN FOR CALF -A -COFFEE WILL BE / / \ \�'ADDI=D TO THE EXISTING BUSINESS / / /,✓ \/ / -'" / ~--` / - .,-., I \ = \ \ \\ \ \ \ \ "S\GN GROUP I , r' •� / ( y f \ \\ �\ APPROXIMATE LOCATION \\ \\ Z 0 NED�.. --Be" 3 � � .� i � � OF EXISTING FIRE NYD NT \ 35 ENTRANCE x W W z z W 0 o � �110N W CD a' Q .� C�1 CO U b. 'ao 0) 1 rn 0 � z x > � C Q) W aLo o Q) a � E-w H OF f, I v TUNG NUG ADHIINsue Noe026715 W <x W LL Q Z LL 0 z V w 0 0 W um W ,j Q W o [�C U) DATE: FEB. 26,2004 SCALE: 1" = 30' DESIGNED BY: ML,GD FILE NO. 2739SC SHEET 2 OF 2 v �� � ,rr P � >4� rho"¢_ hi',.: