Loading...
HomeMy WebLinkAbout18-06 Hilltop House Adult Care - Adult Care Facility - Stonewall - Backfile (2)s GENERAL NOTES 1. The property delineated on this plan is located at the intersection of Denny Lane and Berryville Pike in Frederick County, Virginia. 2. PROPERTY OWNER/DEVELOPER: Contact: Scott Smith Hilltop House 111 Denny Lane Winchester, Virginia 22603 Telephone: (540) 667-5323 3. ENGINEER/APPLICANT: Contact: Timothy G. Painter, P.E. Painter -Lewis, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. SURVEYOR: Painter -Lewis, P.L.C. Contact: Joe Ritchie 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 5. The Site for proposed development is parcel: 55B-A-6 The total parcel area is 4.9609 acres (216,096.12 Sq. Ft.). 6. LOT DATA: Zoning: RP, Residential Performance District Current Use: Adult Care Facility 7. ZONING REQUIREMENTS: Front Yard Setback: Required- Provided - Front Yard Setback: Required- Provided - Side Yard Setback: Required- Provided - Rear Yard Setback: Required- Provided- 50' Route 7 67.73' (proposed building addition) 50' Denny Lane 62.33' (proposed building addition) 15' 76.04' (proposed building addition) 50' 142.12' (proposed building addition) Building Height: Maximum Ht- 35' Provided- 34.26' (proposed building addition avg. hght. to mean roof elev.) Building Area: Proposed Addition: 12,404.00 sq. ft. (footprint area) 34,692.00 sq. ft. (total floor area) F.A.R.=(57,828.39 s.f./216,096.12 s.f.)=0.267 8. IMPERVIOUS AREA: Parcel Coverage Must Not Exceed 70% (Max.) Coverage: Impervious Areas < 216,096.12 Sq. Ft. x 70% = 151,267.28 Sq. Ft. 9. OPEN SPACE: Parcel Coverage Must Exceed 30% (Min.) Coverage: Open Space > 216,096.12 Sq. Ft. x 30% = 64,828.84 Sq. Ft. 10. PARKING SPACE REQUIREMENTS: Parking: 1 Space Per (4) Beds plus 1 Space Per Employee on primary shift Ex. Facility: 74 beds Prop. Facility: +68 beds Total: 142 beds 142 beds/4= 35.5 spaces => 36 spaces 2 ea. x 2 spaces= 4 => 4 Ex. Residences: 2 ea. 4 spaces Employess: 16 ea. +16 total Total Required: 56 spaces Total Parking Required= 3 Spaces Total Handicapped Parking Required= 3 Spaces Parking Setbacks: Front: 5' Rear: 5' Side: 5' 11. LANDSCAPING AND SCREENING REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Headlight Screening: 3' high along Rights -of -ways and adjacent properties. Interior Areas: 5% Interior Greenspace (1) Tree Per 10 Parking Spaces Zoning District Buffers and Screening: None Required PROPOSED DEVELOPMENT: 1. TOTAL IMPERVIOUS AREA FOR THIS DEVELOPMENT PHASE: 28,489.51 Sq. Ft. Proposed Building Footprint Area= 12,404.00 Sq. Ft. Proposed Asphalt Pavement Area= 14,991.22 Sq. Ft. Proposed Concrete Pavement Area= 1,094.29 Sq. Ft. TOTAL IMPERVIOUS AREA ON SITE: 76,104.07 Sq. Ft. (or) 35.22% Total Building Footprint Areas= 35,540.39 Sq. Ft. Total Asphalt Pavement Area= 35,353.23 Sq. Ft. Total Concrete Pavement Area= 5,210.45 Sq. Ft. 2. OPEN SPACE: 139,992.05 Sq. Ft. (or) 64.78% 3. PARKING SPACE REQUIREMENTS Total Parking Provided= 58 Spaces 31 Existing Spaces 27 Proposed Spaces Total Handicapped Parking Provided= 3 Spaces 4. LANDSCAPING AND SCREENING REQUIREMENTS: (Note: The following calculations are based on the proposed impervious area that shall be constructed during this phase of the development. Please refer to Approved Site Plan: SP#47-01 for information regarding the existing landscaping.) Parking Lot Landscaping: Perimeter Areas: Required Trees: 28,489.51 sq. ft./2,000= 14.24=> 14 trees Provided Trees: 14 trees 11 trees proposed 3 trees existing Provided Headlight Screening: 3' high evergreen hedge along adjacent properties and rights -of -ways. Interior Areas: 5% Interior Greenspace Greenspace Required: 14,991.22 sq. ft. (x) 0.05= 749.56 sq. ft. Greenspace Provided: 1,121.19 sq. ft. (7.48%) (1) Tree Per 10 Parking Spaces Trees Required: 27 spaces/10= 2.7=> 3 trees Trees Provided: 3 trees 2 tree proposed 1 trees existing Zoning District Buffers and Screening: A "Full Landscape Screen" was provided, against the adjacent residential properties, in an earlier phase of the Hilltop House development. Please refer to Approved Site Plan: SP#47-01 for additional information. ZONING NOTES: 1. The site lighting requirement for this project shall be provided by the existing lights placed on the building. All lights shall be directed downward so that the illumination does not impact adjacent properties. 2. One (1) dumpster facility will be provided toward the rear of the lot to service this project. 3. The mechanical units for this project will be placed to the rear of the building. Im SEE SHEET 9/9 FOR VDOT GENERAL NOTES THESE NOTES SHALL BE FOLLOWED FOR ALL ENTRANCE AND WIDENINIG IMPROVEMENT WORK. LLT I:8@AFm1t1ffl111=1M �C-IN INLIMMAINilLIN T E LL TE I L I T I T "IR IME 01][SWC4 E COUNTY OF FREDERICK FREDERICK COUNTY, VIRGINIA I 'D PIN. gf-A-X I 1 "YS, AV D.8 744 P. 5A7 I I I 1 11 Ri<31NAAC I , , - - 56.10' I 1 SO4'27 4' 7 S03055-1 7P 199AD' I 111 r� e I I ' � � I � � � � j � 140P. PARKIIiG I I �O.x \ \ P./.N 5-W A-18 N � P � � t � � I 8 53K cP[c 1 I � � � � � � W � O f I S�1 lI �I P.I.N. 55-A-37 h c� ;., Y) GASNMART INC. I 1l71ED RP I Z pi'`' 2 h ` -- I I 1 1 INSTR.1-05-29563 I USA RL�Y.L7VAAL I y ZONED: B-2 p,., I I O I�USE.• COMMERCIAL L �l_S_01'5- _50 _71 151 1 CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD PROPOSED ADDITION C1 232.03' 0440'53" 2839.79' 116.08' N83'48'45"E 23196' 1, O o O 1II II 1I 1 1I �1 I1I I I II IP.I\.N.55-A -3s � 7,4091INSR-52563 PIN4W-4_7 R4 AZ,40W N: p ZONED.- 8-2 .7*U lY. ME&W I PIN 5M A-9 � "s � � • � D.B /x! P. 39> � ti I � � � I I I I US£:• COMMERCIAL oe. 2Jlf; P W , d4fN A. M��.1.'FE 'I 20WT..• RELOCATED - (� CL �D.' RP 0.8 274 P 465 • rAE , USE MAW O �� USE RE.9l AAL • R° o HOUSE r= EXISTING ADULT a.W Y�CANr S00'43;26'�' 663.63' I - W I Q_ CARE FACILITY oL U 0 0 ii =71_ W EXISTING ADULT I t _C_ARE FACILITY I II S865 EX. SWM EXISTING Y7�I9915 4 �N `00 38 6_"FPI.N5MA-5 PI.N55-A-27 FAI I I I I 349.11 PAGCMf # AkrfEXY ! I 1 I P.I.N. 55-A-34 h MWY L4F P 588AS-WA IU S8812970 "K D.B. 71?, P. 28 675 I I I I 1 MBC LC. 7- 0.8 $9X P. 1019 �. 67.87'' RJ<3G�NDA( � I I I I !NS ONED.• B 12492 USE• 09ZN 90,46'" (BALL a� ) - - N00'38'491F 603.33'PIN J. PI I I USE COMMERCIAL PAR,4MG1'AVr4 PIN 5M A-1 I )mwlT awiRa 6v Ac. R;f A L,NCW PARnWR,9W I O.B. 49b; P J87 RR 654 P J12 21OWD.• B-? I 1 2OWD..• B-3 I USE CO ME AL I I I 1 uE.- R N17AL I I I Ili I I I I I 1 I I I I I I I I I I I I. TRIP GENERATION: HILLTOP HOUSE ADULT CARE FACILITY: FULL DEVELOPMENT BEDS: (WEEKDAY) T= 2.30 (X) + 6.07 X= 131 T= TRIPS/DAY (61 EXISTING X= NO. OF OCCUPIED BEDS 70 PROPOSED) RESIDENTIAL: SINGLE-FAMILY DWELLINGS SINGLE FAMILY DETACHED HOUSING: (WEEKDAY) Ln (T)= 0.92 (Ln (X) ) + 2.71 X= 2 T= TRIPS/DAY X= NO. OF DWELLING UNITS TOTAL: T= 2.30 (131) +6.07 -> 307 TRIPS Ln (T)= 0.92 (Ln (X)) + 2.71 -> 28 TRIPS TOTAL -> 335 TRIPS/DAY (WEEKDAY) PROJECT OVERVIEW 1" = 100' HISTORICAL REFERENCES: 1980 FREDERICK COUNTY COMPREHENSIVE DOWNZONING; CHANGED PROPERTY FROM B-2 TO R-3 (RP) REZ #15-80; DENIED REQUEST TO REZONE SEVERAL LOTS IN THE AREA TO B2 FROM R-3 REZ #10-81; APPROVED REZONING FOR A PORTION OF LOT 5513-A-6 FROM R-3 (RP) TO B2 REZ #23-86; APPROVED REZONING OF THE B2 PORTION OF LOT 558-A-6 BACK TO R-3 (RP) CUP #13-86; INITIAL APPROVAL FOR AN ADULT CARE FACILITY ON LOT 55B-A-6 CUP #04-88; APPROVED REVISED CUP TO ALLOW FOR THE PRIMARY BUILDING EXPANSION ON LOT 558-A-6 CUP #03-93; APPROVED REVISED CUP TO ALLOW FOR THE CONVERSION OF EXISTING HOUSE TO A NURSING HOME ON LOT 55B-A-14 SP #SP #23-93, AND SP #44-96; PREVIOUSLY APPROVED SITE PLANS ;1,TH OF 'vril t U 1.6 ONAL _ s ABBREVIATIONS ASSY. B.F. BLK. BC BML BP BSBD. CG-2 CG-6 CIP CL CMF CPP CMP CMPA CO DIA. DS EOP EOG EX. F.F. F.F.E. FDC FG FH F.L.S. F.LT. Ga. GM GV HCR HB HDR CURB HP HTR. INC INV IPF IPS LP LT. M LP MPD MP MH NDC N.P.S. N LT N RT N.T.S. OHE OHT PIV PL PP PROP. PVMT RCP R.D. RED. R.O. SAN. SEW. STD. T.B.D. T.B.R. T.B.P. TB or T.B. TC TEL. TRB TVRB TYP or TYP UGE UGG UG CAN UGT XFMR WL WM WPP WTP WV 5'R *00.00 �f of ASSEMBLY BASEMENT FLOOR BLOCK BOTTOM OF CURB +`k BUILDING MOUNTED LIGHT BREAK POINT ` BASEBOARD- VDOT CURB \ P �lC2l(k VDOT CURB & GUTTER CAST IN PLACE CONCRETE S? J�- Co CLASS CONCRETE MONUMENT FOUND CORRUGATED POLYETHYLENE PIPE CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH CLEAN OUT DIAMETER DOWNSPOUT EDGE OF PAVEMENT EDGE OF GRAVEL EXISTING FIRST FLOOR FINISHED FLOOR ELEVATION FIRE DEPARTMENT CONNECTION FACE OF GUTTER FIRE HYDRANT FIRE LANE SIGN FLOOD LIGHT GAUGE GAS METER GAS VALVE or GATE VALVE HANDICAP RAMP HOSE BIB 6" HEADER CURB HIGH POINT HEATER INCREASER INVERT IRON PIPE FOUND IRON PIPE SET LOW POINT LIGHT METAL LIGHT POLE MULTI -PRODUCT DISPENSER METAL POST MANHOLE NOSE DOWN CURB NO PARKING SIGN NO LEFT TURN NO RIGHT TURN NOT TO SCALE OVERHEAD ELECTRIC OVERHEAD TELEPHONE POST INDICATOR VALVE PROPERTY LINE POWER POLE PROPOSED PAVEMENT REINFORCED CONCRETE PIPE ROOF DRAIN REDUCER ROCK OUTCROP SANITARY SEWER STANDARD TO BE DEMOLISHED TO BE REMOVED TO BE PRESERVED or PROTECTED THRUST BLOCK TOP OF CURB TELEPHONE TELEPHONE RISER BOX TELEVISION RISER BOX TYPICAL UNDERGROUND ELECTRIC UNDERGROUND GAS UNDERGROUND CABLE T.V. UNDERGROUND TELEPHONE ELECTRIC TRANSFORMER WATERLINE WATER METER WOOD POWER POLE WOOD TELEPHONE POLE WATER VALVE RADIUS IN FEET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: I SHEET 1/9: COVER SHEET SHEET 2/9: NOTES & DETAILS SHEET 3/9: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 4/9: SITE LAYOUT PLAN SHEET 5/9: SITE EROSION & SEDIMENTATION CONTROL PLAN SHEET 6/9: SITE GRADING PLAN SHEET 7/9: SITE LANDSCAPING PLAN SHEET 8/9: STORM SEWER & WATER LINE PLANS AND PROFILES SHEET 9/9: MISCELLANEOUS NOTES & DETAILS AIDULT CA11fRIF FAUU7V 111 DENNY LANE STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FREDERICK COUNTY ZONING ADMINISTRATOR DATE SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0304013 SHEET: MARCH 13, 2006 1 /g Latest Revision Date: October 16, 2006 EROSION AND SEDIMENT CONTROL GENERAL NOTES All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment control handbook and the standards and specifications of the County of Frederick, Virginia. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE Project Description: The development of this project consists of the construction of a proposed adult care facility addition and building link, related driveways and parking facilities, site grading, water & sewer services and mains, storm sewer extension and side landscaping. Existing Conditions: The 4.96 acre site is currently developed with an adult care facility, three residences, and several outbuildings with related parking and services utilities. The site has approximately 364 linear feet of road frontage along Berryville Pike (U.S. Route 7) which currently provides access to the site and 197 linear feet of frontage along Route 7 on the easterly side of the lower level of the proposed building addition. A new entrance will be constructed along Denny's Lane which will provide permanent access to the site. The existing buildings and parking facilities are located on the top of the ridge that gently slopes towards the front of the parcel to the Berryville Pike side slopes which are steeply sloped. The rear yard is moderately sloping from the top of the ridge towards the rear of the parcel where the existing storm water management (SWM) pond is installed. The remainder of the site gently slopes toward Denny's lane in an easterly direction Adjacent Areas: The site is bounded on the north by vacant, agricultural land adjacent to SWM pond, the remainder of the northern boundary has been developed with small -lot, single-family residences. The eastern side is bound by the Denny's Lane right-of-way and the southern boundary is coincident with the Berryville Pike right-of-way the western property line is bounded small business offices that face Berryville Pike. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing Adult Care Facility and the single-family residences. 1 B: Berks channery silt loam: (2%-7% slopes). Hydrologic soil group C, Class II soils. (Approx. 87%) 41C: Weikert-Berks channery silt loam: (7%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 3%) 41D: Weikert-Berks channery silt loam: (15%-25% slopes). Hydrologic soil group D, Class II Soils. (Approx. 10 %) Critical Area: The roadside drainage ditches along Denny's Lane and Berryville Pike. Erosion and Sediment Control measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Berryville Pike (U.S. Route 7) and Denny's Lane right-of-way. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along with property lines shall remain in place and be protected during the construction process to the greatest possible extent. C. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved area shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. Construction Sequencing; Phase I: 1. Site preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. Phase I Control: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation towards the rear of the parcel, adjacent to the residence that fronts onto Denny's Lane. b. Construction of the construction entrance c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. d. Installation of the inlet protection devices at the existing pipe inlets. F:\Tim\DRAWINGS\SITE (01-28-06)\H111topHouse\Hi1rtp House - 2004\Sitep1an.dwg -Phase II Controls f. Placement of the inlet protection. g. Curb and gutter installation. h. Final Grading of site. i. Final paving. m. Remove erosion and sediment controls, as approved by the inspector. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of the work that day. g. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. h. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. i. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseed or resodded, as required. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-552-7001 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE: NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (V) FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE DENNY'S LANE AND BERRYVILLE PIKE R-O-W'S. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY, 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING (THE PROBABLE AREA IS TO THE REAR OF THE FACILITY HEADING TOWARDS THE EX. STORM WATER MANAGEMENT [SWM] POND). 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5 NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION 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 the date of FCSA approval. 3. The contractor shall adhere to the standards and speifications 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 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 department shall furnish and install all water meters though 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 18 and 21 inches. 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: 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. 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. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have backflow prevention assembly (detector double check valve of 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. March 06 STORM WATER MANAGEMENT- 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS -1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STO?M SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CC-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. MISCELLANEOUS- 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE RP & B-2 ZONING DISTRICTS. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF WHAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE STAKES SHALL BE 2"x2"x72. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. STEEL OR WOOD POST STEEL OR WO,QD POST 36 HIGH MAX EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT L' 10 FT MAX. SPACING WITH WIRE SUPPORT FENCE PONDING HT. WIRE & FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF 9" MAX. (RECOMMENDE STORAGE HT 111�1 ► _I 12" 4"x6" TRENCH WITH COMPACTED BACKFILL STANDARD DETAIL RUNOFF �_ .: a, � •:i I I��- GRAVEL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REM40VED SEDIMENT" SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7 BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO, SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 x OR GREATER EXISTING PAVED I I I I E 1 1 I I--- 'k "fn `� ROADWAY FILTER FABRIC SECTION A - A NOTE: SPILLWAY USE NDBAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. -� Q I ti. 0 FLOW � PI W tw o c o' � �Jb •D,,p ��•q(�'�� .,4 4 '' &1) e$1�y�2 0 LLI ACS _{.. �_ 'gf Q•'AG+ :O"t5 •->^",+.,'fo . '1{=QLy-"y6��y,, d A A WASHRACKS AGGREG OE RSE�( 0:� MIN. 6" THICK y j(5�4cn,�.'-+�d�O4 64�f]' (KiT 4e�7' q OTC 1Y44 ekz 0 I z q,_, DIVERSION RIDGE X w 70' MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR SAND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO E ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING C S REQUIRED, T SHALL BE DONE GRAVEL ON AN AREA D WITH CRUSHED STONE THAT DRAINS NTOIANEAPPROVED SEDIMENT TAP CONSTRUCTION 4. INSDAII LLEMECATT EI GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT COUNTY of FREDERICK Department of Planning and Development 540/665-5641 FAX: 540/6654395 u-115r 29, 2006 .Pill 1 ries 1'aintcT-Lewis, P.T..C. 1116 S. Stewart St. Winchester, VA 22601 RF: CLIP #05-06 for hilltop house Property Identifieation Dumber S-5B-A-6 Dear ) 4s. Fries: 'II'his letter is to confirm action taken by the f rederick Cotrnty hoard of Supervisors at their meeting on .August 23. 2006. The Conditional T Ise Pennit ,,05-06 for an adult care facility was approved with the fu111owtng conditiom: 1. All rep iew ageucv requirements will be addressed and complied with as required. All federal, state, and local regulations applicable to adult care facilities will be complied with at all limes. 3. :A site plan shull he submitted and receive approval prior to constnlction on the cite. 4. The entrance outo Rcwtc 7 will strictly he a single right-in%right-out drivetivay. 5. Any change or expansion of use will require a revised Conditional UsePermit. ifyou have any questions regarding this action, please feet free to call this office. Sincerely. KeN in T- Hcnrg Planning Technician k t 1i: hhd cc: Charles S. flcHaven. Jr-, Stonewall District Supervisor John 11. Light and Gary Oates, Stonewall District Planninc Commissioners, Jane :Anderson. Real Fstale. John Trenar-y, inspections Administrator Joseph Smith, I I I Denny Lane, Winchetitcr, VA 22603 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-50M 12" GRAVEL FILTER*-� RUNOFF WATER SEDIMENT CONCRETE GUTTER - WIRE MESH FILTERED WATER III---,_�I, ,.I . ; -III .." PII= 12" CURB INLET SPECIFIC APPLICATION THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. GRAVEL CURB INLET SEDIMENT FILTER NOT To SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07 PIPE OUTLET CONDITIONS A A SECTION A -A FILTER CLOTH A 'IPE OUTLET TO FLAT \REA WITH NO DEFINED ;HANNEL L a ox 1=t1 I Ir � KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3d o (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL I-�= d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON uN/AG M4,v e£ R1PR4P C9W7fD RhW CABigV SCA'tT, OR CQAVAEV.. 2. La /S 7H£ L£AG7H Of 7Hf- R~ APRLW AS CNC11L4U USMC PLATES J. 18-J AND 3.18-4. J. d= 1.5 71ME'S 7HE• A414VUM S70Nf LXM/£7fR, 80T NOT LESS 7H4N 6 /NCHE3: Q O w J I- 0 w 0 o- V) J_ W Q 0� Z U Q Z kn W-� Z J> D< _ T0W� i > Z Z�0 O UUJ Q V � Y =1V = Q � Q LLJ Q 0 Z 0 W ■ V J +� 0 N r`r) O ■+ a) (0 CO U CnO (N r V) N I 3 N NN 0 0 c0 .`. c W V) = n- J �- -- 1 : c a� Q' O o V)rn _r W r' a(,_ t0 0) U c ~ w E Z � w a a c� to z� J w Ld V) LULIM0 IZ ;� TH OF yj1111110Y,16� . PLANTER o. 18260 Z 2 /Ol. f SSjONAL SURVEY: PL-PLC N/ DRAWN BY: JOB NO.: TGP 0304013 SCALE: DATE: AS SHOWN 3/13/06 SHEET: 2/9 � � 1 A I 1 A 1 A I 1 A 11 11 I I� PIN. 55-A-26 ",I'S' INC A D.B. 7 , P. 5A7 -- A 10 ARSVA11 UE^ G, --- _ _ - DENNY LANE _ - _ - . 122 - _ - ----- - - 4 p Ex 00-13 0 RCP y = — Ex. Entrance �I 1 R—O—w .�' — SAFE DRIVING SPEED: — -- -- = a_ aasx --; > 25 MPH i �ro Ex-1s _ — (UNPO$ _ = a m e asox s�,. ---- - - _ TED) Ex`P.—_ �� 66ds19'1 Ex 46.77'-1s"/ RQp /n �26 - ti Water Main Out=66,�so_a. N1 I QJ2B Sibps Out=662sd' _ �0 °P -�' ea• Ex. d• - 1 Ex 1 00 Ex. 1 story m / (T �R) I (pwi J Ex Cr-W k calm Ex rrw (� /� p=- (-E AEUANV) T I PIN. 55t9-A-17 P./.N. 5M-A-16 � i � �- LA1hV/E ✓. R/t; Ea/AN L, S A. MA, OV � / ,++�' Aso' Mbtr Eamt (T.B.R.) Ex � D.B. 2M, P. K27 D.B. 25Z P. 2.�8 / ° _ P./.N. 5S9-A-18 I USE- RE.7XV)7AL ZOWV.- RP USE RE9A�NAAL 1 X77Y C L/LL Y I I .. \ I l Ex. 20' Mbi r Ewnt aag) D.B. 59,; P. 711 / - r -_ J _ I `� '\ U- RE.ADENJ7AL I I I I Y. Ex Ana 1 S "�✓ ti ✓vv . -. i N I 1 a m r I, Cb �► _ conc.19, it �S$ i77 - - -- - ` Pod d I"��`��i `�' I E(r 1 I Arm ° _ _ (MR. �.' _ ° �( �' A, R�° W°1f b ° ° - - Ec 4'Ca>G STEPS �. ° _ Ex. Eemt. m Ex d MOCK 6 R15ER) I To Be Voc x I c� vet-aeaae Ex 1AX - 4 /son. 3:� Let My out-d7soc I �, _ - W water f A ►: 'ri 8 - - -- — — ;� - no Eemt I %�� .&Y -- / - _ .. - 1 -' � -- --- - __ _ i � Ex f��i`=tS�fOut : .78' CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD fi>�� '-/ � — — — — — --= _ — — - — --- �► • aloe sbPe�Mr_ � �. ' ,, \ "� _�� I C1 232.03' 04'40'53"' 2839.79' 1 16.08' N83'48'45"E 231.96' O I �y ' ;/, ��� i — / r -dnsdI I - Er�CG-6 T MK dt=d73 d9; I CQ Ex. MV. o Ex ac�`� raR � M. \ i Mv. t=6 dd I I I \ f2 (T.BR.) l J a £x 4'AQ , 7 , (T.91e) 1 POLE � Ex 4'/ Sian. . -Lot II B.R.) My L-N e 2.Od� MOTE \ 6x Rf2' \ \ II I PIN. 55B A-11 -I _-E Ex Tr.. I I a. �a i� o.�nr a j Ex. 20 Water NIEmED. (T.B.R.) RA )MO A. ZAQYGD � . � _ / - --- - — � Ex D.B. 420,, P..J'91 t �� Ex. (r.B.R.) - .� y / Line Esmt. Ex PoMm (TRR.) m ZGW£D RP o,� -- Ex s-d cant. Mbar (QR.) Fianr Dana j USE VACANT I // ,�,` 1s•/ Mr. -ours r� — � T.RR. e # I - _ Ca�c NMt�T�R.) + - I �Ex o,.non9 lt1RJI F Lot, I �3 sn Cs FodRy I I I ------ ��-� \ ' GLENN R. SHERRYL. / / PIN 559-1-Al Y_ Ex Ex AtrOV Haws FocAWy Ex -(J�Ex Po�trng I Ex. U9ht, 1' I ai� I PIN. 558-A-9 I J I _ Coma l0 fit= o' as (re.R.J . (•� I °° u ✓AMES A. NYJYFE I ZAL7/CD I �' �' / /� I I stoop Areo= as2Q77 sq Ft D.B. 27� P. 465 y D.B. Z� P. 27i� �A �1 6� j r 6* i � - I F.f:= OW.15 I I I oNilll GWED RP I i ZGWED dl° dp I �� - , I` ti usaK Hoeing Nan, - _ �ol ICI "\ ;ol► USE.• l/ACANT i U.5E IUCANT / / - _- b p � tl IIII ;' I Water Vne / // m. 10 // I N - s % a • ao Ex L Bed Ex. LcndwdpMy71hd---Ct0 _ - - � Ex. Meter / — _ - --- Pit - _ �Y�ttj• — l� � y Ex 4' Caaa Nfslt Ex. 4 Cana M6Air ��'�-' , 'x , '� J ' — -- -1•8•8 .S 1 _ .— j — .. -._ . -T- _� — I . raNr � ` ! 2 � � °p . Ex. LembapMg Bad(E.Co- -' �A - i I + ,.�� I �� �• \Ex qwn Porch rorn.d a,y Ei top-67n42 -1 a e ,os os Ex a e ,os EAT. Inv. M=672317 it V. Out-67212 Ex MNeip Nome FodRy Carrnect/on rr nx i 1� I X-� I 11) sro►n 7.1 160' ` u fir. rB71.56' eerz b Anaa= 7,227.1 4 Ft I Usa MMamg Nan. 11 I I I Story cam Als (1 �1dFi9 Pod ae�as� aeeesse� aa�e� a�aer £x Tap Neer :SI4AMEde -- -- -- --`------------------ NmiL / _ -- - ---- % _ -- - -f--------1-- _ L // /l // � l Approx Locatlonr of -_ Ex �� _Ssn-Lo-----(t-------- / I Ex. SWM I I /� �// ` sa. -------- _ POND q°'" Sp°c' -----X. --->ew. wim+ arTon , --J------ FACILITY 1 IP./.N. 55BA-5 PAUL/NE M. MciaNZJE \ — OB 75 CV -+ 12,P286 T sae ,os sai � I / / P./.N. 559-A-1 I � I P./.N. 55B-A-�F k , RW A LM IM PARNNER.9W D.B. 654,, P..717 PARAMG%NT j 7L ZGYVED B- i I w/IE CGWTRA CO /NC. USA RE9DENAAL �' D.B. 49K,, P J87 I AHD- B-2 0ECGiNI D AL Scale 1 " = 30 ft N 0 �o �o \\Q w J U w O w a_ Z OZ H 0 Q' zz U � W J Cn i 00 Z � ui z X W U �_Q Z �0 0 w w=,ZJ> D Q �+- }w O w I— W Z V) D O W�U Y 0 r Q W Q Z IX O LL. d 0 sr r a) O N tp 0) r0 py U C r N ' o LO U '� N c0 C. v v_ .0 O `) Er�' �' vim® aaaaJ 1 j c a' O a� U ) E '6 o a- LV (D L W U U v _ C F- LL- E Z 3?-' w 0 Ln z CE J w �w to O Ld H OF � j PANII't'ER 18260 �o, /o/,Z�o� G `r,1 ONAL SURVEY: C.I.: PL-PLC 1 DRAWN BY: TGP JOB NO. 0304013 SCALE: DATE: 1 "=30.0' 3/13/06 SHEET: 3/9 PEAT,! ------ Inv.=664 6' !� I\\ � 1 1 I 1 (AM _'---_------ NOTE: EX. DIRECTIONAL I �EntranceI I � Ex. 38.00'-15"a RCP----------� 1� -Ex -1 1 SIGNAGE 4 --_____==___Cl. N 0O.36%'Slope -Ex. E.O.P --�t-� 1 THE EX. SIGN AT TH O R-O-y�r--___________ i 1 SG E Ex. 34.00'-1570 RC I S�F�' I>RITIIN p =a. lu A o.soz slope I Ex. SMH 1 1 INTERSECTION OF DENNY G S ���• _ _ - - - Top=669.84' I 1 LANE AND ROUTE 7 SHALL 1 _-- '25 1�IPhr Ex. E.O.P. Top=667.91' '---=-=i=====_ _ I 1 II , - - - - - _ ln=663.51' Ex. 46. 77'-15"0 RCP _ _ _ _ _ _ _ _ _ _ I 1n=66264 II 1 -T-.-._ -- Water Main 12y� Pit - - _ _ _ _ _ Out=663.50' Cl. I!! ® 0.32z Slope i ► - - - _ _ _ _ _ _ _ Out=662.53'BE PERMIT A SIGN I ' I-- - - _ - - MUST BE OBTAINED FOR Steel 1= 1 I _ -1 Lv4tet _ _ _ _ _ _ _ _ _ I - - �) ► � REPLACEMENT. 1 S -mac- i i " � _ _ Ex. 6_ Water Ma_n_ _ 1 11 I , 1P �--�.. --- 56.00'-15 � R Ex E� � �--"� - - r- - - _ � - - 1 i O _ t _ Ex' 1.00% SI�o _____�<�Inv.=666.62 _ I1 1 1 \ _ �u ®�--�___------- -o Ex. FHII I 1 1 I h I T.B.R. I I n once / �u Ex. G 6 �-� � - _ � 1 1 J I I I p�u II � ' Exit �� i ® 2' CURB CUT , /PS - �\ II i )I / \ t o II 1 458 R 25.15 0.46 III I I 1 I I II 01 1- I k0 N 11-A --- 1 NOTE: FIRE HYDRANT I 1 I \ I o II 01 I !1 MKS �/� N CG 6 ' �� �1 � �I���# � � 2 N b.-. `W II I I �u iW II i L12] PAR ING N 9.00 I AEA wop I 8 X8 TAP I ffl f _- -�1.. 1 PR.. ' THE EX. FIRE HYDRANT Lri �, �,, ICI 1 ASSY. SHALL BE REMOVED I� i XI AND RELOCATED. INSTALL ,.-- I, �, ' l APPROX. 7.5 EXTENSION i 8 0 11 A 1" �1 AS SHOWN, OR AS MAY 1 ' i BY FCSA P Xj 1I II 1 I) �' 0 - - -- _ .45_ f3.R.L. - cv o 45' BE I l0 1 BE NEEDED FOR THE EX. I I I m. IGN �-'�o & .. STRAINT o II ! 10 1 I I - HEAVY, ' �, I �' I SITE CONDITIONS. 1 , � I Ex. CG-9B N�= -WATER LINE MN c�i II 14 I I J ' l. J II h 1 ❑ _E�trance I i �`� GG-6R 500'R 25.15 CD -51' 45• E 1 1 1 I I I I P II h I I I II I (TO REMAIN -- 20'R �10 & R T11 1 I - _ _ _. _ _- f�- 3 R � PAVEMENT P./.N. 55B-A-16 I _ F E LANE CONC. r °` ,' ; WIDENING P.I.N. 55-A-37 P. /. N 559-A-17 LEIN/S A. HODGSON II � I Do NOT (TYP.) LONN/E J. R/GGLEti1AN----76.04' 9.0o AL WALK I J I I GASMART INC. I D. B. 252,, P. 238 I II I _ _ D.B. 276, P. 427 I RP Ia II I SIGN o--62.00'- - \ ° ° II i I I I '� INSTR.# 05 29563 ZONED. E II b o �I1 I ZONED: B-2 ZONED. RP W I II I,� vi FI E NE I 1 _A_ 18 USE.• RES/DENT/AL II I� \ I� P. /. N. 55B I USE. RES/DENT/AL II N �' � � 4' CONC. 3.5'R W�TYP• �!� 1 � 1 I I USE.- COMMERCIAL BETTY G. L/LL Y D.B. 596, P. 711 ' ` o II 14, WALK 16.50- - N - '`411 1 cl) I 1 ZONED. RP ' I N II I HEAVY �`ran I I I I II I o PAVEMENT I" USE. RES/DENT/AL I w II C : oo 1 'b O I I I, .128 6 III cn / _ 7.22 20.00' 24.00'- 25 I I P !I II I PROP. Mmw BIOME - ad I 1� I b b 1 Z I 1 i r--- -- --� , FAICN.RY 8 N �. 1 i i m NOTE:- ❑ 1 I CONTRACTOR SHALL INSTALL 11 II I 11 I �Z� S1Oli IN1111 e o �' '{ ii I I ► �- - _u - --- �- W ---� �3 I AYE. NONT. = 34.Z6' o � � � � < �, I�'� 1 y � � 1 o GV S, METER BOX ASSY, AND I I III �� I o � 0 0 j I cll Ex. Parking N c; o AREA z 1294" 4 Ft. O I HD P\ 1 I I i FH ON EXISTING LINE. ALL WORK I I _III �3 Area ---------- Sol I D RAMP 1 II y I I I \ I I I �I v cv (Kw a I PARKING � r- - I I \ TO BE TESTED. 3 b �. I AREA I m 1 1 r 1, n ®I k _ _ _ [81`'' ► F.F.= iS0.15' - ° _ 15.2 R 1 I -N ---- W = --} 1 1 1 S.F. 670.00' Z IW if I um Nt1RSN16 ��, - 2 C 1 I 1 I 1 I H01 �; I �, W 1 IPF /' i Z 9.2 .42' PROP. I 1 o `) CURBED ' .8 ` Cw;1 CROSSWA K 1 I 1 _ I ' r---- r--------�--- - - - -- _ I I r °pol 5'R ISLAND 3R (TYP.) � 1 Ex. 6' WOOD FENCE r--r--t_ I I I I 1 �.�0' ; 38' -..-..-..-..-..-..-..-.. - _..-..-..-..-.._..-..-..J -- II----- --- - I Ex. Esmt. 'R111 ° I ,S l " III II r " To Be Vacated G-7 i I Ex. 470 C. 0. Ex. Inv .= Inv EOufx. 4675.00 _ - L II �� - 1-� 14.96' ( ) 3. �4' I 1 �. Inv Out=669.28 h �� M- - 24.00 EXIT 2 N PROP. 24 b 668.72 Ex. 4"0 Son. Sew. Lat. F �: T - -7' q --- -- _ STOP BAR Ex. PR. TAP '� I - - E 5' Bend �'' `� L}i I 1 J 1 II �'Y FCS " FIRE LANE & TB. 2 ° �I I I Jw Q o 2.08z Slope Plug BY FCSA Ex. 8 0 Waterline (T.B.R.) B °s• �I Ex. SMH ADvkT TOP AS NEEDED) 1 - - - _ _ _ _ _ _ _ _ _ = JE�x. 20 Water = - _ - - - Ex. 20 Water (TYP.) _ _v o���----,r---1 - o 0 2 Ex. 1 0 Water Serv►ce - - - - - - PER FCSA REQUIREMENTS - _ (� ° T 670.32 - T � �� 7- Line-Tsmt. - _•- - - - - - = _- _.L = Une=Es_m_i __ _ _ 15 R �� 1 / 661.83' 1 1 P.1. N. 55-A-36 W - - - _- __ �'_ __ To Be Vacated - - ! PR. GV Ex 8 0 Firelme - SIGN HD P 111 ( ) co Out = 661.78 1 1 } II do Box PR. CONC. " P P. 73.5 0 N. S t PR. GV PR. 2 WATER RA d I I GASMAR T INC. 4i J 0 / �+- f FH r-� ____ ___� ____ �� WALK ° do Box SERVICE LATERAL LAT AL ® 1 lope o -}--------------------- - -•--� - >) I PROP. 6"I sANI SEW. *� 1�M// /--�e-.ar�r�e-.-ar�r�r�r�r-------------- -'� - - -- - - --- PR. C.0 T 1 LATERAL INV. �I 662.50 I I , INSTR.# -05-29563 - T - -, - - X. T =677.98 - 27.00 INV.= � BY FCSA F-Ex.fp=67�19 Ex.,CG-6 F.I�`� II 6 Inv. Out=67369 Pw. F '� 45 Bend I 1 I ' ZONED: B-2 665.40 �\ 1 IInv. l�► =672. 3 ' l" SIAMESE "GMT z 34.26 ' `, I an TB - ;' I I'- I I USE.' COMMERCIAL ..i -r; �Z) $TORT wMh e� 9.00 Ex. --- --_ I ', t.. Ex. x R. ro / Inv. Out=67 .86 i i c µ- �- E CONNECTION �. C.O. ( ) ' Ex. POLE " I ; AREA z dSZ.00 Ft. „ i i ` 6 ` i i �:� C.O. �� / Ex. 4"0 Son. Sew. Lot. I (T.B.R.) © PROP. 6.00 L-12 1 1 TOP=676.00 'n Ex. 4 0 C. 0. ��� `� Inv Out=670.71 / �' i,,_ , ®2.08.1' Slope 0 24.00� = Ex. Esmt. I t - I ' I 1 15"0 Inv. Out=670.00 1 �- .- ' ° FAX �.�5 � (To Be Vacate) 1 d C I REMOVE EX. BEND Ex. 20 Water o •s . ._ ._ ° 00 HDCP o S.F OY N IM <R I J do CONNECT T EX. ° -NO-TE. Line Esmt. 4 1 8"0 WATER LINE - ONC. AMP o EXISTING 4"0 SAN. SEW. M 2 00� 7 73 co 88S'Ss 1 PER FCSA REQUIREMENTS I I I I � „' I ---LATERAL SHALL BE TIED LANDSCAPE - v oe I 1 �i 3 II 2.00' LANDSCAPE M I I ° S/oC 1 1 I INTO PROPOSED BASEMENT AREA AREA °' k N I I 8 %1 pox ii 5 R �u y B PROP. DI-3B, L=12 I - - -- - -- - - -- - - - -- -I w I ID TOP=669.80 ii L__.PLUA�ING. I ° C�NC. WALK 1 .Ol Ex� II I ao^� 15"0 Inv. Out=666.00 I I C.I cn 15"0 Inv. Out=665.80 I N ILANDSCAPE � Ex. Overhang (typ.) E 4 0 S Sew. Lot,� PARKING N r---- _----- I ► AREA f`>`' e I (VIF) '►e 1 _ n I Cv.._ _.: AREA n S- I I 1 Ex. Parking 0�Aw Facility m I, U L! .11 i i I I oyoa lII r ExEx,. I3 Ex. Lights Ex. Nursing Home Facility Conc. 0. (1) Story, Hght.= 20.0 Stoop -- - - - Area= 6,520.77 Sq. Ft. 3 - ^--- 1Q. F.F.= 680.15 °° 0 WI I I i Ex. Sign I'i1m Use: Nursing Home of v I N I W I l x x l -�_ I m1 J I. " 7.66'-1 0.00' 24.00'-+t Ex_ 6 0_-1 XI Jo 01 r ii II a� I I oo TYP.) I I I Water° Line I j v 0 9 ' , q J r �� ��- I s �� �� r �� �� - - - - - - - - - - I'T No r" ' / 1' o = Zp c v I Ex. Landscaping Bed Ex. Landsco in Bed / / / L_ _ _ -lAss r 1 O.� ENCLOSED r _ =o'o c `-_ - __ _P. 9_. -- - -- -I Ex. C -/ Ex. Meter y 5 _ _ _ - y - if G_g DUMPSTER _ _ { I" II c '�'f Z �u �' o L Ex. 4' Conc. Walk -- _- -- - Ex. 4' Conc. ._ _ / s 0°I III J 1 -.._..-.._..-.._ � °�� -- -' C -- -- ---- - x. Pit OfFce Trailer � , Z (0 �, y {I -- __ - -- - - r Ex. Conc. Walk E I J J O J Ex. Landscaping Bed I I I `15 R k Q Ex. Landscaping Bed - 2 R - = y �u as :� : spa as : ase as �� Ex. Open _ � __�� - Ex- I _- II fix' Sfor.51 �._.._..-.._..-.._.._. ,_.-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..-.._.._.._.._.._.._.._.._.._..-L Porch.._I.- Deck -.._.._.._.. i , I NOTE. FRONTAGE y o5 ,� �'�'e ,os I .. _ I I ,j 'Framed Building Ex. To=678.42 I �'�1'e .05 I I I Ij, I 1 IMPROVEMENTS J p Ex. Siamese .� I I I 1 I I Ji THE REMAINING 1 Inv. 1n=67230 .6' 3° I � Connection sr 1 Inv. Out=672.12 �' I t , Ex. Nursing Home Facility �� I II II I I I FRONTAGE 1 Ex. In to v (1) Story, Hght.= 16.0 I I ° Area= 7,227.1 Sq. Ft. I I I I J J IMPROVEMENTS --� F.F.= 680.11' SHALL BE DONE 1 IW I I Use: Nursing Home I J I AT THE TIME OF II II r 1 I I THE NEXT ADDITION Ex. Ex. (1) story Conc. PR. 16o.CP.50%"0 RCP I OR ANY SUBSEQUENT g Pad I :: : a� : ar ar air ae :: a :: a: : a� aemee - -I CL. III ®(J.50y Slope (Q; I 1 Meta/ Building I Ex. SMH I I I SITE ALTERATIONS. I F- Top = 666.95' I J I � �----------- ---- - -- _ .✓ In = 661.00 -- __ -{?--- -- ,_---- Out = 660.81 ' 1 ----------------- -------- Ex. A rox. Location of Ex_- San;Sew. ------------------------------------------------fi't-------------- --ti - EX -San. Sew. Lateral-- ---__-__------------ ---- 0 en Space ------------- pP------------------- ---� mum Station 1 P P Ex. San. Sew. Latero/ 7- P - � I J I P./.N. 559-A-5 20 0 20 60 00 : I PAUL/NE M. McKENZ/E I J J D.B. 712, P. 28 675 , 1 1•8•8 '09 I ZONED.• RP Scale 1 = 20 ft I 0RP,OP. ES-1 USE.' RES/DEN17AL �`--' 15 Inv. out=665.00 i I I I I I II I P.I.N. 55-A-34 I I MBC L C. ' INSTR.#-00-13492 I ' I ZONED: B-2 USE- COMMERCIAL 1 I I I I it w J U w O o' a- 0 H V) 0 0 J J_ ■ J a Ti "i N I QZ J 0- U J 0 Q U Q � Z LLI � � Q Q w J IX J- F- Z Z � Q Waco 0 � U� J a Z Ce 0 LL. V) �. p N n O N 0 0 1 Q) U 04 4 N L Lo 3 N I 04 N 3 c 00 c v 'v V3 °' 0 a +� (D U c o +? o '� w -c o v a 'Fn (p -C N U U v E c � w 3 w o{�Z,TH wA U71w PAM 9 o. 18260 / G SSIONAL SURVEY: C.I.: PL-PLC 1 DRAWN BY: TGP JOB NO.: 0304013 SCALE: DATE: 1 "=20.0' 3/13/06 SHEET: 4/9 - L4� -11 - - , , NOTE: EX. DIRECTIONAL PTAWY ZdNAF —Ex —op. — �. — — — _ _ -- - - -1 �- -- -- - --- 11 1 1 o - i", � - Entra -4 Ex. A12209 Ex- Jf.00,--1'5"0 f-,Cp nice SIGNAGE OP P THE EX. SIGN AT THE ;P 9 O.J67. S` e 40 R- 0- Ex. SATE 0R,%,I S Ex, .34. 00 304 INTERSECTION OF DENNY 0 6�50Z Slope E. 0. P. TOD 66 79 Tap=66,9.84 LANE AND ROUTE 7 SHALL . - In = 662.64' (UNP OSTED) In=6635" E.Y. 46,""-15"o PCP 7:zz7--- Ex- 6" BE REMOVED. A SIGN PERMIT 'Slope, Ou t = 05,6- 2-5,3 Water Main E.N. IH P MUST BE OBTAINED FOR 1 20 0 20 60 o Ex. 6" Wo REPLACEMENT.o I - ter main (-4, I - Ile Sccle 1 20 ft S Lai F 010010-0 ,Entronce G 00000 0000 Exit 000 1 00 6, LIMITS Rji Ill 2 PARKING 1 AqEA\ OF 0 CONSTRUCTI�bN TO .3.5 0 SIGN C') Ex. CG- Conc. CC. Entree G -6R I,-- (TO REM .10 z l> --O�l JONC. P.I.N. 55-A-J7 -A-17 DO T 0 0- I'I 6WAN P./.N. 559 W15 A. H0,065ON GASMART INC. Z Ir �ALK LONNIE LL 10 00 ENT D. B. 252, P. 238 WA D.B. 276, P. 427 SIG ITZ INSTR.# -05-29563 0 II ZONE, 0. - RP 74 ZONED: B-2 ZONE, 0. - RP P -A - 19 E51,OEN17AZ USE. COMMERCIAL Z F- N 559 USE- RE51,OEN17AZ U5E' R /4' CONC. 9f -7-TIV 6 z /Z z /V It z WALK 0 0 B. 596, P. 711 "V 0 ZONZ -D. - RP Z W 0 L -511 9LrN 71A Z tI U24. RL LLJ < PIRM. WNW HOMEo (n z P, FACKRY 1 ` \ j 0- w (2) SW Mff J wN US X211V w oEx. Park ti AREA 12,4&00 Sq. Ff. HDCP Area RAMP PARKING II V,AREA F.F.= W-151 181 77. h ILL= 670.009 04') 2 DC 0 USC NURSING HOME F- z ROP. -2 M 0-I ROSSWA K URBED L ISLAND P.) w w -eNCk 4 Z Ex. 6 [7 4 110 "C ROP. 24" 0 LIIL Ir, v 00=6'5.00 1��I �7 2� 1 �-N w F-Y /n v. f 9.28 z STOP BAR w. L c t. W Z -"N ag V - ---- ---- --- — --- TOP AS li/ElI a 1 0 Ex SMH (A Djb LJ Q� w ASTP) a. X z 6 \ a = 6 70. 32' 0 < LLJ In qD Ua P.I.N. 55-A-36 p, `6 'ONO P co Z, Q) Out 6 6 1 78, %N. SF0,, GASMART INC. �-j CONC e R� 'RAI PROP 6" - L LA,TE 0 5 A S E W. F- -7 )0 N Q) WALK STR.# -05-2956,3 LL: INV.= TE�A -,NV, it D=6,7 .......... 11 ./ --4— ZONED: B-2 Out=67j,69 in Ir- < w NL4M HIM FAMM 66,5.4C A 6-- -7 .'-q 6. -'C- - G- 6-'- Pw- COMMERCIAL 4 1 6 72, 9,� -6 (2) -Nw. U SM wo kg4jEmw VL WB.PRO.)LE P. <MU () Uj 4 0 T()P=676�00 C) Z O 1p "0 )loop 011 Inv, Ou'-=670-00 F.F.= ON-1 59 0 Q, 0 LL. "87 F- 6 71 a_ LIMITS B*Fe= 670.0W -1-4 10 1 1" 1 11 , (n .1 --.. 7 r - HbCP Low Kwam HIM Ln.s:- OF 0K. RAMP 9 -WALK' C3 F LANbsCAPE I it LANDSCAPE q) FYI j L� ILL: CONSTRUCTION AREA AREA If P RCIP� DI-39, L---12' rop=669.80 K. 15"0 Inv. Out=(366.00 CONC. WALK 4" —665.80, C.O. E 0- 15"0 Inv. Out LANDSCAPE---- EX. Overhang (t)p-) A 14 0 IP Q, W. (00 co) "o) 00 PARKING fF )I li 1 1 \ m'f' v Cf) 2 C-4 Lrr) r- v) it .(F)l AREA AREA , VC, U) LN 71C Ex. Parking (0 C> N-10 LIMITS Facility 00 10 LU C Fx, Ex. Lig Ln Ex. Nursing Home Facility @ Ex. 21 OF 0 Conic. Stoop (1) Story, Hght.= 20.0' C Area,Sq. Ft. 0 0 E CONSTRUCTION F. F = 680.15' Ex n U) in -F- 0 LU =(u 0- 'Fn Use: Nursing Home t X Q) 0 1 0 M E 0 it 1`11 Ld 00 CI Ex. Landscaping Bed i x. C - G- Bed -5i 001 Ex. Landscaping ENCLOSED I ! z LIMPSTER Ex. 4 Conic. Walk Ex.-,4-' Conrc. Walk -i-� 6N :7 _ ------ �120 L2 ;6 L- (* Q) . 1 11 r-- H 1� r I - - -. - e Walk �13 CD ofeic- Trailer I I Ex. onc. Ex. Landscaping Bed 7' U) c,*ng Beq x. Lands X. en EX. ar E-x. (1-�- Story - — -- — -- PNOTE: FRONTAGE Cleck 09 it z G 76,9 .09 t IMPROVEMENTS Framed Building 0 LJ THE REMAINING I 1,c ME Ex. Nursing Home Facility FRONTAGE o (1) Story, Hght.= 16.0' IMPROVEMENTS Area= 7,2271 Sq. Ft. i SHALL BE DONE of F. F. = 680. 11' AT THE TIME OF Home Use: Nursing -J THE NEXT ADDITION Ex. PP. 760.�'-15"`O Pcp� PJ.N. 55-A-J4 0", Slope I OR ANY SUBSEQUENT MBC LC. PAWRR Ex. (1) Story Conc. C.5 Pad Metal Building SITE ALTERATIONS. INSTR.# -00-IJ492 18260 -ioo USE. ZONED: B-2 .16 h! Ex. T ZONAL t �rai COMMERCIAL P Open Space SURVEY: PL-PLC -A 06 P. / N.559 5 ff-NZIE DRAWN BY: JOB NO. PA UZ INE Ycl TGP 199 712, P 29 675 0304013 DATE: ,OS ZONED.' RP SCALE: U2r- RF51,9LCNT1AZ 1"=20.0' 3/13/06 SHEET: OP 10 00 5/9 I � 11 USE- RES/DENT/AL _ o\ ti- DIRECTIONAL t 22 Ex. E.O.P. _ i :ram. - �-NOTE EX 1 O% \ -75"0 .qC0 � - - - - � _ � - - - - 0 � MP Ex. Entrance SIGNAGE I 00 / _` - x. 3.00 - ---- - _ r. ru 0..�67 slope � _ - = - - --�� -�- THE EX. SIGN AT THE - - -- --- _ S,4TE DR 40 R- 0 _ lY _- _ _ ---- _ _ - Ex. 34. oo'-E ° P RcP- �' \ IVIN �O r /, Ex. SMH INTERSECTION OF DENNY I _ G ,SP��'I> ,25 MpH c� / e� o. So9 slope I i ` rap= ss9. a4 ' � I _ Ex. E.O.P. _ I � Top= 667.91 '--� "- �UNPOST�'D) -„ - �63�9 In = 663. 51 ' Ex. 46. 77 '-15 "0 RCP /n = 662, 64' \ _ _ LANE AND ROUTE 7 SHALL Ex. s Water Main 2 �- --- _ Out=663.50' Cl. Nt ®0.32q Slopet II _ ln=6Out=6,64' +\ BE REMOVED. A SIGN PERMIT St/eei P,Pe �� _ \ - - Ex�s" water M 11 -- - -- �0 I \ MUST BE OBTAINED FOR `°'� REPLACEMENT. 6 � 15„0 RCP-- X: _EOM-_ � x• _ � Water Main I`a - _ g SIoPe E v r?fi6Zj -ef -, ; _ I _ -- Exit ss8 _.. 1 � _ r jam---, �" _-----�--�,�. it l� I� nonce �G� CURB CU r IPS, II I I 1t I 67.5 00 c "DOTE: FIRE HYDPANT vl I' k III ; / r, ^ -_�- CG 6 '2' N I I *70.55 \ : HE\ EX. FIRE HYDPANT I -___ -Ir I \ f c ASSY. SHALL BE REMO'�%Ery PARKI G r !, n r, �T S 112' r ,ND P,EI._O, i ED. iN�Tf I r - / ; 1 --- �'R' x m APPROX. 7.� EXTENSION I I 8 X8 , AP $ I I I. 1 I - I _----=_ . o\ r S Y F T I I- I I F \ i TO _ 35,-_ - 45' BEND rn o {,. SHOWN, OR . S �A. B` GSA ` B.R.L.. I 9E: NEEDED FOR 1HE FX. I IGN -� C. Q_�;TRAInir '�-a I \ _ I IT(_ '0 -IONS. / \\ ! ►E �_-�_ _ __ _- --- -- 342.75 -8 SDR-21 PVC L -------__ __--_- . 1 I I II Ex. CG-9B I j \ ---- -- --- _- _ , U I { \ I I/ a / comicnc. ' I �• `- � �\ ° FN I I I G-6R - - / i II / I`� �612- (TO REMAIN) , I P./.N 559A 16 / ,i / �1 F \ 1, o 00 RE 1 I P./.N. 559-A-17 �/ / ;�' ( „DO NOT \ f Ic0NC.Io 1 � I LENS A. H0,000N �. r / \ L ONN/E J. R/G'GLEMAN D.B. 252, P. 238 \ ° I WALK / m � ' ' // � ! � I � EI�IE-R'V � WALL O D.B. 276, P. 427 / / � / -673 SIGN I ZONED. RP ZONED.• RP / y , ! r' \ 75.0 00 o� I USE.' RES/DENT/AL � I I P. /. N. 55B-A->8 ( '�" / �! I� �, � , , � \ � BETTY G. L/LL Y I USE. RES/DENT/AL I 69y,� I / / III �� } + ' 4 00 N C. \ �i I I w ,674� �" ; WALl� I I y x Ii I ZONED. RP \ / / \ -- - 72 \ / / 4I USE. RES/DENT/AL \ / / v II I ( \ 1 _ - - \ b O Co PROP. HURSIIiG HOME - �\ I ' m ` \ N FAICILm I 2\\ STORY wilh �► r 81 � - { 1 1 673 _ I I i 76 l0 1- - 1 I-: ! \ \1 Ex. Parking AM = 124"00 `�`I' Ft. -674- O ----�_ i rr` 1 H CPI II `y Area - - - I' 0 1- - --tom"•- v cD PARKING 1 1 R MP • O AREA I 1 1 I A F.F.- MO. 1S• I � _ � I _ I 11 ! I l 1 1 I - -W __ W 1 B.F.- M-00 �J �`,9 / I ot - - Usr HMRSING HOME l;I - I` o ------- ---- - - ' 2 DG 611 I 1 ICG-2 w 7 ROSSWA K I CURB I; I �P.) IS D 672 ftNCE r I I ` a o tiN ry _JII I I-_�=678 ---- I II I I 6js�x- - o (�G -- - -- _ Ex. 4_'m�U. -- I I �- C. 0. -7 -- I �'I I o I I I I q I _.---_-__-( my Out=675.00 _j I LZ4 J I X f 2 ND \ �ROP. 24„ v- qt= 669. 28 Ex. Inv. _ I I ^---- P B W _ ---�68. -29- •-E'y,Q- 3bn. mew. Lat. _ - _ 1 ^r I ST0 AR I - - -__ _-- � _ - fix. - - I i I ��„ -� _ - - - - - R,QJ SITION C� \ �� I N �- - - - ®A OR Slope_ - - Ply _ / / t �� - - -676- �TT� II r x� r/ °d `SI SEX.\ SMH ADJU T Top A NE of _ - - - - I Tb P °L ,� o To 670.3Z' I I �NntLr �eryj�e_ - _ - _ I/ o� W Ex. 8 a f irer�re ►/ „- - - -67B_ _ - -�- - a , N .�`In 661.83' � 2 � co Q S o !. _rye„ 2 - - PR I ` Z- - - - �I�9P. 3r N. s j Ou --fir / �� WATER - -ep- - - - \ \ 6P t 66'.7R.' / Q 11 n ,, r g-� / / c - - - i CONIC. PR. GVSFPVICE - 1 ` Q) � Q1 � r ° %� Q - - - - - - - - - - - _ 11=;. = R -�1 WALK & Box FERAL_ -Bgp _ _ -f'R- PCB l_.A iE RAL 1 ' e nATERA INV. 652.5i; ++ �y�y�.�y bP 1 ROP.�6"0� SA SF-W. I o I f-� Ii Z - HOME �lNrRni 665.40 \ I X. BYl\FCSA I �, E - \ i / / In Top = 6 7. 6 PR�- \ \ / Ex. p=67�.19 Tl Ez CG-6 T �• I _ %% - I f \� I �6 Inv. Du t= 673.69 �- 7 �9�1�' T� / / Irv. Ih-6�2.�3 I j 1 �\ 1 ��1x -� <1 ` .71V1�� \ X.- m \ �% �/ / 7 Inv. Tut 6q.86 I I I ( \ I Fh E / ARf� ��.� `ry' Ft. � AREA) - \ C. _ __- I _ _� Ex. POLE a \ > �.•''� � _.-- --- `` �� ��\ �� � Ex. 4 »� San. Saw, Lot- 4 �_ _ -_ _ _ - -. -- - - .-_ _ .. _ _ _ __ _ n-.:-- _ -.= 3-_-_ _-,-s-= .-_ _ _ _ -� _- _.. _- �- - . - •� -- - - _ -T- � � � _ � � ,> � - z\ (T. B . R .) � �, T,,� P � h ; F � c - -\ C.O. _ � _ _ � �_-y.-_._. __� _ - - - � � __ __._ _ _ ---X �.00 4 OTC. , J. /d J I / � I - I ` 7+ ` I I �\ \ c9 2.08 dope °�' F F -� \ k \ I \ / I \ \ .; 1,, a c • • '� CONNECT \' �_'X. o B.F. 'I L, , 8' 0 WATER LINE I it I Z � C P Ulf: I� �\ "1 p F R J �ONC.- RAMP FYI S I I N ;I - -- -- / LANDSCAPE 0 AREA DSCAPE \\ ��"• I��I I o°0 AREA / - = . ... .. - - , TRANSITIGN,;.O. �II I t I '-s66.oc I - - 0.15 LANDSCAPE - - Overhang (typ) afm� w. L. _ C) m ,nv. C,! x. Ov -- \ GUTTER \ ,..� 7 � � T n nv. Out _665.80 Ln rn� oia� 8 5 AREA r°co - I PARKING + x r. I I ' V .F. 1 I ,_ AREA 5 --- -- - - pQ co Ex. Parking m�t i �ac j�l O� 000 I `� I I I , I m o I Focility o II $ U � I Ii J \ I L U n_ . _._-_� / ^ o Ex. cro dCD Ex. Nursin Home Focilit r Cn 1 i I! I "� I Ex. Lig t 1 �' Sonc. x (1) Story, Hgh t. = 20. 0' .� r N ^I I I I I \ I I I, p Area= 6,520.77 Sq. Ft I- x - F. F. = 680.15' X 7 � k I I Use: Nursing Home co M / S�g In `" I (� I LZ; - "-- 1 1 I,•1 X I 9 I \ ST, x I / I/ / I I I �I i • I r` I I �, / I I L Ex. 6"0 rn ° .a1N�ter Line 1 I +i.' I_V\-vo �11 _ IPr) �n 1 _-- I -- _ m�/ I- - -- _ __-- - - -, k -1 Lax _ ->�, I I r` II II � r \ / -� I .,-- --- - - I) E ram' o °,p I -- Ex. F.FI' / - `��ENCLOS } _ = o c , p 1 Landscaping _ -- i /J .- Y I / 1 ED j I o °iOj '� " I Ex. Landsca in� Bed Ex. Landsca in Bed I r__.G s / I- ___�As \ 1 + I I I I I 20 0 20 Ex. Open Space Scale -/ P P a II k U o --- ---- --- -- -- x .0 / / / F_x . Meter I I DUMPSTER c `� Z II L o 1L Ex. 4 Conc. Walk l pit I i Ex. �(��G&I}'. - r cv Ili y o `` L� oo', Ex. 4 Conc. I - J / /� p I w ,n , L (0 II � • . cn a - $ Y I � �� Ex. Conc. Walk f_ a � / . - / rt Office Troller � �. / - % Ir I+ o cn o oL� k ��_ / � / ro• r- / `I o Ii 2 q j `o x I 00 Ex. Landsca in Bed !, - / / ! srx I I 1 I I;. \ � I o - / u; andsc-bpi'n Be I -_.-_ P g o�----- - - -- \ - --t --- -- / �i �, -- = a - - - - - - - r` Ex. Open- _� \ (� \ r �i x <: --- - - - Ex - I E . . - I NOTE. FRONTAL Porch \. 5e I €�r.1J Story I °^' °,�° - .. - . ;I _ - ca Peck �'2!'8\,05\ `° , I I I I !, Framed Building [7T8 e ,09 ,� �.�.a ,os \ \ \ i '', �\ IMPROVEMENTS 3 Ex. Samese - - I 1 I I I I ITHE fi Connection ==- \ / I I I I I '`' \\ FRONTAGE REMAINING � I Ex. Nursing Home Facility n o !I (1) Story, Hght.= 16.0' \ ' I / I I I I \ / I IMPROVEMENTS Area= 7,227.1 Sq. Ft. I I I I I I \ / F.F= 680.11' SHALL BE DONE use: Nursing Home AT THE TIME OF THE NEXT ADDITION I Ex. / PP. 160. -1 5"0 RCPI I I I I Ex. (1) Story Conc. ! _ - --- _ = I C} . III r�' ,50% Slope I I It OR ANY SUBSEQUENT Metal Building Pad _- i�=_ --_ - - _ _ -- - -- --- / / / Ex. Syr! I SITE ALTERATIONS. To/ 619b' - -� _ _ r ✓ / Js 60 A nr. v �r(•trnn n� EX. JaR / - -- - ' - -- - -- - - -._... - --- - - ----� -- - Lateral- ---------- Lj�u p Statlor, --.----------- - \ - �� ' r w J v w D O Of w O 0 z 0 �g CL N U Q F_ Z LL UZJ' Ld w LLW� O II.- Z a- XZaO OV0QU JJ'-'JU Y r•- Q W Q o Z M OO LL. ■ J O O N 10 N � I N I 3 � � N c° �- 0 cND 3 c W C/O Ln J 1 ` c a� ° ° (n ° o � � s aV) WQ) cD U ° Z ?�: w O 0 cn IN z �w 0 0w PAINTER a 18260 �SSIONAL SURVEY: PL-PLC DRAWN BY: TGP JOB NO.: 0304013 SCALE: DATE: 1 "=20.0' 3/13/06 SHEET: 6/9 IN PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING AS 7 Acer socchorum 'Legacy' Legacy Sugar Maple 2" Caliper See Plans IC 36 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 3' a.c. ZS 6 Zelkovo serrato Japanese Zelkova 2" Caliper See Plans JC 9 Juniperus chinensis 'Pfitzeriana' Pfitzer Chinese Juniper 3 gal. cont. See Plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. NOTE: CONTRACI HYDROSEE AREAS DI' OF THEIR (2) UPRI( TREES OF TO BE GI, TREE WR) RUBBER 2"x2" HAE 2 PER TF 12 GAUGE WIRE-DOL 4" MULCF 3" SAUCE EXISTING SOIL MIX COMPACTI TREE FRC UPRIGHT FIRM BEA REMOVE , ROPE FROM ROOT BALL. TREE PLANTING SECTION NOTE: PLANT SPACING VA PRUNE ALL BROKE WEAK BRANCHES. ALL SHRUB BEDS EXCAVATED OF ALL TO REQUIRED DEP- W/ REQUIRED SOIL MULCH TO BE 3" COMPLETELY REMO STRINGS, RIBBONS, TAGS FROM PLANT, REMOVE TOP 1/3 BURLAP FABRIC AF ROOT BALL. SCARIFY ROOTS r) , BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 20 0 20 Scale 1 " = 20 ft MEG I v NOTE F . UIP rc Tl r.l<°,1 51G7N4GF v V 1 THF_ EX. SIGN AT rNE- INTr RSECTIO^.' CF DENN'Y t� LANE �?ND f?C) , SHALL Q Q� RF R�.A��rFr�. �a ,�Ic;N �P-K�,�IT t MUST PE 'OP i 4In,IE_i.: F P1 AC 1_MI — �I O 11 1 �{ I b b b I 91 I � ' I l (CROSSWALK �TYP.) �1 PROP 24 RAP II ; p I(r ! I v'• II I NI I a �� II _ _ I.,ANDSCAr'E ND:>r AEI_ � � W _ APFA 1 APFA It - OTC. WALK -EX PERIIMETER:1 Ili I i \ r �- A tQ 1 Ex. Overhang (typ.) FREE, r� -- { i AP FA 'ice - �� nARKiI,G h� ) I b �� I it i i i I /Yit! i 079 EX. r'or ('7 Facility I �{ Nursing Horne :'roc;/ ty - � to Ex. L:f o11 hJ'\ {�. I I III - (1) Story, Hgh t._ C.0 • EX. HEADLIGHT SCREEN .) '� . �, I I : � � ---- --- � I I. I If 1 �. III .. gor` Area= F, 52C. 7 % Sq. r"t. I { \ ' I ` I 11 1 �i.y TER I 680 ' S i I \ III Use. orsing Home TREE �- I �u •� i� � � II �nI x (7) JC EX. INTERIORt) J I _.. nJ (,� , .X '' a I ---- ' a l 7 rz) _ Eec, _ r- —__ Ex. 1 ondscaprnq _Red � I '----- ��' i I r /%' " tr II,' II c _ - - _ Fx• 4' Conc. Walk 78 4 8: S I �. F x. ,_:ono. r I n I_ � r J ✓, < I, --- Ex. Landscoping Bed ,III i _ _-- —_ _._..._-.—_ - —._.-. — r \'� / / - - I•, II ` ' I I Fk' � . r t ✓l -Z - - - - --- - - _ - - e , / 00 n 1 Ex ` r -- pI 1 I - - orch_ r_= ' I I. (2) JC r I II I 'I 1 llJti�I 40 - - -- -_ SA - �T�' IY _ -DRIVINGED. r�1PhT (U-MPO� MO) _ E _ - - Offer MC -- - -- vVoterPS , I -40 I _. °'�` ��( it rl �_',I r, r� - - - 2 36} 72 PAP, I N G ( f ��: AS ' m • I 42,, 7 5' S:DR ., PVC W L III I� i I j 1) ZS !� 1 AS 6R 1. P.l./'✓. 5.5�'-A � ;) Er(1)ZS NT, P I L 0111/i//F �; ` yT_f:Q'--y v - '�NALI WALK Q I 7 l� !_'7ofVf (.✓ %T r -,I / � � i IY � C \ \ 'rll I I I I 'I` I 1 I , j ( k : CINC. r I o I I /WAII Ilt I �. ( (°10 PROP:. NURSING HOME _, �' l FACILITY . \ co _ I -j 2) STORY with BASEMENI 34 26' /II / ,_ ` ✓ ✓�"✓�` --✓,-✓"✓'�p (�- I i� f _ I ; Ex. I : I , I iHb��12,40400.Sq. F �, III,) <l� PARKING L-6TflfiA I- II � I %I F.F.= . 680.15' c� AREA --- `I lam,°C IB.F. 670:00':J IF1 - — — _ �(� x I Use:. -NURSING HOME / �' �, _� 2. D _�� LOPE NOTE =`� GP g E2-D � JI CI°1,°° °°0 � HATCED AREA INDICATES °tAT AREA- C11 -- , i S TO I ) L BE USED TO CALCULATE THE- I, 0 1 PARKING LOT LANDSCAPING I xT I N D 1� \ REQUIREMENTS FOR THIS PHASE OF DEVELOPMENT. r h i � } ? J � I - is (1 "� (- O ._.. <„A �� - 7 P _ y I NURSING HOME: I ---- - r ---- I--- -T f• - 6 - I, �' — _ i .Ek. A EM�NT`T. �. ,� � PROP.. N / STURY wi#h B S~ K \�„-m AREA 34,692:00 Sq. ff.(T0`AE AREA V. Ze l4 I 670.00 A I o �- " / _. ��'�-- H1)CP Use: NURSIN-G HOME_ �t I ,�-- 1 --RAMPFYI I , �I • �� . I � 1 1 a a ,Us X 0) st, Me'o` Br., 78 V I : Area- « Sr I I I Ik SF:+• r'IIAr;ln,g Nome I - II �nr. 4 � I i]C- - — / I - -- ------ �✓ ' 1' I I, Lli U a Z V) U Q F- Z_ f— 0 I_ w (WJZ_j> D Q rw OU- m >- II.—Z a of Z 3 O - OVoQU J � J Y J 0 Q T- LLj Q o LLl -D O LL. a_ (n ■ J a E ■% a N ( rn rn o UT N N In � II � cflN 3 � E (CC,,) o a` o . c W (D n C Ln J Ln > -'I 1 L c a� c c s o W Q) 0-'n -C N U � o E Z 3� W 0 c/) z �� DZ CD W (j) O W 01,TH OF I P�1 PAINTER TH; No. 18260 F-RO I l 4V M sSIONAL SHAI i TSURVEY: I THE OP PL-PLC 1' �!Tr DRAWN BY: JOB NO.: TGP 0304013 SCALE: DATE: 1 "=20.0' 3/13/06 SHEET: 7/9 f:\Tim\DRAWINGS\SITE (01-28-06)\HilltopH0ue \Hlllh,p House - 2004\Siteplan.dwq WATER UNE PLAN SCALES: 1" =50.0' STORM SEWER PLAN SCALES: 1" =50.0' I I I I \ \ 1 1 I I \1 II Lir744 At4" 1 1 I Qli 74t( P. 'Jai 2i MEa AP LlSE AE.SXL )ft t` I 1 \ \ — — -. \ \ ISM)IT a ' 9ytI 4S ■dam \ I t NE11111Fwrt ,. LE,MISA hVAZ y I ,' V Litt 20 P. 4 760 l M \ I I 21; 6W ArSM14 AM. 10iF I PNF. IgalI6 HWWAAE -- - j S ,.r FACLITY �_- S M SW go Mlofi_. _ ._ 1 % ` . aa�fIL A AYO. Wff. AEA a 1$464.66 4 R• �>a (IM PWRW. - ` F.F.: N0.15r, Ilw NLW& o 1161E I I r mow..: ....^ w. � • .�� _. � I - " -_3, I- .x tor- W rNma IN Ji J.AL rye'• •- '�_`__ — P 55-A I GA-5111110IRT W. 7_ Or Puts M SW •IA MS4 m off3/ 3r I I CGYMEIICNV }} © w AEA " I4.4KA S* _ DL PER FMA use: W)IM NOW I i M r \ _Al aaShow % iy=ate _ Id d e I it je a , 77 j I� PJA '�A- i4 AAC Lr. _41 .-._. - __ _:-.:.: --- . __ _ / -„ . _ ._ I LASS COaflELtarAl. r — I / r --I- ti I ' r t� I r ; I t 4 _ w �r� .►-- „=— _ (/-o dr AVAM Jed 877M.MEW PR. 160.00'-15" 0 RCP CL. III ® 0.50% Slope PR. 45.19'-15" 0 RCP ___---_---- CL.III ®8.85%Slope O PROP. ES-1- 15"0 Inv. Out=665.00 © PROP. DI-3131, L=12' TOP=669.80 15"0 Inv. Out=666.00 15"0 Inv. Out=665.80 / O PROP. DI 29, L 12 TOP=676.00 % 15"0 Inv. Out=670.00 50 0 50 150 50 0 50 150 Scale 1 " — 50 ft Scale 1 " — 50 ft WATER UNE PROFILE SCALES: (H) 1" =50.0' (V) 1 " 5.0' 675 EXISTING PROPOSED GRADE GRADE _ _ 675 _---------- -- - - __ PROP. FH AS SY. 665 _____ r CO ER 65 _ PR. 6"0 SAN. SEW. _ 660 342.75 SDR-21 _VC WL _ ---�__SAN. _. PR. 4"0 SEW.660 __ __._. ___�_. LATERAL 655 LATERAL 655 Z Q Cn Cn m d O — — CO (n Q LU LU O _ . _ _ . _ _..._ _ _ � W _.______ _ _._.__ - __ —__ --__ _ ___ U ......... Z = CO In In 0 -__ — " 0 00 10+00 11 +00 12+00 13+00 �■ 0• ■ 1 f ■ Ii ■� �■ ■ i■■ 1■i ■ 1 ■ 1 GRADE • --•-•M GRADE' ■ lit III III I�■WIM M.", ■■■-,.I II MAIN I AT ®l 1 •••CQ ��a,� 1 ••• 1wagwom■■ ■ ■ 1 ■ Ulm �0% Slope IIII I I11�� 11■ � r■I 1 ■ w • � • • •• •• •• CONCRETE CRADLE s" STANDAW fill 24" Select backtill 6• All backfill to be compacted to 95% of ASTM D698 maximum density. 6- CONCRETE ARCH 24" select back6ll s• 6" CONCRETE ENCASEMENT TRENCH & BEDDING A - DOWN BEND DEPTH 4 Ff. MIN. DOWN BEND RESTRAINED LENGTH Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. •r �d r 0■■00■■DOi REDUCER 4' Seled ackfill '2 O.D. In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESMWJED LENGTH OF Rff (R) PVC DIP 6- 8- 10- 1r 8- r 10- 12- 60 60 en fan 40 1 40 1 60 so MAR 06 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6"THRU 12" 1 OF 3 -2- UP BEND DEPTH Vertical offsets contain down and up bends. On down bends, one joint feces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that fails within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). iESi 00 LENGTH OF PPE (Ft) DEPM OF i➢1W DEPTH OF BURY 4 FT. WL 5-12 FT. 4 Fr. I/4. 5-11 FT 32E,/M MEW OF ®IlE L/ (61=0 la ('I) 50!, T}E EPEE OF IM Ld (bUllt4) Lr (Ir) r POC/1is A 2" a 1f.20 20 20 it PW 2L5 f 1115 20 20 r PVC 45 40 W 1r LTr 44 2L5 d I IJ3 20 20 R* PIC W t I i.X 26 20 1r POC/Er 46 40 20 e tar 401 m t 11.25 m 20 it FX 2H5 6r ii1S 20 20 it PW 1 45 40 20 it 6r 2" t 1120 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAt1 oil " Concrete pad 18" die. x S' 6601 - Ilrsshed grade Wr 4• akH Sam 4M' mwr. location marker valve olve box 01111 valve restrained -to atone ... ^Ostrom main fW.,:..: �+-1C b 24• Ill Is's 1 e' solid block for 12" v"lv" r tofu it .-. cone,efe Pad Ia' concrete pad 16" die. x 8" dwP finished gr"tle — die. v 8" deep screw I" adk stoble Nola: valve slsM 4' aorta 24 m n 46' min. valve box bs beval Oew type valve restrained to nVin - Note valve shall - farwM be spur goer . .- hJP• typo wasw 14' Mru 21r GATE VALVE soustabls valve bat( s Is Volvo restrained to mein 6'1t sk 16r' sold block Fall Sattfa► In addition to restraining each joint of the tee, (1) any joint I (� that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls I Q within the recommended length of the run (straight through) c� outlets (Lr) shall be restrained. A cross shall be restrained per a too's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45' bend's L requirement RESM4WED LENGTH OF PIPE (R) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 8 20 20 20 20 8 x 8 20 20 20 20 6 x 6 20 20 20 20 10 X 10 20 1 20 20 20 10 X 6 1 20 1 20 1 20 10 RE3TRV4M LENGTH OF PiPE (R) TEE PVC DIP r X b LrR2O2 Lb 10 X 6 20 20 12 X 12 20 20 12 X f0 2011 X 8 20 20 12 X 6 20 1 20 1 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within I he recommended length on each side of the bend shall be restrained. TYPE I RESM%0 LENGTH OF PIPE (R) RB7W ED LENGTH OF PIPE (R) RTiiNG PVC DIP L)r<TW 6' S. 10- 12' 6- 8 10' 12' so 20 20 40 40 20 20 1 20 40 45 20 20 zo 20 20 za 10 20 22.5 20 20 20 20 20 10 20 20 1115 TO 20 20 20 TO 20 20 20 HORIZONTAL BEND MAR 08 RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- MAR 06 cast in place albsae door, centered In top (it" rate 1) war!" at proptV 7 max. 2) ("a• note 2) concrels pad IV dal. x 8' deep ! 4" stone r cm po*dhylww 2r - 2r T, tubkp (' "200 psi 17 w/ SS ip also a at all 46" min. connections LP custom Witter (meter by FCSAi .otft interlace :rill (see nota 4) standard IM top or r diameter manhole ffNef Mal grade 3' rlaer section for 4' diameter mar#K* with cxdtouts 4'e . 3' min- - swig support blocits e" star■ beddMtg under c_0I setter 12 gauge sold insulated • wfM copper wire for line tracing. °J X FIP couPlong end �P� P toned at 10 fntx ,niervole MOP plastic plug -waver rnituni ball valve curb stop with PJ (CTS) both wxW with 2" NOTES' gate valve operaing nut 1. Access door "I be by Halliday Products or our approved equal: a) in non -traffic area - model no. Si RWSD b) In Haft area - model no. HIR2474 2. Water service crossing street "I be encased In SCH 40 PVC or SDP 21 pipe. The pOnq WWI run from one bat beyond sidewalk, across street, to one teat beyond efdwm* 6, 3. Inad1 12 gauge solid arouleted o0wor wire (ter Ono tracing) from carp. atop In late the motor box I wrap wire around corn. stop; wire to be taped to top of PET at 10 foot intervals; coma up into mew box: wrap around bottam of angle bal valve: tormirmte with 12" tail piece). 4. Meter Interfaoe uNt requi es 1 314" diameter hole. GY2TOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE SUN -DING CODE 1 1 /2" and 2" METER INSTALLATION .6. X/'rr^""'•'''•'''•''�"�' mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY _10- APR 06 JUN 06 U Q � Z_ /Vy W (WUZQ> 1 :5 w < LL R 0 W� _ i- I— Z Q_WZ�O o0a � J Y _J J Q o`- QW Q o Li 0 W Z Y_ 0 O W V / ■ ■ tlllllJ ■� +� N 0 N Cp 0) r7 o) O U O N N I r,■� (n I 3 0 NCNN c0 0 cD co c0 , 3'. 'C 0^ C W M O^ In � �' � tllJ 1 :3° C) ° 1 ° E °n o LVt:O a _ a- U C:� U W E Z �i w CD Z J W :Dw ZCD 0 w ti'T H op L j1P � G. PAINTER � o. 18260 0?1 IL 6(, �� w `Ss10NAL SURVEY: PL—PLC 1 " DRAWN BY: JOB NO.: TGP 0304013 SCALE: DATE: 1 "=50.0' 3/13/06 SHEET: 8/9 12" x 18" STD. Virginia Department of Transportation 12" x 18" STD. Staunton District V VAN A Rev. May ISLE SIGN 30" x 30" STD. y 1, 2004 ® -12" x 18" STD. -END OF STALL - VDOT General Notes ME VIED RESERVED STRIPE OR CURBING PARKING PARKING qq q -WHITE PAVEMENT MARKING, V1. All work on this project shall conform to the latest editions of the Virginia Department -STD. U-CHANNEL Lam. (_�. fl8' 4" WIDTH, LENGTH AS TD. U-CHANNEL POST P ) 9 P Posr VW SHOWN ON PLANS. r a STD. U-CHANNEL POST of Transportation (VDOT) Road and Bridge Specifications, Standards and Permit Special (� ACCES9aE WHITE SYMBOL PER ADA U0 Provisions, The Virginia Erosion and Sediment Control Regulations and an other state, federal ON SOLID BLUE BACKGROUND STD. U-CHANNEL POST g g Yor local regulations applicable. In the event of conflict between any of these standards,WHITE PAVEMENT MARKING, 0 ROP. GRADE specifications, permit special provisions or plans, the most stringent shall govern.4" WIDTH, 2' CC; 45' ANGLE ROP. GRADE ACCVESSIBLE SIGN V2. All construction shall comply with the latest U.S. Department of Labor Occupational O PROP. FINISH GRADE SIGN 8, NO Safety and Health Administration and VOSH Rules and Regulations. O V OR 5' PROP. GRADE 0 DO 0 gu(D)pALOL coNSTRucnoN sH CONFORM TO ADA o PARKING V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, (� O ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. FIRE NOT shall be in accordance with the current edition of VDOT's work area protection manual. W PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX I' L Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, Q TRAFFIC MARKING PAINT BY DEVOE, LOUISVII I F, KY OR EQUAL 1994 or HANDICAP SIGN DETAIL SIGNS MAY BE PLACED ON BUILDINGS WITH LANE ( latest edition of) Road and Bridge Specifications, Section 104.04-C. NOT TO SCALE CONSENT FROM BUILDING INSPECTOR. 30" PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED 7.Oft �• 6.Oft. � V4. Design features relating to construction or regulation, control and safety of traffic may LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. NOTE: " " be subject to change as deemed necessary by VDOT. COLORS SHALL BE AS FOLLOWS: NO PARKING FIRE LANE PARKING LOT STRIPING DETAIL "DO NOT ENTER" �o WHITE LETTERS AND BORDER ON SIGN DETAIL THROUGH LANE -USE ARROW TURN LANE -USE ARROW vs. Prior to initiation of work, contractor snap be responsible for acquiring all necessary � NOT TO SCALE RED BACKGROUND. SIGN DETAIL VDOT land use permits for any work on VDOT right-of-way. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE � R "STOP" SIGN DETAIL V6. If required by the local VDOT Residency Office, a preconstruction conference must be \ 4" NOT TO SCALE 20.00' 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. R-R O f V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease Z CONCRETE TO BE CLASS-1SURFACE 6,+ 6.67' 6.67' for any undetermined length of time. VDOT will also require 48 hours notice for any A3 IF CAST IN PLACE, - inspection. 4000 PSI IF PRECAST. 1 BASE I~�� 3.5$' 4.83' 3.58' _ T „ SUBBASE1�I„ 6 DIA. STEEL V8. The Contractor will be responsible for maintaining adequate access to the project from II 6 --- PIPE FILLED W/ the adjacent public roadway through construction and maintenance of a construction entrance CG-2 i CONC. PNTD. in accordance with the Virginia Erosion and Sediment Control Handbook, Section HEADER CURB 13 I 7 ( ) Furthermore, access to other properties affected by this project shall be maintained through . 4'-0" HT. WITH o construction.ctified. a� y . NOT TO SCALE I a. - 18" CONC. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during (%� (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) `� 6' 2+-O++ FOOTING - 3' and at the end of construction. (n J II y�`--- ---'� DEEP W/ WELDED D Q HOOPS (2 TOTAL 12.00' V10. All water and sewer lines within existing or proposed VDOT right of way are to have O PIPES) PNTD. PER minimum 36" cover and, when possible, to be installed under roadway drainage facilities. W AS SHOWN ON PLANS- CG-6 COMBINATION 6" CURB & GUTTER OWNER SPEC. V11. The use of steel plates in the roadway will not be allowed from November 1 to April 1. Z NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) V12. All open cuts are to be either temporarily (cold mix) or permanently patched within 24 J ohours. w cn o V13. In accordance with road and bridge specifications, VDOT requires on indivindual certified V PLACE 4"x4" POST LLJ O by the Department of Conservation and Recreation, holding a land disturbers certification to (/� FLUSH BEHIND be responsible and in charge for land disturbing activity, on the work site at all times. O r� BACK OF CURB. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall Z 4" CRUSHED STONE 6" CONC. SLAB be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by (3000 PSI) 4" CONIC - W/ 6"X6"X10/10 `n 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 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) NOTES- WELDED WIRE by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. w MESH Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. IJ- t iN5 ITQI EIAr aE PREC,MT DR cA■T N PLAN. P� P Y+ P 2. COWW rE TO EE CLMS AS V Cur 01 III ACE. TYPICAL SIDEWALK DETAIL 4ODD MIT IRCCAsT, DUMPSTERS BY V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 3. CawuT10) C44 a GUTTER HAA■IO A RMyNIR OTHERS and/or as specified by VDOT. OF 300 FEET 04 lE9s IALem Ton Or amw sHALt NOT TO SCALE IPEAR FOR AS MQ)t COhOWATTf>f1 'LAB a 5.67' V16. The installation of any entrances and mailboxes within any dedicated street right-of-way 4. pole TRTN sTA>vi1�a oPtN eRAO[TI shall meet VDOT minimum design standards and is the responsibility of the developer. V dMiN6At�t tN[ OTT OF T►►F N + EXP. JNT. MATERIAL aA ro THE �RUCTeo (2) 6'-8" GATES 0.66 Q 6' p, N�nANa To TW DCPM Or WC TO MATCH FENCE V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement 5- THS dwa e�RT sE wrD rinN NeIIv D[9.AN 9PEtii markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account ----------- eur Es ITEOIM�O TAKEN oflift sPQD Is *%AMR SEE FENCE DETAIL receivable basis following the Manual On Uniform Traffic Control Devices. � C7 a ° ° THM 40 MF" ON RUHAL NOMAYS So 45 IPH THIS SHEET \ 2 R 0 e IN OdM UMD UNMAN a Svewe m /MA L 0 0 0 0 0 0 0 0 0 0 0 0 0 V18. The developer shall provide the VDOT Residency Office with a list of all material sources J LLI ° o 0 0 0 0 0 0 0 0 0 0 o a. OINI TIa3 9TANDAOD K r0 /E Tt� wo ISrTNO J a ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BAPMR agR�, WE TRANWIN Is Tt+ K M.o w(TtIN � prior to the start of construction. Copies of all invoices for materials utilized within any LJ.� Ia OR TIIE CHrINA A STAI WDs UFZF A` RF(M AA BORE HOLES I N V Q Q O-ENINGs t/ dedicated street right-of-way must be provided to the local VDOT Residency Office prior to 0 CG-6 or CC-6R (Typ.) 7. Wl-& COTiwNMN MMMTS lLE CUTS AAD QWTER a CONCRETE TO \ \ \ \ acceptance of the work. Unit and total prices may be obscured. Q J 4" CRUSHED STONE 090. nE STABANO ENt+MWGE 61ITTlylS olI $TA1tDARU ACCEPT CANE \ \ CO"CT04 FOR STR�OgiI*3 ITr ATF'D= \ \ \ CANE BOLTS ATTACHED V19. Aggregate base and subbase materials shall be placed on subgrade by means of a = W Z (3000 PSI) 4" CONC BOLTS FOR BOTH \ \ TO FENCE rTlechanical spreader. Density will be determined using the density control strip in accordance F- OPEN AND CLOSED \ \ \ N • with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified W Z (n CONCRETE SIDEWALK DETAIL 2 R POSITIONS \ \ \ compaction technician shall perform these tests. Certified copies of test reports shall be C Z O r r R \ \ \ submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a O Q V \ \ \ I,> \ VDOT representative shall be notified and given the opportunity to be present during the V Q Q \ \ \ construction and testing of the density control strip. Y • .- CONC. APRON _ TNT • TRASH ENCLOSURE �� \ \ V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT � s n ► s s \ \ \ � Road and Bridge Specifications. Density shall be determined using the density control strip as = r" J V ,r T- NOT TO SCALE \ \ \ j . U specified in Section 315 and VTM-76. A certified compaction technician shall perform these Q r- Q 2 1 /2" SM-2A A o o e \ \ \ C) tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified w \ \ otherwise. A VDOT representative shall be notified and given the opportunity to be present Q n a \ \ \ O O during the construction and testing of the control strip. W 10" 21 -A _ _ •------------ ------ T„c Toy ar �r►E gD�ole ATM \ F \ \ O Z IX 09U P t o T�IiE sLiE \ \ + \ \ U U V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) 0 O UL LLJ THIS AfEA WAY K �ONCIE TE AT �« t701/TSCS t'ROYPJ!D A II�II sill TIE 00rION of -IE CONTRA AT =`0' aw'Milt or 7•' 0 WJWN►NM \ CSC\ \ � m inches and larger shall be explored below the bottom of the excavation to determine the type COMPACTED SUBGRADE EdIEAII- \ \ and condition of the foundation. The contractor shall report findings of foundation exploration 0 to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply \ \ \ with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable \ \ foundation is encountered, the foundation design and/or need for foundation stabilization shall ■ TYPICAL AISLE PAVEMENT DETAIL be determined by the engineer and approved by VDOT. NOT TO SCALE \ \ \ V22. Approval of these plans shall expire three (3) years from the date of the approval ■ letter. COMBINATION 4" CURS &GUTTER RE`EIENDE \ \ \ J vTNaiAr eEOAAT►Y[NT or TRAIiDORTATOi '� �� \ \ V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans lOto4 \ \\\\ and/or as specified by VDOT. - N E \ ^ o 0 \ \ c0 rn 0 \ \ \ V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these ♦A N I j r" v_i >, \ plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to c (n 1 3 2 SM-2A \ \ \ be given by VDOT after grading is mostly complete. N N 2 6" 21 -A \ \ \ 15' R \ \ \ 3 •o c0 co o � z Y I I� I� I I z - L -_J - - 9F J>, \ \ \ \\;\ vD u >o. �•� L COMPACTED SUBGRADE�I��= I r-o- sD- - I I - I- I T. , I • S DDMEL3 r C ' J I ! \ \ \ STD. Co-t •� LOYC AT n- c c CAMTMETWN 0 Q? O _ v I - I -- 1- __ 2x 4 TOP RA I \ \ \ oR Dc a : + TIC SLOT+E eZn IONr � (n v s 0 x TYPICAL PARKING STALL PAVEMENT DETAIL �' I I I I ! I I I I I I ` \ \ �� '°" - . ' _ ""'""'M LU (0 _ Q) 0 - W J I I I I I l I I I 1 ' \\ \ \ ' JOIMS7IR.L CART. • 7-•www sm co-3 er-7 a u=. C ~ l.� E NOT TO SCALE OI I I I I I 1 x6 BOARD, \ B I3 bi E I I I I I I FRONT & BACK I \ SECTION A -A SECTION 9-8 Z �I I I I I I I I I I I TOE NAIL EA. 1x6 I \ w I I I I( I I i t I! I W 2-8d EA. RAIL \ rTlrlcwrEo x� \ A �-} eeREs X I -I 6+ I \ TANIGENT PLAN H a 14' VARIABLE - 1_-1 I -I I__I �►• 2 x 4 MID RAIL EX. LANE 12 +/-) � , I I I I I I I I I I I I I 5,-g„ I I I I I I I I I I I r +E+ y AT t• HK►TER THAN O� I I I I I I I l i I I I I CROSSWALK � AiTXXOP �sSAW AS r F= w TYPICAL PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) z I I I I I I I I I I I I I AT INTERSECTION cn WITH BUFFER STRIP O z APPLICATION z c� I I I I I 8'-4x4 POST ® 8' CC TLs CO&ONco r"A &LI11 1; PEAT #011OXAMOCOM rail ALTENATTO►r CM K uac■ ■mt U w 3: 1 SLOPE Max. I �sI- DNL XW MIC BUFFER STAP. LAHONa AT BOTTOM Or TOO 3LOPer1D soES INTH W z W MN. I { I I ITHE SE a. rc co TO T ARRUN I O A RISTPE SI � Mwiii D 8Y A LANDSCAPED CROSS SLOPE - 1 4' I I I I I TRU DOME EXISTING PAVEMENT - - -- - - - I ND�r CpTCIETE IaAss A rITTRM IP T T NTE '•1' I I I I I( I I i t i t OF STRUCTURE w.: I I T• OTTE'CETTVKS OF M TO K T THE W" NAL TH QF Y I I I I I I I I I I -I oTl(R TYPs oFW►lEr 1NITN THE TIeUI1cAr'ED FDo`aIE oEcrA�Aw'wT BE RE EXISTING T I I NE uL .IbrH I 71E OREC'iIiON VVEL. 000°000 °00000 OO °° O .:O• " CG-7 I I l I I 1 I I I I I I „ I I ?jj- C C TI�ATE9 D011E zTHE OETECiI�E itIMIC s1fALl E PSDreto fM rI1N�uErEp DoIEs. TRiI1CATED DOZES ra srAlPeo �P O O O O O O O O 00 �A I I 6 F' CKT-IF1011I OR NXCMT IK TOP SWAM, T1f COLOR OF TI( �TECTARE RAAAI@ SECTION SHALL �E A �1� LP 0000000000��p0000p000�00��000°O 00 �p°°°r°O�°pO°O°O O° O° O O O O I I I I I I I I CONTIRPSTINIO COLOR MTN THE /&MO NT M TrAms toeiAcm svwp=s Ped ms rLMED 31DES1. °000000pOQOO�00��0°00°O00,609°°VVQo a °,.p00°y -0000000 I 2x4 BOT. RAIL ] �aPrID lilll of CM RAMP wrr NE Poues YONDLnMCALLr TRFN Rwr FLoae a) 11r u9lc PE1MsseLE pQo 0 0 00 0 0 0 0 0 0 &�T,D,rJaw riTM KID - -_ ° ° ° Flo Al o °° °000°o°O�°o°o o°goo°o°o I ATTACH RAILS TO POST I I o 0 0 0 0 00 0000 0 0 4. IF RW FLIDOR M IOCAST,NXES OAT Of role DoaRl SARs !0 rNAr nATeED sloEs _ 0000000600a000 _ 2 S M- 2 A I I I --- I�==i I -- - i PROP. O P. GRADE W 3 -10 d EA. RAIL I Iw a uw EE cAsr N KAot A/TENT PL,►eE1, ETer of P Asr IIAIr Ftoat PnEusr ca»e'�°N"°sNrE L aE aAas U . Ply -- I I -- I I - J- I / ( ) �i- C-C 0 0 0 0 0 O 00 g 0 0 0 0 0 � ME Mt, 1M1q-EIEPTN T M S X M I7 0" r C[Ilr[R T R '"M so?" 'JOE' tlr TK RAY► SURFACE COURSE , I I- 1=-I i I I I I I _ ""�` �"� `L°°" '.'.'NRETE °°r&e" 18260 O O O O 0 O 00 O o o O e O I+ a. G!!r! ND MIrT[Ee ZEE Tl1 i�li A M&AT TO AMM At YCLUVft t.l PAY■["r - 0 0 0 0 0 O 00 000000 I01etW/MRDOUT►[R 7. WHO Ulm N WN ST0QAIID CO-3 OR CC-7 tmt CIA TALE OR Tlas s xem K G •.I w ' 0 0 0 O O O Oo O O O O O o TO M 040AAaTEO TO ANT THE YONITAM.E CAM AHD bobl I eATIO16 �� e l l � COMPACTED SUBGRADE I '. J I o 0 0 0 0 00 0 0 0 0 0 o a + RN�Ps AT1E To s tau► As vem ON THE Pu M oa At Blot tr THE E►aNIII THEY 3 B M 2 5 I. I_ 3 3 ARE TO aE PROnDEO AT N7 TTDI6 MMIXIv 1" �� MUM". O s Z ONAL BASE COURSE 12" I . 1 v o D 00 0 oD 00 00000 A I,a"TiK!011,', wjr�s�Aoi � wT,w PE�ots�rpllrN ceoSsrrxlls At s taKrNs a[1�n1A�lDs {aRRs � v I .• YMAOLC C I TIE ; M10P �a E s. • X 11 PL E RpYTE IS OFfaED A3 A 8 21-B 12" DNA. POST HOLE,:, I I �PAIsR �� SURVEY: ���` ( - •I' DETECTAILEE WARNING 0r AF T rJN Et�itER 9132N 1T4 CT� At lArTassali E rERr� s SUBBASE COURSE USE THIS SECTION OR MATCH EX. I FILL W/GONG. I I D:rAtL 9. RAMM WAY aE K 00 OR TAr10ENTML IIIP11011M THIKI THE CLAM DPET�Nc a PLACED N/A N I i' .. NOTES: TRT►M TIC! wrsA 'THE ILK. /A PAVEMENT S E C I TO N WHICHEVER I ( I n. rYY+IcAL COA►tiRt TE l.ET►ALR a .- T►Ioe TAHCN THE EYTTeAeTr� IMM IG"61 AcoOlUMTE THE T1ATraItTi IS GREATER. •� I--J., ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE N0. 2. RE NTs of AITIc>PATE>, MEAMY tRtle3t tRAFrIe rTE COIICIIETE sDEYIAuII DEPTH SNoeIIn x waIEAaEo I TO 7-. DRAWN BY: JOB NO.: ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. TGP 0304013 FINISHED SIDE TO FACE ADJACENT PROPERTY. CG-12 DETECTABLE WARNING SURFACE TURNING LANE TYPICAL CONSTRUCT (2) GATES SIMILAR (AS SHOWN ON PLANS). JKV.3A03 T`PE C (PARALLEL & PERPENDICULAR) APPLICATION S,� SCALE: DATE: SECTION AT ENTRANCE PROVIDE GATE LATCH. 1201071 YNNN A WPMTYENT OF TRMM40PTATON AS SHOWN 3/13/06 NOT TO SCALE PROPOSED FENCE DETAIL GATE HINGE DETAIL NOT TO SCALE SHEET: 9/9 NOT TO SCALE NOT TO SCALE F:\Tim\DRAWINGS\SITE (01-20-06)\Hdtt0pHouse\Hi1ltop House - 2004\Sk-pl rt.dwq 1. The property delineated on this plan is located at the intersection of Denny Lane and Berryville Pike in Frederick County, Virginia. 2. PROPERTY OWNER/DEVELOPER: Contact: Scott Smith Hilltop House 111 Denny Lane Winchester, Virginia 22603 Telephone: (540) 667-5323 3. ENGINEER/APPLICANT: Contact: Timothy G. Painter, P.E. Painter -Lewis, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. SURVEYOR: Painter -Lewis, P.L.C. Contact: Joe Ritchie 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 5. The Site for proposed development is parcel: 55B-A-6 The total parcel area is 4.9609 acres (216,096.12 Sq. Ft.). 6. LOT DATA: Zoning: RP, Residential Performance District Current Use: Adult Care Facility 7. ZONING REQUIREMENTS: Front Yard Setback: Required- Provided - Front Yard Setback: Required- Provided - Side Yard Setback: Required- Provided - Rear Yard Setback: Required- Provided- 50' Route 7 67.73' (proposed building addition) 50' Denny Lane 62.33' (proposed building addition) 15' 76.04' (proposed building addition) 50, 142.12' (proposed building addition) Building Height: Maximum Ht- 35' Provided- 34.26' (proposed building addition avg. hght. to mean roof elev.) Building Area: Proposed Addition: 12,404.00 sq. ft. (footprint area) 34,692.00 sq. ft. (total floor area) F.A.R.=(57,828.39 s.f./216,096.12 s.f.)--0.267 8. IMPERVIOUS AREA: Parcel Coverage Must Not Exceed 70% (Max.) Coverage: Impervious Areas < 216,096.12 Sq. Ft. x 70% = 151,267.28 Sq. Ft. 9. OPEN SPACE: Parcel Coverage Must Exceed 30% (Min.) Coverage: Open Space > 216,096.12 Sq. Ft. x 30% = 64,828.84 Sq. Ft. 10. PARKING SPACE REQUIREMENTS: Parking: 1 Space Per (4) Beds plus 1 Space Per Employee on primary shift Ex. Facility: 74 beds Prop. Facility: +68 beds Total: 142 beds 142 beds/4= 35.5 spaces => 36 spaces 2 ea. x 2 spaces= 4 => 4 Ex. Residences: 2 ea. 4 spaces Employess: 16 ea. +16 total Total Required: 56 spaces Total Parking Required= 3 Spaces Total Handicapped Parking Required= 3 Spaces Parking Setbacks: Front: 5' Rear: 5' Side: 5' 11. LANDSCAPING AND SCREENING REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Headlight Screening: 3' high along Rights -of -ways and adjacent properties. Interior Areas: 5% Interior Greenspace (1) Tree Per 10 Parking Spaces Zoning District Buffers and Screening: None Required PROPOSED DEVELOPMENT: 1. TOTAL IMPERVIOUS AREA FOR THIS DEVELOPMENT PHASE: 28,489.51 Sq. Ft. Proposed Building Footprint Area= 12,404.00 Sq. Ft. Proposed Asphalt Pavement Area= 14,991.22 Sq. Ft. Proposed Concrete Pavement Area= 1,094.29 Sq. Ft. TOTAL IMPERVIOUS AREA ON SITE: 76,104.07 Sq. Ft. (or) 35.22% -total Building Footprint Areas= 35,540.39 Sq. Ft. Total Asphalt Pavement Area= 35,353.23 Sq. Ft. Total Concrete Pavement Area= 5,210.45 Sq. Ft. 2. OPEN SPACE: 139,992.05 Sq. Ft. (or) 64.78% 3. PARKING SPACE REQUIREMENTS: Total Parking Provided= 58 Spaces 31 Existing Spaces 27 Proposed Spaces Total Handicapped Parking Provided= 3 Spaces 4. LANDSCAPING AND SCREENING REQUIREMENTS: (Note: The following calculations are based on the proposed impervious area that shall be constructed during this phase of the development. Please refer to Approved Site Plan: SP#47-01 for information regarding the existing landscaping.) Parking Lot Landscaping: Perimeter Areas: Required Trees: 28,489.51 sq. ft./2,000= 14.24=> 14 trees Provided Trees: 14 trees 11 trees proposed 3 trees existing Provided Headlight Screening: 3' high evergreen hedge along adjacent properties and rights -of -ways. Interior Areas: 5% Interior Greenspace Greenspace Required: 14,991.22 sq. ft. (x) 0.05= 749.56 sq. ft. Greenspace Provided: 1,121.19 sq. ft. (7.48%) (1) Tree Per 10 Parking Spaces Trees Required: 27 spaces/10= 2.7=> 3 trees Trees Provided: 3 trees 2 tree proposed 1 trees existing Zoning District Buffers and Screening: A "Full Landscape Screen" was provided, against the adjacent residential properties, in pn earlier phase of the Hilltop House development. Please refer to Approved Site Plan: SP#47-01 for additional information. ZONING NOTES: 1. The site lighting requirement for this project shall be provided by the existing lights placed on the building. All lights shall be directed downward so that the illumination does not impact adjacent properties. 2. One (1) dumpster facility will be provided toward the rear of the lot to service this project. 3. The mechanical units for this project will be placed to the rear of the building. mm SEE SHEET 9/9 FOR VDOT GENERAL NOTES THESE NOTES SHALL BE FOLLOWED FOR ALL ENTRANCE AND WIDENINIG IMPROVEMENT WORK. !HM LAT P rO 0111LT � ' N FAM"—LIT0 1Ti1i1■D7E�Nil I f�IWL�1f�lIE T• LL I E' I L L I T' T MENNEN I T IR aim \ P.I.N. xf--A-X II 1 1 I ors ING ` � � e ► I I vB - AF - - - - _ I IkT RE.9DIWM -- -- _ , � 40E S 8504770"E - - B 1 56.10' S03'S5 21 69e. 14 PIN. 5-W A-1B Q e W ( MP. PARKIRG 1 ry' W ' } I P.I.N. 55-A-37 I o 599 P�71i I I Q h O f S7'2�11 ) `� c� GASAAART INC. RP z ti•? toti• 11 1 .1 I INSM4-05-29563 us< Ri�9GiENnAc B-2 o _ - I I�USE.• COWER= v O �',h - �t ZONED: USE. SOl'5 50- _ _ _ _ 151� 11 '® = a - ' PROPOSED $ I 1 I \ CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ---.- _ = I I I \ C1 232.03' 04'40'53" 2839.79' 116.08' N83 1.96' ADDITION °48'45"E 231 1 I I 1\ 00 0 0 1 I P.I.N. 55-A-36 1 O O I GAS�IART WC P.I.N 5M-A-11 cp °`� 'i I I I I I�� � 1 1� INSIR.1-05-2956J PIN &W A-7 ' 6 "� Q RAIRW A ZADVW � � ° - � I I I 1 ZONED: B-2 -7mu w. )K"V , PIN. SSB-A-9 I I $ � . Q 108 4AW P..191 �O q; I -� = a USE: "MEMAL AS 276, P. 70J , JAMES A MafE I ° �I ZDVm• RP ® S2 _ ZpwD• D.B. 274 P. 4 5 \ ,� U&? VACANT RELOCATED o _ L ZMW..• RP m _ I rJ l EXISTING ADULT 3 US£ REM51911A p use VA®r - - S00'43'26 663. 63' ® o - W I CARE FACILITY ® ® I I.- W EXISTING ADULT '�`°' CARE FACILITY I 5�95 `� so EX. SWM EXISTING LDG �,® I I I I i ND FACILITY N0003816' r PIN 59 A-5 P.I.N. 55-A-17 349.11 ' PAIVW All A&AVVZE I I I I P.I.N. 55-A-34 MWWrLAW ASSAdAMS �MBC LC, v.8 B4 P 5SB O I s® 6%B%' DB ZLWfD.• RP 675 1 I I I INS7R.� 00-13492 9..N 04 P. 100 N- MT.- RE-SM714L I I I ZONED: B-2 ZOWD.• MV-1 - - - - - - � A°EN 9-ACT O/AA�ID� I I USE. COdfAlERCIAL NOO'3B'49" 603.33' P.IPNN -A--4 u7 ARA&WNr PIN 5M A-1 I >Ex,#rE- awma cn. INC I I I l flW A LINV D PARINERWP I v.B 495 P JR7 D.B. S51, P J12 2WZV..• 8--2 ZMW* 8-3 I WIF Gta!/ADICAL I I 1 1 0W. RL37"AAL I I 1 1 I I I I I I I I I I I 1 II I TRIP GENERATION: HILLTOP HOUSE ADULT CARE FACILITY: FULL DEVELOPMENT BEDS: (WEEKDAY) T= 2.30 (X) + 6.07 X= 131 T= TRIPS/DAY (61 EXISTING X= NO. OF OCCUPIED BEDS 70 PROPOSED) RESIDENTIAL: SINGLE-FAMILY DWELLINGS SINGLE FAMILY DETACHED HOUSING: (WEEKDAY) Ln (T)= 0.92 (Ln (X) ) + 2.71 X= 2 T= TRIPS/DAY X= NO. OF DWELLING UNITS TOTAL: T= 2.30 (131) +6.07 -> 307 TRIPS Ln (T)= 0.92 (Ln (X)) + 2.71 -> 28 TRIPS TOTAL -> 335 TRIPS/DAY (WEEKDAY) 6 1 of = 100' HISTORICAL REFERENCES: 1980 FREDERICK COUNTY COMPREHENSIVE DOWNZONING; CHANGED PROPERTY FROM B-2 TO R-3 (RP) REZ #15-80; DENIED REQUEST TO REZONE SEVERAL LOTS IN THE AREA TO B2 FROM R-3 REZ #10-81; APPROVED REZONING FOR A PORTION OF LOT 55B-A-6 FROM R-3 (RP) TO B2 REZ #23-86; APPROVED REZONING OF THE 62 PORTION OF LOT 55B-A-6 BACK TO R-3 (RP) CUP #13-86; INITIAL APPROVAL FOR AN ADULT CARE FACILITY ON LOT 556-A-6 CUP #04-88; APPROVED REVISED CUP TO ALLOW FOR THE PRIMARY BUILDING EXPANSION ON LOT 55B-A-6 CUP #03-93; APPROVED REVISED CUP TO ALLOW FOR THE CONVERSION OF EXISTING HOUSE TO A NURSING HOME ON LOT 55B-A-14 SP #SP #23-93, AND SP #44-96; PREVIOUSLY APPROVED SITE PLANS TH OF v U � � 018260 A1, fZ7, fC)� , Cs ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK a BC BOTTOM -OF CURB BML BUILDING MOUNTED LIGHT e 0( BP BREAK POINT BSBD. yBASEBOARD CG-2 VDOT CURB 06_1 CG-6 �, VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE_ MONUMENT FOUND CPP ; ✓ CORRUGATED POLYETHYLENE PIPE CMPK CORRUGATED METAL PIPE � CMPA CORRUGATED META PIPE ARCH CO; CLEAN OUT f, D'IA: DIAMETER /bS' DOWNSPOUT IEOP EDGE OF PAVEMENT IEOG EDGE OF GRAVEL EX. EXISTING F. FIRST FLOOR r F.F.E. FINISHED FLOOR ELEVATION�y ,FDC f FIRE DEPARTMENT CONNECTION" FG FACE OF GUTTER FH FIRE HYDRANT \ 9 F.L.S. FIRE LANE SIGN\ i _r 1LT. FLOOD LIGHT Ga, .w GAUGE \GM i GAS METER { GV GAS VALVE or GATE VALVE HCV2 HANDICAP RAMP 48 \ . HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER { 4 INV INVERT IPF IRON PIPE FOUND,I', IPS IRON PIPE SET '- LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE � MPD MULTI -PRODUCT DISPENSER I • r }ry 1 MID METAL POST �`�`�' MH/`" MANHOLE \ ' •, �l l', NDC NOSE DOWN CURB N �Pi.S. NO PARKING SIGN NET NO LEFT TURN NRT NO RIGHT TURN N T'S. NOT TO SCALE ,�;�� OHE' OVERHEAD ELECTRIC 0HT OVERHEAD TELEPHONE w PIV \�` POST INDICATOR�VALVE I l" PL 2 PROPERTY LINE � �'� 11, PP `-` POWER POLE �\�� PROP., _ PROPOSED PVMT =PAVEMENT' RCP - REINFORCED CONCRETE PIPE \�J'• R.D. ROOF DRAIN ` ~` ' RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND ,CABLE T.V. UGT UNDERGROUND,TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). I LIST OF DRAWINGS: SHEET 1/9: COVER SHEET SHEET 2/9: NOTES & DETAILS SHEET 3/9: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 4/9: SITE LAYOUT PLAN SHEET 5/9: SITE EROSION & SEDIMENTATION CONTROL PLAN SHEET 6/9: SITE GRADING PLAN SHEET 7/9: SITE LANDSCAPING PLAN SHEET 8/9: STORM SEWER & WATER LINE PLANS AND PROFILES SHEET 9/9: MISCELLANEOUS NOTES & DETAILS AIDUL7 CARO-KE RMC:�LffV 111 DENNY LANE STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FREDERICK COUNTY ZONING ADMINISTRATOR DATE SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0304013 SHEET: MARCH 13, 2006 1 /g F:\Tim\DRAWINGS\SITE (01-28-06)\HIIRopHouse\HII1bop House - 2004\Sihep1an.dwg Latest Revision Date: SEPTEMBER 22, 2006 EROSION AND SEDIMENT CONTROL GENERAL NOTES All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment control handbook and the standards and specifications of the County of Frederick, Virginia. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE Project Description: The development of this project consists of the construction of a proposed adult care facility addition and building link, related driveways and parking facilities, site grading, water & sewer services and mains, storm sewer extension and side landscaping. Existing Conditions: The 4.96 acre site is current) developed with an adult care facility, three residences and Y P Y. several outbuildings with related parking and services utilities. The site has approximately 364 linear feet of road frontage along Berryville PikeRoute 7 which current) 9 9 Yv (U.S.( ) Y provides access to the site and 197 linear feet of frontage along Route 7 on the easterly side of the lower level of the proposed building addition. A new entrance will be constructed along Denny's Lane which will provide permanent access to the site. The existing buildings and parking facilities are located on the top of the ridge that gently slopes towards the front of the parcel to the Berryville Pike side slopes which are steeply sloped. The rear yard is moderately sloping from the top of the ridge towards the rear of the parcel where the existing storm water management (SWM) pond is installed. The remainder of the site gently slopes toward Denny's lane in an easterly direction Adjacent Areas: The site is bounded on the north by vacant, agricultural land adjacent to SWM pond, the remainder of the northern boundary has been developed with small -lot, single-family residences. The eastern side is bound by the Denny's Lane right-of-way and the southern boundary is coincident with the Berryville Pike right-of-way the western property line is bounded small business offices that face Berryville Pike. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing Adult Care Facility and the single-family residences. 1B: Berks channery silt loam: (2%-7% slopes). Hydrologic soil group C, Class II soils. (Approx. 87%) 41C: Weikert-Berks channery silt loam: (7%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 3%) 41D: Weikert-Berks channery silt loam: (15%-25% slopes). Hydrologic soil group D, Class II Soils. (Approx. 10 %) Critical Area: The roadside drainage ditches along Denny's Lane and Berryville Pike. Erosion and Sediment Control measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Berryville Pike (U.S. Route 7) and Denny's Lane right-of-way. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along with property lines shall remain in place and be protected during the construction process to the greatest possible extent. C. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved area shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. Construction Sequencing; Phase I: 1. Site preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Control: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation towards the rear of the parcel, adjacent to the residence that fronts onto Denny's Lane. b. Construction of the construction entrance c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. d. Installation of the inlet protection devices at the existing pipe inlets. -Phase II Controls f. Placement of the inlet protection. g. Curb and gutter installation. h. Final Grading of site. i. Final paving. m. Remove erosion and sediment controls, as approved by the inspector. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of the work that day. g. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. h. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. i. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseed or resodded, as required. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-552-7001 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE DENNY'S LANE AND BERRYVILLE PIKE R-O-W'S. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING- 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SATE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING (THE PROBABLE AREA IS TO THE REAR OF THE FACILITY HEADING TOWARDS THE EX. STORM WATER MANAGEMENT [SWM] POND). 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5 NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. 3. The contractor shall adhere to the standards and speifications 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 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 department shall furnish and install all water meters though 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 18 and 21 inches. 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: 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. 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. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have backflow prevention assembly (detector double check valve of 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. March 06 STORM WATER MANAGEMENT- 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS -1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVIW AND CONCRETE- 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CC-6R, AND CC-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. MISCELLANEOUS:- 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. LANDSCAPE NOTES:- 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE RP & B-2 ZONING DISTRICTS. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF WHAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE STAKES SHALL BE 2"x2"x72. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR "'" NI, WOOD POST TLOw FLOIt - F�� 110 FT MAX. SPACING WITH -1 I I77-711 RE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC W9PD POST ATTACH SECURELY 36 HIGH MAX ✓ TO UPSTREAM SIDE OF POST. RUNOFF I RIFF 9" MAX. (RECOMMENDED) \\ \ STORAG I E-HT. •Q�"•1• lil , IE1 ��%�• I=1 11= ;=i I I'.=1 T -I1_ 12I. -II t l12" IMIN.I 1 I-( I�"CWITHCOMPATED • ! I II_ -II GRAVEL BACKFILL - I _ STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 x OR GREATER °° •fir • ..--� . ROADWAY PAVED ° •° III - 4' ° = I-111-1 I Jill I -I I L III=I I_I I I=1 -I - !IL -ICI FILTER FABRIC SECTIONA -A NOTE: SPILLWAY USE NDBAGS, STRAW BALES SEDIMENT BARRIER OR ER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. Q I O0 ryo � F1'°w --� ewe I� �o ' � o � o• ° o pep r.Qq •o,� o b •a• , o, � O� LLJ .c� .. Rti• 'o� odd :._ c`jD61'r� a{t• �r U 0- A A 2"-3" COURSE Z WASHRACKS AGGREGATE ® ® MtN. 6" THICK O a� �^ o 0 0 o �� •o� 0 I C� z DIVERSION RIDGE to W 70' MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY ENTRANCEPRIOR TO IS NTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHINGREQUIRED, T SHALL BE DONE GRAVEL ON AN AREA WITH CRUSHED THAT DRAINS INTO AINEAPPROVED SEDIMENT STONE CONSTRUCTION 4. OR SEDIMENT TTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT INSTALLCA GK �G COUNTY of FRFDF.RiCK Department of PlanniMF and Development 540/66�-SGtI FAX: 540/ 665-6395 uensr ?R, 2l All Fries fainter -Lewis, P.T.-C. 116 S. Stewurt. St. Winchester. VA 22601 RE: CiiP N5-06 for Hilltop house Property Identification Dumber 55B-A-6 Dear %tz. Tries: This letter is to confirm action taken by the Frederick County Hoard of Surcrvisors at their meeting on August 22•'006. The Condit.ionnl t he. Permit 105-06 for an adult care facility was apprvv;;d with the following conditions: 1. All review agency- requirements will be addressed and complied with as required. 2. All federal, state, and local regulations applicable to adult care facilities will be complied with at all limes. 3. A site plan shall he submitted and receive approval prior to construction on the site- 4. The entrance onto Route 7 will strictIv he a single right-in,iight-out driveway. 5. Any change or expansion of use will require a revised Conditional Use Permit - If you have any questions regarding this action, please feel free to call this office. Sincerely. Kevm T- Henry Plannine lechnician K I H; hhd cc: Charles S. DcHavcn, Jr-, Stonewall District Supervisor John II. Light and Gary Oates, Stonewall District Planning Commissioner, Jane Anderson, Real F-state John Trcnall', In.-;Nctions Administrator Joseph Smith, I l l Denny Lane. Winchester, VA 22603 107 North Kent Street, Suite 2D2 • VVIlnche■ter, VirKinia 226111-5000 GRAVEL FILTER* RUNOFF WATER I 1 11 1 1-I 11='7n -III=11 I=1 I I� SEDIMENT- I ! I I - CONCRETE GUTTER 12" t WIRE MESH FILTERED WATER IlaIli III �. • .'� - •4 . II .� II -II 111 b-.„ 11I- 12" CURB INLET SPECIFIC APPLICATION THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. GRAVEL CURB INLET SEDIMENT FILTER NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07 PIPE OUTLET CONDITIONS A A �La 0x SECTION A -A FILTER CLOTH A 'IPE OUTLET TO FLAT \REA WITH NO DEFINED ;HANNEL �--- • KEY IN RECOMMENDED I ENTIRE PERIMETER 1 I 3 . o (MIN.) IIPE OUTLET TO WELL )EFINED CHANNEL SECTION •RECOMMENDED FOR ENTIRE PERIMETER NOTES: r Llmw Apr sy R~, GRouTEv OR r 2 La IS 7W LOC7H OF r r r J. 18-4. S7OMF r r A w O tY les J UJ Q 0� Z F_ U Q �LJ.I�� W J Z J > w Q LL J A/ it 0 UJ LLJ Z V) =11 O Q W 0 Y 0 o aW Q o Z ir 0 � ■ ail to N O cV (D a) I,0 Cn o U Cn o N to v CV v c-- N W 3 tll - c 0 C c 0 c .� u-) � a 1 c tv CC : ° � ° E o aU,_ W� cD � � - U L_ E Z3�: w {���I,TH OF 7 0 . PIINtM a 0. 18260 01 4-1- si 1 NAL SURVEY: C.I.: PL-PLC N/) DRAWN BY: JOB NO. TGP 0304013 SCALE: DATE: AS SHOWN 3/13/06 SHEET: 2/+ F:\Tim\DRAWINGS\SITE (01-28-06)\Hil1t0pHou \Hlllhop Ho", - 2004\Sreplan.dwg P.M 559-A-9 -A � \ 111 ✓AA/ES A. NC 65 z I ZALY/GD I �� p k / // I I stoop a.a= 6,B2a77 s4 Ft - �D.B. 27� P. f65 2 P. 27�� �► �� 60 rb / I /% - - I FF= osa tY - W I I `� n aYEO.' RP j I Za�ED' RP,. �' I �' Use: rxwwt'y H°'"e I �►II J'\ k� / I y / I I1 Ex. 1 �i \ ! �AC�4NT USE 0ACANr o .� w tK n. I IL // r I I tc b.ej;� Iri + I v� r - -- '.i '�N II �. �— / j / Ex Laldregaf+p Bed �� / / Er L Rod —L_ Er 4=goat. IIhAI Ex.Pit Meter _ / Esc �Sii►y T/� L- W' Ex. 4' ebne Walk — +- �// Pit I II — .. — /r _ - -+ •I iE� �" (/� cam I�Itt��� — _r—_ ,'a'e .S L — / �_ -4 — u / / I a 'O Ear. Landw*ft Bed I FM !III II �- ate.- i� -�i'/� Ex. Open Ex V / I I� I III F ae sae , r 7Q42 .�.. ,os � Mv. M71JO I E 1 a nomow Ott-672.12 Esc NurvdV Nana wNty I I I I //�/ r kJyµyc�rr1s6' I Ftx--i c4 (1 - 72271 s4 Ft I I I ! i11 FF.- man' f UM Nusm9 Nome I , r I (r) scar I �w �� 1 '' I -� -----------------r --- ------ C------------- _-� I eG �6- �. a�t' _I EX. SWM / \ I I // //,// f / 1� -----App- Looallon of -- Ew--------- --- =- -San. Sim-LatrmL / / goers Space dew T. - -- - - - -- -- --� r - oflon POND I j ' I // //i / JVq�'.!M!'Id'� �/Dll' 1 I ( - FACILITY P/N 559-A-5 I � � 1 11 1 1 A 1 11 1 A 1 11 1 A 1 11 1 cn A 1� A 1� PIN. 55-A-,X",11"S NC A 11 1 zavfv.• RP A O Top-678.42' r Out 668--7' RT —�—___ ENVY LANE ,-- i, _ 10 .1220) o.p\ - -- - - _ems-: . _ SAFE40 0_ — _ — &. OW st - - = - - -.- U. �,tr - 1 DR R- W —a. a.mx -it 15 .�'- - - WING SPEED: 25 MpHEUX 00-15, — _ UNPO a. a� •. asox snap. I slrw i STED) --E> QJP.— m aze- r�Mg.84' 11 = e' Water Ida n �C •, M=66Is1' E 1& vain S o �� — _ a �2 1 '� M GLr-s6zs264 o' a. M . a i2x � _15.6 RO-";Ex FH --- 1 1 ml .... -f - I Er. (1) Sty l lj / \ I (rR)I 9 II 1�n J I (TaR) I .\ $ 34 .?5�-8" SDR-21 JC WL , �"•t III I1 •Ex. �AB 1� \ Ex T.—O I 1' --►I (TS.R) P./.N. 559-A-17 PLN. 5,59-A-16 .--- --�� ��- LEM1S / saV ° / 20' ft- EafeL --- "� II S 7��1 " LaYN1E ✓. RYGY,rE�i/AN D.B. 252 P. ZT8 � / ° _ -- \ \�� (re.R) E,�-F,,,��� T D.B.276,P. f27 ZaVl�D Rl° PIN. 5,59--A-18 U3E RES/ W)7AL UZOAEV- RP SE RE9&9VnAL \ \ \ \ m BETTY G. L/LL Y I I �°' \ I �I. �-�- k--- EX 2n• ter.,. Em"t (w) 0 III I Use REsrarNnAL (\/� � r I J / I� 1 or Arm Ix carm (CIS rRR ), —'K Ex.4;Ca�c S1EPS I I \� (12 TREAD dt I 1I 61t- Ex 6 NCJgy � �''�" — 6- EX ~6.7w�rr—s6aTear-6rs`00 Ex Ofamd \ \ FaK 4I len. die J I \ sw - P�„y _ y = — — (Tpe ) .— { � =� - I Erb, s1 �•�ig�g" _ _ vie �,xl 6-�br."` -+. s s r '7bhld�AWJ +R1ra� M°P�'661 ' ��= M — �,►--- ~ __ — _ I O �� � LEx r4� `=ts' &t fi e6r.7a' LENGTH DELTA RADIUS TANGENT DIRECTION CHORD e ' �� ,ice — _ —_ —_ �� I p m , aster �q1r_ _ — — — — — — — — oI CURVE LE — — — _ \ I C1 232.03 04°40 53 2839.79 1 16.08 N83.48 45 E 231.96 O I ■,r��/i � Af - I �Cc_�- — 72 MK e� � I _ Z _ ° \�\ t45r Mv. �ur-s7!!66 I I I Ex oc=sue (rs.R) T T--T —f�l i \ \\ (raR) 1 I r' - \ J`' �'•7 I j F+ E. 4 0 5 "I IL lrs.R) -L- / u B.P. 4yG�'a f' %1" rl ad wo1E Xn 67'-i r Rlcr ( N I I It I My r� 7l / 7�0�7/ \ • a 3x r. W UID PIN. 5,59-A-11 -� /._ ExxAw Ex rn. I I I iw . Ig ��D° (�) \\\ I �� c / / IVEmID (TRR.) RAYII/aY0 A ZAGi/Gi7 _ _ / Ex rrw LZB 4120 P. J91 .� ^ ' / P+aR.) \ jE aR)- Z6WED.• RP . ' , / (raR.) \ — — E5-6 conc. NbBc (a.R) Fronr \ Ex USE VACANT I /% TPod, 11ap-6nSn a 11� r %/ --� I I.61 Ex 6•_6' Can-- Mf:At TAR.) ,. GO OVGI Ex P&Aipg PIN. 556-1-A1 / ? �/� � �' I Fowny I � I � ,�ti_ �' ✓ \� �ii �� GYENN R & 9VEWrL. / - E y ------ �IrMy JI Ex. o I // - I I Ex Nuraft Nana Fad1n i 1 / cam. I PAULhW A/. A/cy MZE .28675 — — PIIII RP I•a•8 .os / \ Il 1 a e sz, i /, 1/i /j j/ / ; i , - - - - -- AL I J —i— �— �— / RkF" A LAIN7ED PARINER3�'f/P ' I I P./.N. 559-A- F I I T D.B. 65f, P. ,T17 PARAA/GYAV I ZOVED.• 8- i I 7fRA//IE CGWIR(X CO NC USE REYOEN)7AL } 0.8. 496, P J87 ZOWD.• 8-2 USE 60IAI/E7PQAL 30 0 30 90 I Scale 1 " = 30 ft w J H U w 3 O is Z Z 9g o a. Z Z U � w J HO cf) W C� 0 Z 0 — ui Q >c W U _Q F— Z V o� W J Z J Q O W W WZCf)D OQWVV Q 3 Q W W O ILL. V J a E w +. N p N (fl 0, r° � o U N LOCn v N v_ � +; v, 0 0 v 1 : ° c ° a� +` U o W0 In CG to -c s � U U v E Zw Imo' ■ ON z Of J LLI 5w Z O0 Z S,TH OF 1� �✓ PLANTER V 18260 `��sloxAL � SURVEY: PL-PLC DRAWN BY: TGP JOB NO.: 0304013 SCALE: DATE: 1 "=30.0' 3/13/06 SHEET: 3/9 F:\Tim\DRAWINGS\SITE (01-28-06)\Hil@ooHou \Hlllh n House - 20D4\SIAmIan.Awa L� - - - ---- _------- - - 1 E.O.P. - - c = -15 CMP - l��O) Ex. 38.00'-15'0 RCP - - _ Ex. Entrance R-Q- /_ _CL N 0 0.36% Slope 1 4O � Ex. E.O.P. S'Ali'I,-' � = Ex. 34. Ex. 7. . RCfr� I Ex. SMH - - 1�RIVING UN �on� _ _ = a_in ®0.50% Slope I I � Top=669.84' ( POST Ex. E.O.P. Top=667.91' D)Ex fi - - - - 1n=16151' Ex. 46.77'-15'0 RCP _ In=662.64' - - ---- � - Water Main j - - - -- - 2 0 �- - - Out= 663. 50' Cl. N 0 0. 32% Sl2�E I I _ Out= 662.53' - ` - - C Stee/ - - -Ex. 6•' --- _ - e W-- -'- - "� RCP- Ex. 6" Water Moin 56.00'-15 Ex. EUF��- _- _ Ex. ® 1.00%oP� �� <Inv.=666.62' �0� Cl. III �� - o Ex. FHI 11 X. IL Ex. Enl L I� t once Exit G I 1 �+ �/� 2' CURB CU /Ps -.. II o I I i 458'R 25.15'- -------40.46 -- r U' CG 6 2' NDC I o k I k W W II I CD I IW II III W I PARING C3 9.00' i E12 A EA 62 A „„TAP PR. 1 (TYP.) X I 8 X8 I F TOP 35' N �, 45' BEND 1 41v/BYFCSA ro- !1 d i I a IGN �- R.L. -`Q �_ Rr :RFCTRAIf�tT_I �� I I I PIN 55B-A-16 I P. /. N. 55B-A-17 LEN/S A. HOOGSON �. L ONN/E J. R/GGLEMAN 9.. B. 252, P. 298 0. B. 276, P. 427 ZONED.• RP ZONED' RP P/N 559-A-18 BETTY G. L/LL Y 0. B. 596, P. 711 ZONED.- RP USE.' RES/DENT/AL USE.• RES/Off T/AL USE.• RES/DENT/AL I1 II NOTE: I �� CONTRACTOR SHALL INSTALL GV'S, METER BOX ASSY, AND q) FH ON EXISTING LINE. ALL WORK I° `II TO BE TESTED. :I N I 1 NII ❑ k IF lPF II- - - I -Ex. 6' WOOD fFNCE I Ex. 4 "0 C. 0. Ex. 4'0 C. 0. Inv Out=669.28 Ex. Inv. Inv Out=675.00 o 668.72 Ex. 4 "0 San. Sew. -Lot. - %� Ex (ouj �� --tea--iF=s===--- a N Q _ O ®2.089 Slope �+ Plug I ptit�oopo(i r _ W z o'�� Ex.�O Water Ser vice j o��- PR. GV d +� ii PR.� / - Uo II li W ��i~ 25 b q // Ex. 4'0 C.O. d" Inv Out=670.71 - _------- - - - 67 Ex. 1�op=.19 Inv. 1,=672 �3 II �� �I I E Inv. Qut-672.86 { F611 l ii�\� I Ex. f SIGN / / A001 /4' CONC. I / WALK r?g c NOTE: EX. DIRECTIONAL I I I 1 SIGNAGE I THE EX. SIGN AT THE INTERSECTION OF DENNY 1 LANE AND ROUTE 7 SHALL BE REMOVED. A SIGN PERMIT 1 MUST BE OBTAINED FOR I I I REPLACEMENT. I I I 1 1 I I 1 NOTE: FIRE HYDRANT I I II 1 THE EX. FIRE HYDRANT ASSY. SHALL BE REMOVED xl AND RELOCATED. INSTALL APPROX. 7.5' EXTENSION m AS SHOWN, OR AS MAY I I IBE NEEDED FOR THE EX. I I SITE CONDITIONS. I � I PAVEMENT 1 I I WIDENING I I I P.I.N. 55-A-37 - AREA 1 I GASMART INC. INSTR.# -05-29563 ZONED: B-2 USE- COMMERCIAL I � I O I IIy�I 4. F I I \ ��Ibl I I o PROP. CROSSWALK I(TYP.), I I I I PROP. 24 a ' I STOP BAR u I oo °00 ° _I N pR I o // - -- - HDCP o - �� 7.7 3' c< 4 9 .c ao ONC. RAMP CD- LK (� - 92.0 `° iI 88590 Rc 2.00' LANDSCAPE - LANDSCAPE ° v Siape AREA // / --- -- _ -_ --- ---� AREA � 5'R W 11 B CONC,,' WALK 1 .01- Ex. I I LANDSCAPE Ex. Overhangt s~ ,_-- 7. -- -- -- // III I (�) PARKING 4. Ex. 4 0 S Sew. Lat. It AREA �X�oQe III (V..F.) I III F Ex. Parking m U V / I // - - - - -- Facility � I I g4# Ex. Ex. Nursing Home Facility Ex ______ �P 3° I I o Ex. Lights Conc. (1) Story, Hght.= 20.0' 3 ° Stoop Area= 6, 520.77 Sq. Ft. 3 _ F. F. = 680.15' od o k I � k g Ln Use. Nursing Home of E� I O c' 0.00' 24.00' I I Ex. 6"0 7.66 Water Line m I 6S1�//� j I -L- .` O II Z I ��� k -� - - - -T I �� ✓J -T �� 1�, I o o,oNi o,p U �-- Ex. . ENCLOSED = o j U o - I --Ex. Landscaping Bed __ - Ex. Landscaping Bed - �AssY. 0Ex_CG� Ex. Meter DUMPSTER c ��+' Z II o l Ex. 4' Conc. Walk 8 `" Ex. 4' Conc. Walk _ -- -- - Pit OfFce Trailer 9 (n o a� L� .x // ~11 } / Z ^ °L' j `� Ex. Landscaping Bed Ex. Conc. Walk FH �\ 15 R Ex. Landscaping Bed _ O 2'R _ �, I Ex. Open _ Porch Ex. I .. - - - - - Deck l'2i'8 OS I ,0S Framed Building Ex. . Top=67842 � �'b'8 ,OS o Ex. Siamese I I Inv. ln=672.30 ?6> 13 Connection I I _ - I Inv. Out=672.12 i � Ex. Nursing Home Facility /�x. lnv.671.56' i o (1) Story, Hgh t. = 16.0' I E= i Ps, Area= 7,227.1 Sq. Ft. I F. F. = 680.11 ' I W Use. Nursing Home I I Ex. _ PR. 1601'-15"0 RCP Ex. (1) Story Conc. Meta/ Building Pad I �- --�-- -s-"" CL. III ® p.50% Slope Ex. SMH I Top = 666.95 In I _ 1 ______ ------ Ou- 66608 Ex. �� A rox. Location of Ex. San. Sew. ---__-____ - -�- �� -___ _ _______ _P_P----------<`----------------------------- '�------------ _ _ _____ r, ____-- Ex. San.Lateral ---- __ _______�__ Open Space Ex. San. Sew. Lateral `-� frump Station n 20 7d*9 ,OS P. /. N. 559-A-5 PAUL/NE M. Mc/(ENZ/E 0. B. 712, P. 28 675 ZONED' RP USE • RES/OENT/AL Ex. SMH (ADJU T TOP AS NEEDED) I I i ap 661783'2 P.I.N. 55 - A- 36 1 Out = 661.78' I I I GASMART INC. PROP. 6"0 SAIA SEW. ,LATERAL INV. = 662.50 I I INSTR.# -05-29563 TAP BY FCSA ZONED: B-2 ------_ I 4Ex. USE: COMMERCIAL POLE --_ I (T.B.R.) IQPROP. DI-2B, L=12 A TOP=676.00 15"0 Inv. Out=670.00 '- -CONNECT EX. '► 8" 0 WATER 'NE I _ II PER FCSA I I I I II � ,ten X I o . 1@)PROP. DI-3B, L=12' I TOP=669.80 15"0 I Inv. Out=666.00 0 0 15"0 Inv. Out=665.80 I I I n - kll cn-� �I ®u rno \ I I� �ryi� I J I I u, 'II I n -cp'Il� I i l x X m n I I I I mI I I n lii II n II n I I I I NOTE: FRONTAGE I IMPROVEMENTS THE REMAINING FRONTAGE I IMPROVEMENTS II I I SHALL BE DONE I AT THE TIME OF y I I THE NEXT ADDITION OR ANY SUBSEQUENT i SITE ALTERATIONS. I I I I I I I I I RPOP. ES-1 b15 II "0 Inv. Out=665.00 I I I I ' I I I P.I.N. 55-A-34 � MBC LC. INSTR.# -00-13492 � ZONED: B-2 I I USE: COMMERCIAL I I U w 3 O CL 0 lip, gg Wa F- V) �Q z D a W J W Z J > w Q W J jv O W 2 )0-- Z aX ZOO �QU OV JJr'_V Y 0 Q W Q o Z X 0 � V) U _J a �N E .. a� o c0 Q, 0 1J N N 3 c .. c W a ' � � J cn � `n a 1 � a� 0 j 0 - �' 0 E 0 v7 r 'Fn 0 0- LLJrn (� N U U U c f- �- E Z � w N87 CD u7 z J w w D V) o I? IT of `CIA I U No. 18260 Gam/ G �`SSIONAL SURVEY: PL-PLC 1 DRAWN BY: TGP JOB NO.: 0304013 SCALE: DATE: 1 "=20.0' 3/ 13/06 SHEET: 4/ ` F:\Tim\DRAWINGS\5rE (01-28-06)\Hi1ttopHouse\Hilltop House - 2004\9"1an.dwg PAAWY LMT _-V NOTE: EX. DIRECTIONAL _170 CMP - - - Ex. Entrance SIGNAGE RRO �1i►' . I — — 7—,---- Ex. Ex. 3 15 "o PCP 0 Cl. N O.J6Z Slope —Ex. THE EX. SIGN AT THE 40')?-0—#, P. Ex. 34. 00'­ SAF 0 "5 "o Rcp—___.� E -DRIVIAIC 25 Ex. SMH INTERSECTION OF DENNY 0 0.50Z Slope Top=569.84' X. E.O.P. Top=667.91 LANE AND ROUTE 7 SHALL ln=66J. 51' Ex. 46.77'-15"0 PCP ln=662.64' BE REMOVED. A SIGN PERMIT (UNPOSTED)EX. 6" Water _�_ain 12"o 71 19" 1 Out=66J.50' Cl. 0 O.J2X Slope Out=662.5J' oe', Poe 1 20 0 20 60 MUST BE OBTAINED FOR 4-cT Ex. REPLACEMENT. I 6L_W0t_erMain 15 RC Scale 1 20 ft R) 11-5 6687 I E. SIF trance Fn 0 0 0 (0-jo Exit 00000 /Ps 0000 0000 -30 Irl;! Ir / j CG 6 N vV LIMITS PAR I G 4j, c) CE E121 'A OF \I@ I I I � "A/" rn 122 X 0 CP 0) - I . . V 0 I ' GN CONSTRUCTIbN -671- 3 4 2. 75 L I 0 J1 Ex. CG LL. \ / '/j � �- 1 11 � - 8 SDR-21 PVC Conc. -_Ent CD' PIN 55Z9—A-16 (TO REM z —A-17 Is od NC. P.I.N. 55—A—J7 :5 PIN 559 ZE9115 A 110,0650N DO T ��11 .' 0 L a. i cm 0 A K GASMART INC. Z ONNILC d I'FICOZ EYAN 9. 9 252, P. 2J8 —673 ENT WAI_ "A INSTR.# —05-2956J SIG \IZZ- ,0. D.B. 276, P. 427 — ZONED. RP ;0 / � God 0 - /F 1 74 ZONED: B-2 ZONED. P (13 LCN77AZ PIN 559—A-19 COMMERCIAL ,Y51-.- RC51,OENPAZ USE. 'CONC. Z Z BETTY G. z /Z z r %__44 WALK 0 0. 9 5_96, P. 711 0 675 \\ I I O ZONE, 0. - RP USE.RE51, OEN TIA Z�) �� _ , Z W 0 r W �1[ L— 9 c)if PROP. WNW HOME C3 W z FAMM W0® ,�- (2) SIM wNh BASEMD(r-67,3 AW W. Ex. Park Ff. _674 HbcP _j Uj Area AM z 12.4KOO 0 RAMP F_in A.� Q PARKING AREA 4� tu F.F.= 680.159 B.F.— M.00 I I V 11 t 2 C) 0 um HURM HIM < z M ROP. -2 CG ROSSWALK F_ CURB P.) W I SILAN D I N ZEx. ��0690 -kN _ _ — —< 4 0 C. 7 In, (jut LH 21" . . —____� I f I i '_ - - - - Ex. 4 "0 -L 0- - =675. 00 ROP. 24" 0 LL� __�nv__0LjLL=ff Ex. Inv,= UJI -Sew. Lot, TOP BAR z -Ex,44 -S-on. 1-91 W z ) Ex. SYH (A Dd� T FOP AS NEEDED) z) 0- Z 0 To) 6 70. J2 STbN Q PROII�' AN. SEk\- R Out N 661 7� h5pe ) 6"0 SA PROP _j n 0 < W �q'Nz' (1zl7i, Cn 66 1. 8J' P.I.N. 55—A—J6 0 0 CONC GASMART INC. 68-2- LAT A SEW. Q) 4 WALK INV,= TER`�� INV. 6562.50 _j -TAMP 6 Ll� c6 WNW HO iE 65.40 INSTR.# —05-2956J 0. _j A cz, Ex. P=677 98 PM. ZONED: B-2 __j In 69 Out= 6 73 Uj in V� "r I\'\xz" 11 (2) S1 ift FF, _% _iE; 5,. r=b =672-P, USE COMMERCIAL In t,� Qut=67�.86 POLE V 4 Ff. (MAL AM) C. - --I I ? I &] AREA z 34AL00 B.R.) PROP. DI-28, L:-1-2-- - & , - W Ex, 4 0 an. Sqw. Lot. 0 TOP=676.00 LO 4 jP , \ \ H Ld 7'7� 9, 87.• -,�Iqp e I ' ' 15"0 Inv. Out=670.00 0 tom. F.F.FFz 6W.1 59 0 F_ _14, 4 V) L TS IMj' ILL= HOME CID We NURM l --- OF ONC RAMP T1 A '9 S Flyi N"I I I I I -LANDSCAPE d 4� CONSTRUCTION LANDSCAPE AREA AREA - 17 B �OB PROP. DI-38, L=12 A/ TOP=669.80 J___ _L Ex. z -t� CONC, WALK '1 11 15"0 Inv. Out=666.00 C.O. it E co 15"0 Inv. Out=665.80 41 (twj \ %,-- it 41 Overhang (t)P.) 1410 W. IP it to 0 PARKING Vf.F.) LANDSCAPE L AREA z cn Ln Ln AREA //\Op Ln Ex. Parking (C"' C -0 11 it [77, 'T Facility LIMITS C: 0.6 4 Ex. U) > Ex. Ex 0 PL Nursing Home Facility Conc. (1) Story, Hght-= 20.0' 0. Stoop _'C OF Ex. Lig t C: r. Area= 6,520.77 Sq. Ft. D 4- CONSTRUCTION _jII F. F = 680.15' 0 0 -,:::: E Ex.\51gn V)•I Use: Nursing Home I X 0 �rn E q, 0 0 LLI J — m � , �C � {�- :— fi ' ' ill � �'• N o z � � �----� I -_ _ _ ---� �— � ---- � � fz It AIN Ex. Landscaping Bed Ex. Landscaping Bed ---x. ------- :z :2, ('Z' co �i 00 ENCLOSED r• Q)' Ex. 4' Conc. Walk Ex. 4 Conc. �61� Ex. ,­lNest&� UMPSTER Lo Office Trailer U) ra Ex. 'onc. Walk CD II Z3 Ex. Landscaping Bed V) X. Ex. Be� 11001 X. en It 1L'L J Ex. - ----- PO - - ----- NOTE: FRONTAGE 6e6k CD og 1 0 IMPROVEMENTS Framed Building Too Ld Ex. fl� St6ry ­JF THE REMAINING Ex. Nursing Home Facility FRONTAGE o (1) Story, Hght.= 16.0' I IMPROVEMENTS CC,) - Area= 7,227.1 Sq. Ft. SHALL BE DONE F. F. = 680. 11' H of k F Use: Nursing Home AT THE TIME OF THE NEXT ADDITION EX. (1) Story Ex. PR. 160;1_1 5 11 0 RCP Ill I P.I.N. 55-A-34 Conc. t I OR ANY SUBSEQUENT TL407W CL. Ill 10 - 50% Slope I ' III MBC L C. . PMM Metal Building Pad Ex. S H' SITE ALTERATIONS. 18260 !!L INSTR.# —00-1J492 4' �614' TOP - ZONED: 8-2 ------out �6'0. I' n ---------------------------- olf" ------------- ---------- USE: COMMERCIAL 10C Ex. App-ox_ "Ocar;o se*� 7 0 7- %rrn Statior, ONAL Open Space W C 1?171 SURVEY: PIN 559-A-5 PL-PLC PAUZINE Y. Ycl,(ENZIL' DRAWN BY: JOB NO.: D.B. 712, P. 29 675 TGP 0304013 - /'? _�12 �.C` C40 SCALE: DATE: ZON0. P RPOP. ES-1 A 1"=20.0' 3/13/06 _AZ 19 15"0 Inv, Out=665.00 c5l, OEN // I USE. RL __ �1811 I OP I I I SHEET: 5/9 USE • RES/ 9ZN7/Al 1 (AM - - - -- DIRECTIONAL 1��0 Ex. E 0 P. rP CMP Ex. Ent - - - - N NOTE EX \ _ -- z - Ex. 3.aa 15 m R _ once 1 SIGNAGE ' - ---' Cl. 1!! 0.36� Sloe � 40 R-O- - _-_ _ -_ _ ° P Ex. E.O.P-- - _ THE EX. SIGN AT THE SAID' 1�RIVLN - _���y. I4®o'- 5"a RCP-`Il EX. sMH I INTERSECTION OF DENNY I I h I --- - _ _ _ 0.507• Slope Sp"ZD '25 Top=667.91 Top=669.84' - PH U T - X• E.O.P. LANE AND ROUTE 7 SHALL rE - M � NPps -- � ---E �II] Ex. 6 r �- -( In=663.51' Ex. 46.77'-15"0 RCP - ln=662.64' I I Water Mvin _` _ _ . f--�-.T - - ------ - _ � Out=663.5G' Cl.C1!lI ®0.329' Slope (( ` -, __ out=s62.53' II BE REMOVED. ED A SIGN PERM - - 72'� \ , -e \ , \ - --,Exs'_wvt�Ll Moan I I - o` �o �`1� I MUST BE OBTAINED FOR - - - - - - "� REPLACEMENT. I .-�X= 6 Water Main _- =- (tA661Ex. Fx.FH Entrance; ' -EX;tCURB CU /PS OR ft '{II00 CID I I I I I NOTE: FIRE I I HYDRANT 0 CG 16 2' N I PAR' I G 12 AF � „ TAP I I R. J 8 X8 I i - THE EX. FIRE HYDRANT I i I ASSY. SHALL BE REMOVE rn ,AND RELOCATED. INSTALL CID rn APPROX. .5, EXTENSION I L - F ---�. " �I AS SHOWN, OR AS MAY BY FCSA , -! i m TO - - 35 R•L 45° BEND o BE NEEDED FOR THE EX. I \ 1- \ IGN STR,A1IN c° -v / 342.75'-8" SDR-21 PVC L I SITE CONDITIONS. Ex. CG-9B - -- Conc. J \ - - _Entrancg_ \ G-6R ,9' \ 4 E-W I _612- _ (TO REMA/N) 1 \ -- RE T IQ11I I P. /. N. 559-A-16 P. /. N 559-A-17 / I \ �� o co o LENS A. HODGSON / / / 1 "DO NOT \ \ �o ONC. I LONN/E J. R166ZEMAN / / ENTER"' \ WAL WALK D.B. 252, P. 238 _ � / , -613 SIGN D.B. 276, P. 427 ZONED.• RP ' "� ' (� / I - \ 75.0 ZONED. RP ' to USE RES/DENT/AL `�' I ! \ \ N 0) `° I li I P./.N. 55B-A-19 I � � � USE RES/DENIIAL I / ,� 4 --WN \ -T�- BETTY G. L/LL Y s74- �``�; WALf� - , D.B. 596 P. 711%/� - --. ZONED. RP \ \ / /' / / / .I \ \ \ x ;n I t, I USE. RES/DENT/AL �/ // / I �(I \ _ _ _ - ` 'b O I I / PRW. MMIC HOME ° I 1 I �h FAIgLRY � � � I (Z) srlo�r ,III e� _873 -616 - 113° I I - - -� ,- . .� 0 . - x� T - � I n � 1 71�. b �' ,�, Ex. Parking ci I PA = 12^00 �. n. -614 O - _- � -- 1 H CP �� �° Area - -- - I /I��. - c° 1 R MP - 1 - _ _ PARKING I I I I 3 - 8 I I- (NBC- �eo.i s� ° c� AREA I I I I I 3; ►� II IlI g. ❑ F.F \I I r Oe �) ( J.I I I Ali--w __----� `� I I B.F.= dT0.00' J J I ►o I I 9 -677- - - I I I I L n 2 DC I - - - - - - - - _--.,,F- -- ---- __-------------- m/p 11=---� M 71 - - - - - - - - - - - Ii fl m 6 - _ - - � I I ' - - j _ - _ - 11� CG-2 PROSSWA K � o I 1 -- I' I 11 CURB I �� -- _ EX. 6' -� -- I I I �, I I �rz O a v O ' I S D r N -� ---------___��e 51.-- - ��__---I_ I I I I �- o I II I I '- -° Q dG-7 G x I C.O. J Ex. 4 "fD - o' _--- Y I - _ - Inv Out=67� 0_� -J I I I I ^ a )off ND \'ROP. 24" - -' ' v�Jut=669.28 Ex. Inv. _� ---- - I I I_- J ` x o - -b6S 7� -F �-4 fin_ Sewer Lat_�. _ - - €x. I I I -N " I - ` _ WSIIT ON rn Ln ^ M I STOP BAR 0 % - - -Y _ - - / PR.. /2 cv _ - - _ _ - GP xM I I �-- - ���-- - P/-g - / _ -`� - - _ \ ^ TT�I� I TOP o ,SEX. SMH (AO T TOP AS NEEDED) ILu �n v o �� `x�1 a4�at �erylce- _`�� . - _ - - _.H._ X - _ - - - - 4 . .�, J ,� o Too = 670.32'� I / 242i -� i�� i- o� -•� PR. GV Box � -� ---- �� v �P Kiln Ex. 8 0 Fireline / 1 - -6�- - ��P N S N Ou 6 66 78' CONC. PR. GV �SERRVI E - --�_ - _ _'- \ \ o I J ti (� \o -� - _ - - - `€H�- 1 s ° & Boxes -682 - '" - -F'R- 0- LATE'RAL 1 It}pe ^^i PROP. 6"0 SA SEW. I �pQ Qi ry�q c j/ / Q - - - - _- -�- - - - - - / ZJ WALK - INV.= r^ LATERA� INV. 662.50 I tk�� \ II /� /Fx. Top=677.98 `��. �- - 665.40 \ \ \ x. \ / I, TAP BY FCSA I E� x lop=67A.19 T-Ex jCG-6T �� _ / �6 Inv Dut=673.69 °I - - - 7 NM- .�,.� I / `'� I -- --�-- � Inv. 1h-672.?3 I I ���I I� Ex. 2� ` \ \ \ \ \ ° I X. \ ` m \ \ �j Inv. Qu t=67�.86 I I I ( E�• AWA = .�0Z.� �. Ff. � A� = s_ Ex. POLE \ ,% / • 1 I �` FH �� �� / ---- __ _ -- - - i 0.B.H.) I(DPRCIP. DI-2B, L= 2 " > .f/, I --- �\ Ex. 4"0 San. S w. Lot. =-- = ____ _-_--_�==1_Y= sL�r----= = -- "� - 1 n \ TOP=676.00 I I k { \ C.O. Ln /fx. 4 ate. 0. /d j i '�__ - _ i ^ o \ ,, I i � I \ \✓' -� _ ®2.08Z slope � F F �9 \ \ � \\ I \l \ � , I , ,� Wit. 15"0 Inv. Out=670.00 I . r Inv ut=6XJ../ �- / I \ / -- .._ �. \ x C ! / °! CONNECT \TrJ EX. 00 i I 8 0 WATER LINE I CP U) tow NtNMN �IO�IE \\ , � �' PER FCSA �E UIREMENTS v, •c'ro - `IjV / \ r'" O.NC. RAMP o \ T ., Q 00 _. DSCAPE .o r- LANDSCAPE b AREA AREA o ( I 3 , o x �PROP. DI-3B, I_=I° - .WK b ° ° �rn\1,1I°,�p 10P-669 F30 a15- r__ CONIC., ° TRANSITI C.O. -- I - - I �5"0 Inv. out=666.00 h co 5"0 Inv. Out=665.80 `�n. -- LANDSCAPEe - _ _ x. Overhang (typ), PARKING GUTTER ' Iafm,,,S' .- w. a; a, � 7 '-n a? 0i6 s AREA co,, _- F,�� � N � I �`l .. , . )1 I I 4. „ cn _ _ _ AREA o� '� I I � � i .� '�o , � i I Ay, I �= -1 I I I ^ 'cD -- - - -- ---- I T - -- 'f�- �Pw o5\ 11 , ' I t I ^ x `t , ` ` s Ex. Parking m I *Lr) a I \ U F71 ` tk�„ �� III I I I cEn Facility `I `o IV II m �. � I I .I IEx. ExNursing Facility x.Ex.g Conc. o; x f Story, H ht= 20.O`Stoop co Aea= 6,520.77 Sq. Ftci N \ F.F. 680.15 r xx Ex. Si�� \ , Use: NursingHome °' / c" I�i I IA X Ex_ 6 „� o cn Water Line I �' v Ln __- /00! / �n v.,!/�J-,/- t =/''�-' ' ✓ �' r ---- .-I IIII O 4. '` Ex Bea' Ex. Landscapin Ex. Landscaping Bed� c1ENCLOSED =o 00 0 v cD Q_ - x.CG-6_/ Ex. Meter sIII I I I I I uIII�Ex. 4' Conc. Walk Pit Ex. onc. -- Ex. eS DUMPSTER Fa - .. - . � ao h 6� Ex. "oro� : \ /x aaBed to FH �xOfce Trailer is Ex. Conc. Walk00 x ooBe enx.apg 41x)andscpin �Ex. en op PIpec�, / / II k/ I INOTE: FRONTAGE - .....- fIDk Sfory � TIMPROVEMENTS '9 OSed Buidin Ex. op=678.42 2Ex. Samese THE REMAINING Connection 572.12 Ex. Nursing Home Facility FRONTAGE I � (1) Story, Hght.= 16.0' \ I � I I I 'i{ \\ / IMPROVEMENTS Area= 7,227 1 Sq. Ft. I I f I I I I I '� / N JI _ SHALL BE DONE /---_._-_ - ------ _ _ _. _ __-------- -r- - °p F.F. - 680.11 W r_- - - - I x Use: Nursin Home / i I " AT THE TIME OF Ex. I THE NEXT ADDITION Conc. { I / PR. 160. 15"� RCP I I I I y OR ANY SUBSEQUENT Ex. (1) Story I I I - -- - --- r� -_ CL. III p.50% Slo e I ��, Metal Building Pad _ ---- --- --__- - - -- - - / / / Ex. sl / I I / 1 I I ",,SITE ALTERATIONS. 20 0 I 20 / �// / / // _L_ ------ '1- / / ro/ 6.A, -- ..--- -- - - y l - - _ / _ - --- �� ----- -------Cal _ --- ------ __ -� L - y �- - -- / A rox. L0000,11 Of ---------- - _ i --------------- x Ex. � Ex. San Sew- ---_�-----�`---------------- -- � -- __ ___ - ---- SCCIIe Li // / Open Space ---------- ---- --- -- . -- �-� x I -/ Ex. Sa, Sew. Lateral P Station - - - - - - - - - - - - - .. f r 6 w J O 0 O U �z 3 W (V) w O W� W Z N 5 O QWUU U � J p � J Y J�.JV = 0 Q W Q Q W 0 O Li, ■ U J E ,- N N �p 0) U Cn N r N 3 f N v � N v 'E co W 3 & a E_ J N ,v' .. >�-�'® a �1r ° ° CD v li U) V1 t E a '�, o W N U - _ Z � w LTH OF "4, 1 _AEG, o� •- U a �1260 °� csl ONAL SURVEY: C.I.: PL-PLC 1' DRAWN BY: TGP JOB NO. 0304013 SCALE: DATE: 1 "=20.0' 3/13/06 SHEET: 6/9 PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING AS 7 Acer saccharum 'Legacy' Legacy Sugar Maple 2" Caliper See Plans IC 36 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 3' a.c. ZS 6 Zelkova serrata Japanese Zelkova 2" Caliper See Plans JC 9 Juniperus chinensis 'Pfitzeriona' Pfitzer Chinese Juniper 3 gal. cont. See Plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. NOTE: CONTRACT HYDROSEI AREAS DI OF THEIR (2) UPRI( TREES OF TO BE GL TREE WRr RUBBER 2"x2" HAF 2 PER TF 12 GAUGE WIRE-DOL 4" MULCF 3" SAUCE EXISTING SOIL MIX COMPACTI TREE FRC UPRIGHT FIRM BEA REMOVE ROPE FROM ROOT BALL. TREE PLANTING SECTION NOTE: PLANT SPACING VA PRUNE ALL BROKE WEAK BRANCHES. ALL SHRUB BEDS EXCAVATED OF ALL TO REQUIRED DEP- W/ REQUIRED SOIL MULCH TO BE 3" COMPLETELY REMO STRINGS, RIBBONS, TAGS FROM PLANT. REMOVE TOP 1/3 BURLAP FABRIC AF ROOT BALL. SCARIFY ROOTS OR BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 20 0 20 60 Scale 1 " = 20 ft USE ' Ri S/ C ' , 7\ 111 , _ -- - - - - _ - - - - NOTE � ! L - .L�.11�' _ - -- - - r — - ce + r{. R- SIGN. GE 14F�' 40 0_ -_ _ _ -� _ -Ex. E.0.�- 1 THE Ex. SIGN AT THE. I o I1 \v INTERSECTION 0� �FNNY S -DRIVING ,SPPP'F� • _ {{ - _MPH (UNPOST�ID� Ex`E.o_P. __ , - - --- -_ -- ---- _ _ I \ i 1 LANE ANC IOUTE % SHAL.L Ex, 6" Water Moin--> - 1; _ \ BE REMOVED. A SIGN PERK:' - --- — — -� �o, MUST BE OBTAINED FOR - - _ j — - — _ 6Water Main A REPLACEMENT, _ x^ I > 1 Z Ent once r - _ _ f CL12B C I/ ti o / I CI I r (,% Cup` - W 1j AIR IN r (5)1 A$ . t' ZS o' ZS )42. 5' 8 ',--,'DR 21 PVC 'WL I o I I I j Ex. CG-9B 1) ZS \. Conc. \ o ro (7-0 PEMA'N) r --- _ -_ -`o -7 "DO NOT \ ONC. (1) ZS \ 1, '' i o ` l_ 0/�1N,iE RIGGLftilAlV ZE 15 A. HODGSOv l t / /\, \ WALL WALK / iI ,{ ENTER D.B. �52, P. 23g i �' �(° / l � _ -- SIGN- J ZONED.- F,'P } / I I/ �I140I I .� `\�I ' CQNC. WALK' I II, I I �_ _ t o I I 0 1 \ \ `b b I 1 i of ,° ,I--�-�ftC 1 t\ PROP:: NURSING HOME I I I J.1- �I - _ - - - - - I I f LITY: J FACI`° . :: 2 STORY With. BA_SE�INL i . ; -Abe ##G1�fiT: �. = . 3 4.2 6' . cx. Parkng I AREA: 1:2,404.00.Sq.:Ft. -U t III Area ---- I a U t H 1 ( bcl : F48-TP"_ TT: J I:PARKI.NG\ I I 1 `� 8 �� F.F.= 680:15' AREA. 1 \ B.F:-` 670:00' j \ II O - — J,�--- � �\ � — — — - -- — — — � , �•' �(� �I I � _ - -I--- - - -- - - - -I\�� ' 1 NURSING :HOME �°� Use: � 1 �' � : � 2 DC ° - I LANDSCAPE NOYE'LK° CG=2:l/o° D-` HATCHED AREA INDICATES O R E 1CROSSWA� ( o(/ °l° (J° MPMWS AREA AND ISLAND 11' � I 6 woopcE I I ( I IJ PARKING AREA -THAT _IS TO - -- -- - I Y BE USED TO CALCULATE THE- 0_ G' 7 �_ 114 l XkT 2�- ND \ 1 F�ROP. 24 I - _ - - - — J I I I II ; f PARKING LOT LAIINDSCAPING I. o - -- -- - - - --- RWJIREw1EN I 1 --- --�- __._�� 1 TS FOR THIS / szoP � o �— _ - - -- / / -> ,- _ -P#� ASE -OF_-DEVELOPMENT. Lv WALK LA_��. n� AV --., / /. PROP:.NURSING HOME: _FA�CttITXc_cj� � � I �, 1 - _ST(7RY wi#h BASEIN�NT' T, : 34:26 ,, -�-`- y 2 i 1 ZS /„ I AREA: = .34,692:00 Sq. ft.. _(T0`1��. 'AREA i - _ _==�1 Ex. POLE ` it �FF CC Via° - . . 0' �:� : C. �•) \� - // II`+ F:- 670.0 . . . . . . . . . B.. , I HDCP Use: MRSIN.G :HOME a) _. I/ ,✓ ONC. RAMP .: \ . LK /! II � — — LANDSCAPE LANDSCAPE AREA �AREA B I \ I i CON-C. WALK I EX. PERIMETER , • � " I I I� I iC� I i t I LANDS PE-- __Ex. Overhang (typ-) P\ ,'P� •' ' I-r •`}- ----- , AREA A --—"�----- R g. ARE1Aj�i i E91 I F.x. Parking i � I 1 I ----- O: ��/ i I I Iit ' I FOCility I \ U. ham. g2 �.I I -1 l,� It Ilt EX. Ex. Nursing Home. Facility =_-_� --�`` � j� )! I 1 to Ex. Lights It. I I / / _ _ I► _ I a ,I I jConc. HADU( SCREEN(7) Story, Hght.= 20, 0' � 1. Stoop Area= 6,520.77 Sq. I. \ i F. F. = 680.15' n IX' I I k) Ex. \5' 1 Use: Nursing Home TREE ; . I=may IIII' � JC ° I EX. INTERIOR' )� '�- -- -- -I vI i I ', i I o o TREE -jv/0i � � fi ' I 1 � � • � � +i' � I I � +I t '7 i m I I It L T I -- Vrk i'�_ — ° �. L 1 oP I t Ij - ---: 'n I Q,o; .cCo Ex. Landscaping Bed — Ex. Landscaping Bed -� I -- T- -- •� I-- I I +I' �{ t ENCLOSED l I I a u a --- --- _— / -DUMPSTER c a z II " o P f Ex. 4' Conc. Walk -- �� 1 Ex. 4' Conc. alk II Q)LL_ — - 1 1 ( Ex. Conc. Walk,I! Q +I, 4 ` A L Ex. Landscaping Bed i x. Landsc�p�'n Be � _ � I n --- - �( / _ - Ex. Open --1- -' (\ — - --- --- porch \ F_ x. \ i (' \ I — , �Framed ,4uildin �'2i'8 ,05.05 ,'a 8' '0� 1 g F I I C (I Ex. Nursing Home Facility 1 Story, q h t. = 16.0' I� I —I Area= 7,227.1 Sq. Ft. 00 F.F. = 680.11 ' x Ilv Use: Nursing Home IEx. (') Story Conn. I ! - - - I r I ui, Meta` Building Pad I ----- --._ - _ ----- - - I I i_ --- ------------------------- --------------------- — r\ 0 Z Zg H Lij me I vie Q Rs Q N� O 0 Q F- Z , /,LLJ _ V V LLJ Z J > ,Q�L O Ld = )0-F- Z W CLXZaO C-) 0 JJ JV Q Lv Q 0 LLl w z it O Li V) V J E I O N cD n � O U N � � I N CD N CD 3 � � 0 0 co C: 3 C 00 - LLI J can �' > `- 1 � ` c o a� : o o V) E `~ � �, s o a) 0 n W _ Fc ~� E Z ?-' w I� TH OF l N �. o IMPI1 PAS THE No. 18260 FRO IMP SHAI SIGNAL AT THE SURVEY: C.I.: OR PL-PLC 1' SITE DRAWN BY: JOB NO.: TGP 0304013 SCALE: DATE: 1 "=20.0' 3/13/06 SHEET: 7/9 F:\rm\DRAWIP WATER LINE PLAN SCALES: 1 " =50.0' STORM SEWER PLAN SCALES: 1" =50.0' I I \ Al, 11 I I � PUR d'F-A Af ` I Ll:7419 P ; 1 1 I QB 7a10- A- 1CA16! AP 1 I 0 Ril R'Xr TAP _-!.!' _ BY F'CSA j t 4IF 0 i ■ 1lIFSIl11aR , P.LN Ste'--A-I6 �! j I P.LM 56-A-J7 LEMS A /tC6K3M I 1R•.' I GAS WART M1C. QB = P. Zx! - a,N ) • 1111 R QS-2ATI.7 A74!IT R,FH I 21 B-2 A[ AVV)IAL ' z 7ae ASSY.: I USE SAL � I / A { N _ - I'IIOP. IIIIIB,IC OTE gm Am wrt. AREA = 12.404,00 4 R. Sirlas: INLWAK NOTE I • __. / i70 II I t-I - l F , P.LK 55--A--.7■ GASWAffAKSiKT Alla 21�3 .... .y ` PW. Islam NOIE TIItEfR- , 1 /{I /N� slaltT v711 a1150M NIN►. ■Sim 20NM 0-2 II/SE l20rAi1PCiAL --- -�- r F.F.- OLIS' LF.s 110 M' \ t \ Twr► I I < �- at OTE NNW N` PER RSA M 1 I,I ,I. II ' t III• 1 _ l 1Ik Q Imo% L I P. -34 ABC Lr_ -- �—�- �� % f AtSnt11 ED B l� J - usE cawlEllauc f 50 0 50 150 Scale 1 " = 50 ft WATER LINE PROFILE 680 SCALES. (H) 1" =50.0' (V) 1" — 5.0' 675 - EXISTING PROPOSED - GRADE GRADE -R--- 675 - --- 670 PROP. FH -__ _ t _ _ _. _ / 670 - / _-W— __..__—_ -- 665 ---- 65 ---_.___4__M I N COVER 660 - _ - 342 75' - - ---- "SDR-21 _ - VC WL 660 _-.___ Ex. 6"0 --- -- -- San. SeW. 4"0 Lateral SAN. SEW. 655 - _ __ _ _ - -__ ------ 655 -- ___ ---- ------ ----- N - _.. U M. _ _.__ -- - -- __ __ .__ - -- -- _._- -- _ _ -- --- - - --- ~ — F- 00 — — -- LLJ =fs1_ < - O -- -- Q - - - - � � Z - ---- -- - - - _ --- O O = (O Ln 11) O O 00 r- 10+00 11 +00 12+00 13+00 I f - f r I { pit � "J. w Z 4elf/ r - - / (A-O .V NJOA PR. 160.00'-15" 0 RCP CL. III ® 0.50% Slope PR. 45.19'-15"0 RCP —_-----____-- CL. III ®8.85%Slope ------------- O PROP. ES 1 15"0 Inv. Out=665.00 I © PROP. DI-313, L=12' / TOP=669.80 15*0 Inv. Out-666.00 15"0 Inv. Out=665.80 C O PROP. DI-2B, L=12' TOP=676.00 15"0 Inv. Out=670.00 , 50 0 50 Scale 1 " = 50 ft 150 • • • • • • ,1901 • •' , ■■.,III • .. • x • „_■—.'III • i • d ,��■-�=1III� all ma�yy. VBHH77-158HC-11-77 2" custom setter (meter by FCSA) Cast in place access standard fiat top door, centered in for 4' diameter top (see note 1) L manhole vanes at property tins 1 0 nrex.-.y finished (see mote 2) I grade skid pad roadway box 2' CTS pmlyerhylene ty 27' - 29' 3' near section fa 4' diameter manhole tubing (p 200 psi with Outputs w/ SS imeerts ai all 45' connections T min.— i saddle with 2" min. corporation stop �a'•.r_Y:/tt,_�'`-'-�l-ir,'r..S(~.-{•4s-: • �, ' water main solid support blocks 6' stone bedding under custom setter 12 gauge insulated copper ball valve curb stop with PJ wire for line tracing, taped C14-44 w/ SS inserts (CTS) both ends [B44-777 at 10 foot intervals and MIP plastic plug w/ SS inserts]; with 2' gate valve operating nun NOTES: 1. Access door shell be by Halliday Products a air approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 8' 2. water service crossing street: a) Encased in 6' diameter SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across sheet. to one foot beyond sidewalk. ClrT01JT DETAIL b) Install 12 gauge insulated copper wire (fa fine tracing) tom core. stop to into the meter box ( wrap wire around (typicsO Corp. stop; wire to be taped to top of PET at 10 foe intervals; come up into meter box and terminate level with angle ball vaNel. 1 1/2" and 2" METER INSTALLATION -a- SEP 05 general baCkfill STANDARD concral 4- fslad Me"" 2 O.D. CONCRETE CRADLE CONCRETE ENCASEMENT TRENCH & BEDDING -i- 4select ackfill All backfill to be compacted to 95% of ASTM D696 maximum density. CONCRETE ARCH 4" select ackfill Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. •r •r r REDUCER 4' select ackfill 2 O.D In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTR,NED LOOM OF PIPE (Ft) PW LIP r r 1r it r r to- 1r ao W I00 40 40 00 W SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement. /EWWAVD LENGTH OF PIPE (Ft) 7EE Pic LIP r X 6 If Lb Lr Lb a x a 24 20 X 20 a x a 20 20 20 20 a x a 21) 20 20 20 10 X 10 20 1 20 1 20 20 10 X a 1 20 1 20 1 20 20 RMW ED LENGTH OF PIPE (R) 7fE PIC LIP r X 6 if ib Ir L► fox a 20 20 20 20 12 x f2 20 20 20 20 12 X 10 20 20 20 20 12 x a 20 lb 20 lb 12 x a 20 20 20 20 TEE, CROSS, WE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RES1Ri111110 LEi IN OF PIPE (Ft) RESDOIN11ED LENGTH OF WE (Ft) FTTW M LIP oL3iEE r r fir fir r r 1r it W 20 20 40 40 20 20 20 40 45 10 20 20 20 20 20 10 20 7t.S 30 30 20 20 20 20 20 20 Ills Ib 20 30 20 20 10 m 20 concrete pad 1'-g d ia. x 6" deep VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS T OF 3 -2- finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. N On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that fells within the recommended length on each side of the fitting shall be restrained (Ld, Lu). SEP 05 UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTWED LENGTH OF PIPE (R) DEPTH OF BURY DEPTH OF SARI' 4 FT. W 5-12 Fr. 4 FT. 10. 5-12 FT. SIZE/iT'PE UW E OF solos Ld MMO La a" SW,/i►PE MU OF WO Ld 00) Lu (LP) r P►C/OP 44 2Z5 ! II.M 20 20 to' PIC ?7.3 f 1125 20 20 r AV 45 40 20 it DP 44 2Z5 ! 11.ZS 20 20 r RC 2" t IIM 20 20 fr P1C/W 45 40 20 r or 44 22.5 ! 11.Z5 20 20 12- PW 2M t 11.0 20 1 20 to- AC 45 40 20 12' oP n5 t 11.25 20 1 20 HORIZONTAL BEND VERTICAL OFFSET RESTRAINED JOINTS 2 OF 3 RESTRAINED JOINTS 3 OF 3 -3- SEP 05 -4- SEP finished grade 4" SlOrteJ screw type adjustable valve butt 48' min. location marker stone valve restrained jam restraints to main ::: to 2P ---' SN 8'x ta' adid Mock (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- SEP 05 as required concrete pa I V-6' dia. x 6' deep finished grade 2' in. - 6" max. \.v 4' stone stone to be screw type in or 8' adjustable above top of base valve box locator marker stone I I i Id0lll■II�� FIRE HYDRANT ASSEMBLY -1a mechanical joint swivel tee with 6' branch SEP OS W J f— U LJJ O Ch W w Q� 30 W� U _Q 0 W Z J D w Q LL N Ix 0 LLI 2 Z Ld Z 5 (L Z 0 OVOQU � JJ�JU Y r Q w QLLJ 0 Z X t0U_ V I ■ ■ J 0 Iln N (p m CY) U a! (N N � I I, N (Np Q) � W3 (D O O p J `� LO to I� _-, 1 L Q) U o � ° E o (� (n � tv '�' W _ I_ E Z � W 0 Z LLJ LtJ Z z0 O LLJ No. 18260 JZ2�ao �Tk. ONAL SURVEY: PL-PLC 1' DRAWN BY: JOB NO.: TGP 0304013 SCALE: DATE: 1 "=50.0' 3/13/06 SHEET: 8/9 F:\Tim\DRAWINGS\SrrE (01-28-06)\HilltopHouse\Hilltop House - 2004\Siroplan.dwg VAN ACCESSIBLE SIGN-1 2' x 18' STD. RESETtYM R3ERbED PARKING PARKING STD. U-CHANNEL L� (�. Tm:5E(5 VAN ACCEISILE •.+ a VAN . - AC%FIBLE I N SIGN -PROP. FINISH GRADE Q, HANDICAP SIGN DETAIL NOT TO SCALE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4- WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4' WIDTH, 2' CC: 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS MATH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 4' � c CONCRETE TO BE CLASS A3 IF CAST IN PLACE, I 40M PSI IF PRECAST. In CG-2 HEADER CURB BASE SUBBASE NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) �_AS SHOWN ON PLANS 'f 4" CRUSHED STONE (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL I d Ir C M1 30" NOTE: COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. "STOP" SIGN DETAIL NOT TO SCALE 30" STD. U-CHANNEL POST GRADE 6" I~y� 2"R �„ 11 13 ,, 7„ I{ •. :. • 4 �I IJIJ 6. -I 2 - ° - AMORII "NO PARKING FIRE LANE" SIGN DETAIL NOT TO SCALE CG-6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) NOT TO SCALE EXP. JNT. MATERIAL 6 -- - - a e a.. a Tr 00000000000000000000000 v A0 0 0 0 0 0 0 0 0 0 0 0 CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONIC CONCRETE SIDEWALK DETAIL R -wi r' ice--� r T' R 2 1 /2" SM-2A -- 10" 21-A II�II )III COMPACTED SUBGRADE �11�11- II;,III-. TYPICAL AISLE PAVEMENT DETAIL NOT TO SCALE 2 SM-2A 6" 21 -A 7-Il=:;JIl= w w I ICJ I� I g Y COMPACTED SUBGRADE IIII- n w J TYPICAL PARKING STALL PAVEMENT DETAIL NOT TO SCALE N EX. LANE (12'+/-) EXISTING PAVEMENT STRUCTURE 2" SM-2A SURFACE COURSE 3" BM-25 ! BASE COURSE 8" 21-B SUBBASE COURSE NaTEs t TIE ITEM IWI K MECAsI OR EMT M PLM - 2. Ct1NNXTE TO IE ELMS AS II CAST N PLACE, 4000 FWJ ► Patew. 3. C01IIIIIIIIIINAIIM COO & OUTWR H11A W A RN NVRAi di 300 FEET OR wis okew. FAIx OF N UR8► s kL K P1ID FOR AS RADIAL COWINATMMI ' UM S, OUTTER. 4. F0M1UAIy¢E� TON" S,TTAMLIrtl AiNF�A� Alp �QgYTTfIt Q![F f,OWNUCM TTO THE DEPTH 5. THIS ilTSTtI AM�( K UW0 IL"W ARI1 W" Was MIT p REO.M''J %MEN DESM SPED 5 NSA EP THM 40 WN ON RUNAL 1T1M1RAT•S 00 45 MPH N XWi-MD UIrAN % SNJDWASMEW t!. SA�RRRE111 M'� IS Ol1KT IS TO K L H XPOR THE CWMK TI SFMWOOS NADF AT WO W oaENNrs. 7, TYIQN Cd1MNATMN womrwr CURS AND WaTM M LWO. AE STAMM ENHIIRid" "TTCR5 OR 31AV t CONECTAN FOR STREET %T11WtCllONS AK To "Mc THE AAOUW4kE CM OMWI.-UWM N IYOOIPWATED. _------- --- ------ li( TORN OT THE ow AM alIALL AUv I E ((��*� MtKLEL TO THE $LiEETD THE $LiEE o rres VOWSES MW11" A rMF TM opTAREA AMF -K CONICR[TE AT �..� 7" 2�0' W. 3 "f11 or 7" Is AIARVTAINE'O Tel1 a HE eONTRACtoR COMBINATION 4" CURB & GUTTER VMMA DEOA IdY 4r T'ROMIG"YANON 9■2 20t04 14' VARIABLE SLOPE (Max. CROSS SLOPE = 1/4":1' -- iI°o°Op-AOo0•0. °00c-00O-°-pp-0A0i 00�-. I^AO °°°o°-°° olG-o0o7 °o°O°oo o o _ 0° °O°AO0°Opo 0O0°A°po°pOOp0 OoOo0I 00 00p60000p00000000o,.O;!000grO�o°°°°o0 A000°0O0o0 0O°�O°o000O6 °0o0oO0o O° . 0 0o O oo c - I--- _ COMPACTED SUBGRADE 12" OM. USE THIS SECTION OR MATCH EX. PAVEMENT SECITON WHICHEVER IS GREATER. TURNING LANE TYPICAL SECTION AT ENTRANCE NOT TO SCALE "DO NOT ENTER" SIGN DETAIL NOT TO SCALE 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONIC. FOOTING - 3' DEEP W/ WELDE HOOPS (2 TOTAL PIPES) PNTD. PE OWNER SPEC. PLACE 4"x4" PO' FLUSH BEHIND BACK OF CURB. 6" CONC. SLAB W/ 6"X6"X10/1C WELDED WIRE MESH DUMPSTERS BY OTHERS (2) 6'-8" GATES TO MATCH FENCE SEE FENCE DETA THIS SHEET BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOT'I OPEN AND CLOS POSITIONS TRASH ENCLI NOT TO SCALE I! - t - - L --J 1 - - -- 1-1 4 -- -_ 1.-1 - 2x4 TOP RAII I I I I I I I I I I I I I I I I I I I I I I 1 x6 BOARD,- ) I I I I I I I I i t I. 1 1 1 1 1 1 1 !! I! FRONT & BAI I I I I I I I I I I I ! TOE NAIL EA. W/2-8d(EA. RAIL) -- 4 1-1- -1 1-1 L II -IL 1 1-1 2x4 MID RAIL I I I I I I I I I I I I I l i I I I I I I I I I I I I I I I I I I i t I I I I I I 1 1 !! I I I I I I I I I I I I I I I I I I I I I 8'-4x4 POST ® 8' CC I I I I I I I I I I I I 1 1 1 I I I ! 1 1 1 ! f 2x4 BOT. RAIL L POST d 6" I I THROUGH LANE -USE ARROW NOT TO SCALE 5'-g„ I ATTACH RAILS TO POST I 1 PROP. GRADE W/3-10d(EA. RAIL) 33„ I' 12" DIA. POST HOLE, •I NOTES: FILL W/CONC. ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) GATES SIMILAR (AS SHOWN ON PLANS). PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE GATE HINGE DETAIL NOT TO SCALE TURN LANE -USE ARROW NOT TO SCALE Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, Standards and Permit Special Provisions, 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, permit special provisions or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. 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, 1994 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. 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. V6. If required by the local VDOT Residency Office, a preconstruction 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. V7. 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. VS. 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 in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction.ctified. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. The use of steel plates in the roadway will not be allowed from November 1 to April 1. V12. All open cuts are to be either temporarily (cold mix) or permanently patched within 24 hours. V13. In accordance with road and bridge specifications, VDOT requires an indivindual certified by the Department of Conservation and Recreation, holding a land disturbers certification to be responsible and in charge for land disturbing activity, on the work site at all times. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be 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 signoge 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 Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 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. 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 PB-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. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. 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. Co-12 To- cc•S r•r s'-D" • 5 DOTIELS. r OR CC - �`- 1Q : N 4 LON[' AT 12" C•C T7OM A so r ► SLOPE IZ:t 10NT PERNF771lc oogsT. _. AIATIIlIRN1 +i7- wNwr sm m:s CG7 a USED. �i f3B SECTION A -A SECTION 9-8 d A �"I TRIIICATED OAYES �, TWENT PLAN N e� S� X lfli Ir1I 'I-� Ai t"►O-ER MAN t 11 II EOOE 01, PAVEMENT CNOSMNAALK AT � SANE AS TOP TYPICAL PLACEMENT TYPE (PARALLEL & PERPENDICULAR) ' AT INTERSECTISECTIONNC (PA DW WITH BUFFER STRIP APPLICATION %a Cowomm tpmx N m L PERpDamo m oceft rp1 ALTpA"w ON/ K m" TIRN Y.- DIA. OWN9101'". TTE SHORT P. LOW4 AT ROS To THE ITINI EET CM MM K MIO ECWTCDXBY A L.A010SCAPEO Np� SETEKn OR CONNECTED TO TIME SIMWAL.R %"IN A ■OVEO SUNFACE. TRUNCATED DOME T. iSEMTECTMI.E a1M16 TO E �s A,3 OOI IE IM SS A•4 F PINE 1MTN � TAT DETAIL OTHER TIPEEaWACE S W NAWSK WITH THE TIRINCATED FLOOR BY 2DOIE OETECtZF WAR"�L MAT X USED MIN M TIDNH �M, OF THE ENGINEER. - C-C TIMICAIt9 DONE 7 THE IETECTASLE I.AMIi MIFLL E PIIDMAI ST TRMrLATEO 001[7. nl{SIdTTEa DOLES TO STAID F CA67- ►#MICE OR PRECAST IN TOP SNIMACE. THE COLOR W TIE OETECTAr,E *MiIO SECTION SHALL SE A CTIMMA■14C CDLOR 1NTM THE MJAKINT ALWNN X9 CADJACENT WNFACES NOLIOCS FLMM =ES1. o O o 0 0 o O 0 O O D• pEIE' IM OF CIM RAN/ kkW E POURED NO NOLTITOCKLY NTM RAID FLOOR 01) K LOW PE7\111"WE Cp15TRNCT1pN ANT TRTN RE411� SM. O O O O O O O 0 0 0 0 0 0 0 4, IF RAID FLOOR M MST N [i T K Fol 1O■Q SM SO THAT rtMEO SKS 0 0 0 0 0 0 0 0 0 0 00000 CANN1 E�CAST NNf1t�AC[p AFL% OF !Ip AST ftmr FLOW. PRECAST IE 9NN.L DE CLA55 2- C O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOOR, lE•E,PTN OFT R ROft Ir!■R�jyt 00MYEER T g1A7tR MONO ■OTN S1OES Or T►c RaNP 0 0 0 0 0 0 0 0 06 0 0 a a h S. l� XTSf l,OIE TRANQM110 6 MUMMY TO dAMHtT1ANIM 1ff S CLU" t PAYWW 0 0 0 0 0 0 0 0 0 0 0 0000 7 V"M UM CMMC? �ANBA� OS•3 00-7 TIE em rAK ON "a STANDARD K 0 0 0 0 0 0 0 0 0 0 0 0 0 o TO K TTO TO ANT TIE YOWTAKE CUM NO b0V% AIMNOM, 0 0 0 0 0 0 0 0 000000 0- CUTS RAI0S ME tO K tOCA M 0 01■1 ON 11! ALAM S t MCTED ST' THE ENOMEER TT[r D O v 00 0 0 0 0090000 AREA RE ATT� Olitt11M. MY �'' Ni F� L� ! MIN! LKp/��, VOW 5. PA S ` S�r"tlptM�T f11 MY rWYMN �0 AS �GOMSAUTS ROiTC If� Ai A tOt^ v) w J U W O a 0 J Q LLJ QZ J J W U) U W �'- 0 Z I- V Q Z LLJ 0 0- OVWQU JJ _ Q LL X Q Ld J }- Z r T- N 6 W I- � JV � QUJ 0 X }w F- Z Y W 0 Z 0 U_ U) ■ U ■ J -, p N M U � NLo N r- Ui Y/ U j N co I, 3 0 0 � co � 0 C) W a 0:°'n �- � C N a) U : ° � ° E o 0 � s '� W_ a) cfl � a � U T C I- Li- U E Z � w 41 41411 1,TH OF )-po-t: I TPJW IU PAK 18260 SSIONAL DETECTAKE�WARNING A F T CAIR IREi11p t w C■WN WITW MAwIrNT 5 SURVEY: DE r •. RNPL >� tSE PL TN�F �?MIQNTYT. SECTIONS PROWO MAT THE Cuft MOM a PLAt�D N/A 10. T"11M CONCRLTE XWOOLNT 4 4- THM 0*11 INK EnTRARi 1YOFCA■OT ACO01■IOOATE We TUN" K NTT) OF A4TICPATED HEAVY TRUCK T WFIC TK CORCNEIt WE►I^AI DWIH SM" K M/U1EA" ,AFT 3 or .3 To 7 DRAWN BY CG-12 DETECTABLE WARNING SURFACE WFUMU TGP KEY.3M TYPE C (PARALLEL & PERPENDICULAR) APPLICATION IDS SCALE: 2nO7 vwoNA NPARTNENT OF TRA11"IFATM $02 AS SHOWN NOT TO SCALE SHEET: C. I.: N/A JOB NO.: 0304013 DATE: 3/13/06 9/9 F.NTim\DRAWING5\51TE (01-28-06)\HiIIt0pH0us \H1IhDp HOLa - 2004\Sitepl ndwg