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HomeMy WebLinkAbout26-99 Virginia Employment Commission - Shawnee - Backfile (2)VIRGINIA EMPLOYMENT COMMISSION 100 PREMIER PLACE ABBREVIATIONS WINCHESTER, VIRG%NIA 22602 PROJECT: VIRGINIA EMPLOYMENT COMMISSION ­�"MPLOYMLr�� ASSY. ASSEMBLY PROPOSED OFFICE COMPLEX B.F. BASEMENT FLOOR BLK. BLOCK RG A MM S"::�'ON 100 PREMIER PLACE WINCHESTER, VIRGINIA 22602 BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT OWNER/ K.D.G., L.C. DEVELOPER: 302 SOUTH BRADDOCK STREET, SUITE 100 BP BREAK POINT WINCHESTER, VIRGINIA 22601 BSBD. BASEBOARD PRr,,�=M R PLACh (540) 722-9377 CCURB &GUTTER 00 Contact: MR. TIMOTHY G. PAINTER CIP IP CAST IN PLACE CONCRETE CLIENT: VIRGINIA EMPLOYMENT COMMISSION CL CLASS COMMONWEALTH OF VIRGINIA CMF CONCRETE MONUMENT FOUND 703 E. MAIN STREET 703 E. M CPP CORRUGATED POLYETHYLENE PIPE S T E R V R N A ICH ND, VIRGINIA VIRGINIA 232i9 CMP CORRUGATED METAL PIPE U Contact: MR. RICHARD G. PARKINSON CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT APPLICANT/ PAINTER - LEWIS, P.L.C. DIA. DIAMETER ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200�T DS DOWNSPOUT EOP EDGE OF PAVEMENT WINCHESTER, VIRGINIA 22601SHAWNLtlt F`��R AF1 /� S DISTR (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION PARCEL INFORMATION: FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT PIN: 64-((A))-9E(OOUN7�7�f 01F F�r DER CK V RU N A SITE AREA: 1. 50 Acres F. L. S.ANE SIGN Go. GAUGEFIRE ZONING: BUSINESS and INDUSTRIAL ZONING DISTRICT GM GAS METER B-2 GENERAL BUSINESS ZONING DISTRICT GV GAS VALVE PROPOSED USE: OFFICE COMPLEX HCR HANDICAP RAMP HB HOSE I CURRENT USE: VACANT HDR CURB 6" HEADER CURB ZONING REQUIREMENTS: HP HIGH POINT Hm one HTR. HEATER DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% 1 ° COVERAGE (BUILDINGS & DRIVE AREAS < 1.275 Ac.) �' IPF IRON PIPE FOUND FLOOR AREA/LOT AREA RATIO: (F.A.R.) </= 1.0 IPS IRON PIPE SET SETBACKS: CORNER LOT: INV INVERT FRONT: 50 Ft. (PRIMARY OR ARTERIAL HIGHWAY) L LOW IN FRONT: 35 Ft. (COLLECTOR OR MINOR STREETS) LT. LIGHT Ln REAR: 0 Ft. SIDE: 0 Ft. COUNTY OF FREDERICK MLP METAL LIGHT POLE �0 O MPD MULTI -PRODUCT DISPENSER BUILDING HEIGHT: 35 Ft. MP METAL POST F.A.R.: 1 . 0 cr MH MANHOLE N N NDC NOSE DOWN CURB PARKING: N.P.S. NO PARKING SIGN OFFICE AREA: 1 SPACE PER 250 Sq. Ft. NRT NO RIGHT TURN PARKING REQUIRED: N.T.S. NOT TO SCALE OFFICE AREA: 8,783 Sq. Ft. /250 = 35.13 ->36 SPACES OHE OVERHEAD ELECTRIC TOTAL SPACES REQUIRED: ->36 SPACES OHT OVERHEAD TELEPHONE ) (TOTAL MUST INCLUDES TWO (PIV POST INDICATOR VALVE VAN -ACCESSIBLE HDCP SPACES) SIB' PL PROPERTY LINE LANDSCAPING AND PP POWER POLE SCREENING: B-2 DISTRICTS: NO BUFFERS REQUIRED PVMT PAVEMENT MH-1 DISTRICTS: 25' ACTIVE, 25' INACTIVE with FULL SCREEN e` CONCRETE PIPE 4K RCP ROOF LANDSCAPING FOR PARKING LOT REQUIREMENTS aSROOd RED. REDUCER PROPOSED DEVELOPMENT: OFFICE & MANUFACTURING FACILITY R.0. ROCK OUTCROP - BUILDING AREAS: SAN. SANITARY 8,783.11 Sq. Ft. OFFICE AREA - 1 STORY, HGT.: 35' -0" MAX. BLDG. HEIGHT STD. STANDARD FRONTAGE: CORNER LOT INDEX TO CITY/COUNTY LOCATION VICINITY MAP T.B.D. TO BE DEMOLISHED 382.22 Ft. T.B.R. TO BE REMOVED 1" = 1000' T.B.P. TO BE PRESERVED PARKING: 65 SPACES TB THRUST BLOCK (4 HDCP ACCESSIBLE SPACES) TC TOP OF CURB LOT COVERAGE: BUILDING FOOTPRINT: 8,783 Sq. Ft. TEL. TELEPHONE (0.2016 Acres) TRB TELEPHONE RISER BOX PARKING/DRIVES: 27,622 Sq. Ft. TVRB TELEVISION RISER BOX (0.6341 Acres) D WALKS: 1,773 Sq. Ft. Q TYP TYPICAL `^ (0.0407 Acres) `� UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS TOTAL AREA: 38,178 Sq. Ft. (0.8764 Acres) UG CATV UNDERGROUND CABLE T.V. � UGT UNDERGROUND TELEPHONE F.A.R.: (8,783)/(1.50 x 43,560) = 0.1344 XFMR ELECTRIC TRANSFORMER OPEN SPACE: 27,162 Sq. Ft. (41.5%) /' WL WATERLINE 0.6236 Acres WM WATER METER D -Open Space is considered to be all lawn and slope PROPOSED LOT 4A WPP WOOD POWER POLE areas within the property boundaries. D FRfO L. OLA/ZE /// & WTP WOOD TELEPHONE POLE LANDSCAPING: D ✓ASB0, INC PROPOSED LOT 5 WV WATER VALVE PARKING AREAS: I Tree Per 40' Perimeter PREM/ER PLACE, LOT 9 1.5000 Acres 5'R RADIUS IN FEET (614' Perimeter/40' = 15.35 Trees -> 15 Trees P/N NO. 64-A-9 *00.00 PROPOSED SPOT ELEVATION Perimeter Screen Along R-O-W & Adjacent Properties ICE BUILDING OFF 5% Interior Landscaping Islands ag 860, Pg. 821 PROPOSED OFFICEX(00.00) EXISTING SPOT ELEVATION AREA: Sq. Ft. Proposed Parking Area: 27,622 Sq. Ft. D.B. 67>, Pg. 134 HGHT.: 1 STORY, 35' Max. 5% = Ft.) LOT 3 (21,622 x 1.381 Sq. HATCHING INDICATES REVERSED PITCH I Tree Per 10 Parking Spaces ZONED.- 9-2 LOCATION: 100 PREMIER PLACE WINCHESTER, VA. 22602 06NN/S E. LEE & IN THE GUTTER PAN: PITCH TO BE (65 Spaces/ 10 = 6.5 Trees -> 7 Trees) MARY ✓ANE A/KENS h✓/LL/AMS� USE.• VACANT F.F.=739.00 1 /8" PER FOOT. TRANSITION THE GUTTER PREM/ER PLACE, LOT J Q o ® BON/TA 0.. LEE OVER A 10 LENGTH (TYP). PROVIDED: PERIMETER & P/N NO 64-A-9,0 P/N NO. 64-4-8 INTERIOR ISLANDS: 5 DOWNY SERVICEBERRY D.B. 871, P 690 D.B. .J90, Pg. 164 9 4 THORNLESS COMMON HONEYLOCUST 9 LEGACY SUGAR MAPLES ZONED.• 9-2 ZONED.• My-1 4 Z ELKOV A USE. COMMERC/AL USE. RES/DENT/AL 22 TREES INTERIOR LOT 2 `\� \ r''C. dY. iVZ SON ISLANDS: 5,115 S q . F t . FRED L. CLA/ZE, _4 & SON TRUC!(/NC COMPANY ✓R � � , � _ ZONING BUFFER: RES/OVAL TRUST _. - ® P/N NO. 64-A-7 B-2 to MH-1: 25' INACTIVE STRIP ^_ 2 5 ' ACTIVE STRIP PREM/ER PLACE, LOT 2 D. B. mg,, Pg. 651 FULL LANDSCAPE SCREEN: �� --- V I� G I 1� E A EMPLOYMENT COMMISSION ® I\\�j M I S S I O N P/N NO. 64-A-9C ZONED.• M--2 `L77 1 tl l�Yll ll 1 �1 - 6' HIGH WOOD FENCE - 3 e a . PLANTS / 10 LINEAR FEET D. B. 860, Pg. 82> - - �, Q USE. TRUC!(/NG TERM/NAL T���rqq�����/��f BUFFER LENGTH: 1h: 14 Lin. Ft. OB 671, Pg. 1JJ4 LOT 1 - \ �� D D B ��qq PLACE (Effective Length: 146.64 Lin. Ft. 100 PIAR �1V11I1L2� J.l LACE - 20' Reduction for Sight Distance) ZONED.• 9-2 STZ-W-N A. 0U8RUELER (146.64 / 10 x 3 = 43.99 -> 44 Plants) USE. COMMERC/AL PRE_#/ER PLACE, L OT 1 �� �T PROVIDED: EVERGREENS: 26 ORIENTAL ARBORVITAE , 1 LIST OIL DI� 1� P/N NO. 64-A-9B � � � I � ! I � A���� ',' ' � � � DECIDUOUS: 11 FLOWERING QUINCE I / - S�f'�'./6:®'E1lElR SHEET& GENERAL NOTES D.B. 876, Pg. JJ6 4 �`t 14 BORDER FORSYTHIA - y ZONED 9-2 SHT. 2/6: CONSTRUCTION NOTES and DETAILS �"" TOTAL: 51 PLANTS J -,. �; = _.__� _�" -� USE.• COMMERC/AL „ � _ _ _- �- _- — .w, _ SCREEN: 6' WOOD FENCE with FINISHED SIDE r r �� SHT. 3/6: LAYOUT PLAN FACING ADJACENT PROPERTY -- ---- - SHT. 4/6: SITE GRADING ]P]LAlei EROSION & ROUTE gip{ __-- -_ _--- _ _ , _ ZONING NOTES: hand 1. EXTERIOR LIGHTING SHALL BE PROVIDED IN THE PARKING AREA AS INDICATED - - - t2�S R®Yk PliKE SEDIMENT CONTROL PLAN -- - 61f�1y➢v �T �r }� 7�T ON THE LANDSCAPING PLAN. ALL LIGHTS SHALL BE SHOE -BOX STYLE POLE LIGHTS _ LANDSCAPING � � FINAL SITE PL.` 04 SHT. 5/6: LANDSOA]PINO PLAN WITH 20' POLES ILLUMINATING THE INTERIOR PARKING LOT. ALL LIGHTS SHALL APPEeOVE-D BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. ©® LIGHT LAYOUT PLAN2. � ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED .�`� y ? D,f�T( a ON THE PLAN. SHT. 6/6: MISCELLANEOUS PROFILES and , `` ®� l T �{p ¶ram ¶¶ TI�Lll Y DETAILS UTILITY 3. ONE OUTDOOR TRASH COLLECTOR IS PLANNED FOR THIS SITE LOCATED ADJACENT TO THE NORTHERLY PROPERTY LINE. gp 4. NO OUTDOOR STORAGE AREAS ARE NEEDED OR PROPOSED FOR THIS SITE. Ap APPROVED D4 FREE MC K COUNTY,�'UG�GMA PA�NTEFR-LEW�8, 11M 5 5 Y . PAINTER vt�t" a'c'�`' :7 / , `C" l Z p o o D D o `'��� e 182W �302 SOUTH CI(�aDDOC K// S701E T, SWTE 200 X2*0p ��I � 2'� 9 �®G���� ��JOG����'G3��®W ®��C� � //j� j�(��L-�n�� �f .(�� � �j �j VV �NC ESTE n, V FRMW V �A 22601 a T/ALeI (54 ) 662-5792 SHEET: 1 6 FILE NO.: 9809000 4-n HDCP SYMBOL (WHITE SOLID BLUE BACKGRO HANDICAP PARKING DETAIL N.T.S. �- HANDICAP SIGN (PLACE BEHIND WALK 6' Min. or ON BUILDING) �- 10' T 10' -{ NOTE: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. HANDICAP SIGN DETAIL N.T.S. PAVEMENT DETAILS N.T,S. 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESEk VED PARKING VAN ACCESSIBLE ENALTY f100-95 TOW -AWAY ZONE ENTRANCE SECTION PARKING FACILITY SECTION 1.5" 12.5A(SM-2A) BIT. CONC. SURFACE COURSE 2" SM-2AL BIT. CONCRETE 2" IM-1A BIT. CONC. SURFACE COURSE BASE COURSE 6" 21-A 6" 21-A -� STONE BASE STONE BASE COMPACTED SUBGRADE COMPACTED SUBGRADE - NOTE: THE ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS. THE PARKING FACILITY PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AISLES & STALL AREAS. SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL 4 (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" CG-6 (Typ.) 4" CRUSHED STONE ,cCIL� I 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) DUMPSTER PAD DETAIL N.T.S. 1 O' W x 9' D (OR AS SHOWN ON PLANS) Slope: As Per Plan 6" STONE BEDDING L- 6" TYPE "A" CONC. (3000 PSI) 6x6-2.9xW2.9 WWF (2" Min. CLEAR) SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL 4 (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" REVERSE PITCH - Slope: 1 /8": 1'-0" CG 6 R T 4" CRUSHED STONE r ,� t U 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) CONCRETE DITCH DETAIL N.T.S. NEENAH R-4991-HX SOLID TOP - PERMA-GRIP SURFACE METAL FRAME & ANCHORS 6" CONCRETE TRENCH NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N.T.S. O.D. + 24" -�-j FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE CRUSHED AGGREGATE NOTE: 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION 24" PLATES H / METAL LA ES SHALL BE - BOLTED TO CONCRETE BASE r ca r CV c 36" ----� TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER MAINS N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE FENCE DETAIL 2x6 TOP RA 1x6 BOARD, FRONT & BI TOE NAIL E/ W/ 2-8d N (EA. RAIL) 8'-4x4 POS 2x6 BOTTON ATTACH RAI W/ 3-10d f (EA. RAIL) 12" DIA. PO FILL W/CON, NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND THE GATES AND ENCLOSURES FOR THE DUMPSTER PADS. 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 1-800-257-7777 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 SHALI, BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAI, FIELD CONDITIONS SHALI. BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALI, 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 ALI. TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD TOPOGRAPHIC SURVEY PROVIDED BY RITCHIE SURVEYS, INC. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AT A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED 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 PROSPERITY DRIVE R-O-W. 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. AIL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALI. 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 IIAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000 sf) SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% RHODE ISLAND BENT 10 lb/Ac. 95% 65% K-31 TALI. FESCUE 27 lb/Ac. 95% 65% ANNUAL RYEGRASS 9 lb/Ac. 98% 85% MULCH 1.5 to/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 lb/Ac. 10-10-10 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. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL, BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON THE VACANT LOT LOCATED ACROSS RTE. 522 AS DIRECTED BY THE PROPERTY OWNER OR ILLS REPRESENTATIVE FOR FUTURE FINISH GRADING. 3. 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. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN YEAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.) 2. THE CONTRACTOR SHALLCOORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C. S.A. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OF' APPLICATION. 4. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 6" DIA. FIRE MAIN AND 1-1/4" WATER SERVICE ASSY. SHALL BE INSTALLED AS SHOWN. (THE 1-1/4" DIAMETER LINE SHALL BE USED FOR THE FULL LENGTH OF THE SERVICE IN ACCORDANCE WITH THE MECHANICAL ENGINEER'S RECOMMENDATIONS AND DESIGN.) 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF' ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL, BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-211"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO RAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. V. THE SANITATION AUTHORITY SHALL INSTALII ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY SHALI, MEET ASSE STANDARD No. 1015 OR No. 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING A REMOTE READOUT IS REQUIRED. 11. THE PROPOSED FIRE HYDRANT EXTENSION ALONG THE ENTRANCE SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 12. DISRUPTIONS IN SERVICE TO THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE MINIMIZED DURING THE CONSTRUCTION PROCESS OF THIS PROJECT. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED AND EXISTING STORM SEWER SYSTEMS AND OFF -SITE DETENTION FACILITY, AS DETAILED ON THE PLANS. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A V.D.O.T. IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRICTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEM BY THE PROPOSED CURBS, DROP INLETS AND STORM SEWER PIPES, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE CURBING OR UNDERGROUND STORM SYSTEM AS INDICATED ON THE PLANS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND ON -SITE DRIVE AND PARKING AREAS SHALI. RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINT'S OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS_ 2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6 AND CG-6R. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. 3. HANDICAP RAMPS (V.D.O.T. STANDARD CG-12) SHALL, BE INSTALLED AT THE ENTRANCE AS DIRECTED BY THE V.D.0.T. INSPECTOR. THE nE'TERMINATION OF THE NEED FOR THESE RAMPS SHALL BE DETERMINED BY A FIELD INSPECTION PERFORMED BY THE APPROPRIATE AUTHORITY HAVING JURISDICTION IN 'PHIS AREA. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL.,. 2. ALL EXISTING FIRE LANES SHALL REMAIN 1N PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALI, TIMES DURING THE CONSTRUCTION PROCESS. LANDSCAPE NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEM ENT F O' WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIF"Y THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON TI4E 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 SITES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT 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 7211 HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH 09 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BF. 21Ix261x72'. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVEALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROIL 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. PREPARETHE 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 SHALI. GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS 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, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & 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 THE 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 & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO 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. V8. THE CONTRATOR 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 & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. PROFFER STATEMENT FOR REZONING Pursuant to Section 15.2-2296 Et. Seq , of the Code of Virginia, as amended, and the applicable provisions of the Frederick County Zoning Ordinance with respect to conditional rezoning, the undersigned applicant proffers that in the event that the Board of Supervisors of Frederick County shall approve Rezoning Application #_CLC_J�_ for the rezoning of 11 2662+12- acres identified as PIN #64-((A))-9 and PUN #64-((A))-9A MI-1-1 to B2, development of this particular 11.2662+/- acres will be in conformity with the terms and conditions set forth in this document These terms and conditions may be subsequently amended or revised by the owner of the property with permission from the Frederick County Board of Supervisors in accordance with Frederick County codes These proffers shall be binding on the owner and their legal successors or assigns PROFFERS 1 The owner agrees to vacate the property boundary between the subject parcel and the adjoining parcel to the south (Tax Map 64-((A))-9F) in order to provide direct access to Premier Place -' I he owner agrees to enter into a cost sharing agreement with the Virgrnia Department of Transportation (VDOT) for the signalization of the intersection of Premier Place and Route S22 as required by VDOT Such agreement will he initiated and implemented by Vl)0T at their discretion 3 The owner will pay or will cause to be paid to the 'treasurer of Frederick County the sum of $7,798.24 for impacts to Greenwood Fire and Rescue Service This sum will be paid upon subdivision of the property or receipt of a building permit from the Frederick County Inspections Department for the first building to be constructed on the subject parcel The conditions proffered above shall be binding on the heirs. executors, administrators, assigns. and successors in the interest of the owner In the event that the Frederick County Board of Supervisors grant thiy rezoning and accepts these proffers, then these prollers shall apply to the land rezoned in addition to the olher rcquirernents of the Frederick County Code Submitted By lasbo• Inc & Fred 1. (ilaize. III - Da e t STATE OF VIRGINIA. Al I AR(." 91X)MK1(XXK1K1KK10WP;K 'Io-�Vit CITY OF WINCHESTER 6th April, 1999 I ile folegorng Instillment leas at: know led L:ed before rue till aaN L,t ! Fred L. Giai«�, I I I and lames 1- Llowman, President of Istnr. r.l Viryirlia Colporatiun \Iy cununis,um expnrti Lin Uecernl,er 31, 2000 f Nuutr�I'ubh.� rat ro 0 a � o- \ I'0 ✓•,r RWIr IZK- •irrd.uw `r '�• tic wr '-�e ro�P rn ��,%, • nat•Dr.ar $DDc. __ =R:y tQio"s,.q-/,� Pr Mlletlr � /� ✓ �r1' ', PCM ALI(RRAIf RAN" PIA, a 'OR IV Al .AP^V_ABLI SfRtf' CWNf CF0NS ARa :[)IIY(IKry ,a ConwdN Car Tee • •y,R,u,C.f S. n" r-, lydli; MJNp,rM 1 r Sferere rc IJ N w O :2 QL O U - U to Z LLI w 0 O Q o) rn LLJ o Q \ O ro O W H Z Z _J Q w _O � v Z W Q F-U C� _Z Q lY r-) Z O F- (n N�a O to - Z M " OU N > N O O W w C' U J 0 Q 6_ ar W Y N U_ W O W LW ♦� 2 W F- 3=LA- �, N 0 > O O N % OO N 0) U) 0) r N l'- Ln N `n I � N � I C (D (D ^� 0 - O O Q 0 > LC O ^ CD Y) C C X 0 0 Q � 3 � LL N Q O a PITH OF 7 TWTW G. PAINTER No: 18260 ���: ' 1, 'AM/;Fh'� •�: �N �Q __ -Dn / I �j tovtrmc A vrtr rL 3 « 1, ... I ONALG Aor c S �-- $fm,oR Mp ---- ----..._.. r° +e rti Mrr<t/n LwD rD„p •w rc :< //" (y,, .) :o-rrNr rnD,l A r n reNr .l r* ra, r„r,ror<,w<pa ---- rq„rr Nir•<rp e<•rY,eM .an[C h+ {FNr� rle M•rt +A11n / P ,Drop Irm �/r,D /bn wp/ De ' �, ,.. n a .tiro) p/rN rrlRr rrlebr D 4 , ,rq„ Tr[o✓T [ml In Ive[u. ire DNpPm<.a Np ,rrrb rnl°er ♦ T <•m,c DrrgvAv . SURVEY: C.I.. t•e Cf, " i T -. _ -_--_ ! ! .._. _ -. - . -__ _. _ _ _ _. IIN,n Rrro Iran rr< r.ne° D ro, +,.n sA,pr / Ltd - c--- Ira.Dl�.ltl[aDr ':' - _. Der ro a qvw rmwr,nraa an rA,o- a 4 r,Nro m r _r - - ; _ - n Ipr •, RITCHIE 2 _ - - - r p nelr. er, 1. o .o a.< ,> NFr Dr, ,o ,an w,tlAlro I r.J Dr [loll A 1 SURVEYS, INC. SEC !JA' n Rs tie.<e a 4Rvraw,Draa+u5.aewDD r<. •rerooinn,reuNierew n a+Dn o- ,D, r. aae. r,m. Me e,pn tl rDro rm uldw,m crc. re �f.r •'r; R Ra, . "' [--.. D r,<„, _I a .D,W.D Nt n.D Itl > r..D ,en ra• p ke, .d ,e.wl[ rNArr i DRAWN: J 0 B NO.: PNM„rare rwr.rnrT CTc.r. swl,.ar rry c.pD,.e eraw,°Nr uar.rr ,error<in Dra. $�,e rt.,e.,r<r % tla :✓D.� D.b �. ,AD rravD,T T,dn ro �.D .,e„ r. K .., ,n r=v+a IN TGP 9809000 $ro '. CC ! p CG �;..., I r? IOA' i(: R A p,nrp, r< a rl rrr .r of c eN�Aw D Rrpf Nr ro k o Nr a , , •Tie NNU a D, J,.TM p rry / pn,r ..a r•rr»J.,rwK,rr..aD,r,p..r `a, Dr. r��rdn..rnr.� r Ta<,D....,.nnn,r ,l,n. SCALE: DATE: �n nvrra r ftr w �,r<+�I+K. / llew.m, r ,b,.ren .„ram ,rl Dr m,.w .ern Aee+rrl, IMorr eer°e, r °> N,RIa' ;e ire /,yrrer,v ww rrrtr.,cMr r,nM .W[r<,pp N 1 ' = 2 0.0 ' 05 - 2 4 - 9 9 C�lRf3 i�'AMr' lILMAfI r /'C RSiikS W�'H Ui1(il(!r'Y IMI'.11RM. N'S! �- SHEET: .•91L5 y - -v,W; A/yPARI,r(Rr-p< IRAI,S<yWrA'.), MW �/\ �//1� /V ._ L / / LOT 3 Y,4RY JAM- A//(ENS WILL/AYS PREM/ER PLACE, L OT J / P/N NO 64-A-90 / 0 B. 971, Pg. 690 ZONED.' 9-2 USE COYYI-RC/AL / I I r Ex. Son. MN Top= 745.52 'Inv. /n= 736.24 r v. Out= 736. LOT 2 FRED L. CLA/ZE, JR. RES/DUAL TRUST PREY/ER PLACE, L 07 2 P/N NO 64-A-9C O B. 860, Pg. 821 D. B. 671, Pg. 1,34 ZONEO.' 9-2 USE. COYYERC/AL If Ex. GV H. / fk• P TO BfpVA ArE,fS PROPOSED LOT 4A REO E, ✓ASBO, INC PREM/ER PLACE, L OT 9 P/N NO.. 64-A-9 0. B. 960, Pg. 921 D. B. 671, Pg. 1,j4 ZONEO.- 9-2 USE.' VACANT / E/ j / / x 1 / X. / Pole to ( TRIP GENERATION: VIRGINIA EMPLOYMENT COMMISSION 100 PREMIER PLACE WINCHESTER, VIRGINIA OFFICE BUILDING GENERAL OFFICE BUILDING: OFFICE: 1000 SQ. FT. GROSS FLOOR AREA: (WEEKDAY) Ln(T) = (0.756(Ln(X)) + 3.765) X = 8,783/1000 T = TRIPS/DAY = 8.78 X = 1000 SQ. FT. GROSS FLOOR AREA TOTAL: Ln(T) = (0.756(Ln(8.783) + 3.765 -> 233.11 TRIPS TOTAL -> 234 TRIPS/DAY (WEEKDAY) C. W WIZ SON W/LSON TRUCK/NG COMPANY \ NOTE: e -► ; / D B 389, Pg 653 ENTRANCE TO BE REMOVED 3' 6 4' ONC. WALK- __- ____ -T 2 • /'� \ �� C' J 15' Prop. - ----=gR�- -- h / AFTER CONSTRUCTION OF NEW \ 05� 5'R F GPO S 0, AP EX R � ZONED. Y - 2 2 6) fS�p�r^ f� USE, TRUCK/NG TERM/NAL ENTRANCE & PARKING AREA. \ • • N q q q \ \ '` Q� 0 11 �� L`ti \ F. C. S.A. / 0 2.83 5' AN IT6C� N USE g' � 1 \ C- r 6"0 GV 2'R X I 0 PROP. DI-3B, L=6 TRANSI ION N (TyP) ox As TOP=736.00 \ 10. Parking Pro 6"� PVC SDR- 1 - - A t 15"0 INV. OUT=731.00 ` Setback L _ Uj z Driveer nv. 1n=630.45 ' n v. Out= 724.22 50 6"x "x6 fee Pole M- I o / Inv. Out=728.30 - LOT 1 F.L.S. Prop F" g' -{ 20' WATER_ _--�/ & T B. w 3 J Ex. San. MH ` \ -�.,p 1 F. H. yp.) ESMT. 20 � w / J j / 6 "m PVC - 4�6"0 45' Ex w ©PROP. DI-3B, L=6 STEVEN A. DuBRUELER Top=735.29 Ex. wM ?0"R & T.B. G y ire w w ° Inv. In= 728.97 PRE9/ER PLACE, L OT 1 \ '0 (T. B. R. N - '�- Inv. Out=728.96 n�_ 0 7 Prop, 149.00'-15"� CP . ?� TOP=736.00 _ 1. 1% SI 15"0 INV. IN=728.75 P/N N0. 64-A-9B Ex.. ( `� 28/6 � 15"0 INV. OUT=728.50 rPP-_- STORM SEWER STRUCTURES D.B. 876, Pg. JJ,6 S05'41'15"E- EX. N / / Ex. �- AQPROP. DI-3B, L=6 ZONED. B-1 5.08' Guy it T O Ex. WM Ex.3/4"0 f p Ex. Son. MH EX. P f TOP=736.00 Ex. DI-3B ,�, __- -(Tg. opper Water 6' WAT R LINE Top 733.83 TPP 15"0 INV. OUT=731.00 USE.' COYYERC/AL Top=734.12 8"m Inv. n=7 0 \ p parking Setback y C NIT ACTO Inv. ut 728.97 -- Ex. DI-4B70 15"m Inv. In=730.64 !" Pro Ex. DI-3B / / To Control 8"0 Inv. ln-72517% r v I Ex. DI- 3B Ex. p' -e-�.� T Pole p ©PROP. DI-38, L=6 \ Top =73.5,17 Pole SIGN SO1 06 28 E 92J4 Top=730.99 8"m Inv. In=722.72 15"0 Inv. In=724.70 TOP=736.00 ---- h�t l v / _ - Ex. Ol-3A2 18"0 Inv. In=726.32 I / 24"0 Inv. In=724.78 36"0 Inv. Out=724.74 \\ 150 INV. IN=728.75 15"m Inv, Ouf=7 .8 fix. Dl-3B Top -7313 18"0 Inv. Out=726.31 24"0 Inv. Out=724.71 42"0 Inv. Out=724.61 18"0 Inv. In=726.24 28"x45" Inv. Out=722.75 \\ 150 INV. OUT=728.50 ---- .� 35'R - Prop.30.37'-15"0 Topa732.12 18"o Inv. Out=726.23 _38 15' Shen. Gas Esmt. RCP ® 4.28% Ex. 15"0 Inv. In=726.72 �- S05• 9.88'„E rop D7.33.92 D.B.802, P.200 GV 18"m Inv. Out-726.95 15"0 Inv. ln=72765 15' Potomac Edison Esmt. Prop. 15"0 INV. IN=727.20 \\ Ex. DI-2B S42 04' 14 W-/ 15"0 Inv. Out=72780 D,B.843. P.71 9 / \\ Grot15"e=729.90 25.33 15"0 Inv. In=725.29 lop=732. I J Ex. San. 47 15 "m Inv. Out = 725. 14 (J 8"d In v. In= 727.86 � l Ex. Son. MH 8"0 Inv. 1n=72772 rop= 734. 13 MITE 522 I 8 "m Inv. Du f= 727.76 Inv. In= 728.37 4 / / C C. / AP ON / / Proposed 10'x9 CONC. DUMPSTER PAD with 6' WOOD ENCE ENCLOSURE / E (/.B.R) x. Metal / Qhed DENN/S E. LEE &6' WOOD V BON/TA O LEE I 0 FENC (SEE P/N NO 64-A-8 Q DETAIL SHT. 2) D.B. J90 Pg. 164 / ZONED YH-1 / 5' Parking USE.' RES/DENT/AL (r) Setback E,X Deo� % Inv. Out=728.09� 4"0 Inv. In=731.85I 8"0 Inv.=731.18 /// / G-- In v. Ou t= 728.3948 3 - - FRONT MYAt PIKE Ex. 7, 0. Q rop= 730. ss LOT DATA: m POSTED SPEED 45 MPH 28"x45" Inv, In=720.42�! AREA = 65.340 SF (1.50 ACRES) (VARIABLE WIDTH ROW) _ _ _ 36"0 Inv. Out=720.49 Ex. PARKING = 65 SPACES INCL. 4 ADA SPACES I C' Ex. _-� I Pole BUILDING AREA - 8,783.11 SO. FT. EX6 m WA TER LI N G v . _ Ex. Ex. Ex. �g # Cg P1�fe GV GV - Ex. - FRED K. & SANORA PECHT Ex. Pole COL/N ORV/LLE BRE"EOEN P/N NO 648-2-J F. H. - O.B. 564, P 199 ROGER LEE HELSLEY P/N N0. 648-2-2 g ROGER L. & PHYLL/S A. HEL SLEY ZONED.• 9-1 ZONE"0.- 9-1 P/N NO 648-2-1 I USE.- COYYERC/AL & /NDUSTR/AL P/N NO 64B-A-,31 USE COYYERC/AL & /NDUSTR/AL II II 30 0 30 O B. 86J,, Pg, 916 D. B. 469, Pg. 714 1 I I # ZONEO.1 9-1 ZONEO.- 9-1 Scale 1 30 -F -t USE.- COYYERC/AL & /NDUSTR/AL USE.- COYYERCLAL & /NDUSTR/AL I I CURVE TABLE CURVE ARC DELTA RADIUS TANGENT ICHORD BEARING CHORD 1 7' 1 4323. 4 4 4' 4 1 "W 1.97' 1 '1 7 7 1 47 1 1 N 7' 7 C4 96.63 01'16 38 4335.04 48.32 NOV57 16 W 96.63 o x W Z O O> V 0 z o �a N U Z CD O V N G > Qw ]C W W W W - N La b CD Ce Uj Imo' W Q = W z�z3z w N V O A o a N p N � rn rn Cf) r- t\ N L 0 � I I ' lJ` JI jl � cD co (A 0 (D CO C � .0) 00 O U ` �t ° a) m � � 0 -C r U C Q) X 0 .� Z 0 Q N Q O r� a PLTH OF k�� TWO �HY� PAINTER Ito: 18260 Ik' �SS`1 ONAL ��yG SURVEY: C I, RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9809000 SCALE: DATE: 1"=30.0' 05-24-9 SHEET: 3/6 Ex. Ex. GV F H. n�J Ex. (� B.O. � r r r r ' r ' � r / Ex. l Pole / � y / r / 3 Q r/ 3 PROPOSED LOT 4A a ' TREO Z. GZA/ZZ /// & o- r k/ �o (r ®' ✓A590 INC v r l AI REM/ER PLACE, L 0T 9 Ex. Son. MN Pr � / Top=745.52 P/N NO.. 64-A-9 / Iln v. In= 736.24 yn v. Out = 736. 24 0.. B. 860, 0 821 1 O. B. 671, Pg. 134 r ZONED.• 9-2 USE.VACANT 1 Ex. Elec. NO_37'33"W 126.42' �Tronsformer P it ` 5' Parking Setback _ Ex. Son. MH LOT 3 ` TO PS MU 40. Top=740.55 / Ex. //740. - - 1 1 \ �� n„t73 ;5 Re ((-4 l Pole MAR)" ✓ANE AIALNS WZZ/A&S PREY/ER PLACE, L 07- ,T P/N NO.. 64-A-90 D B. 971, Pg. 690 ZONED. B-2 USE.- COMMERCIAL STORM SEWER STRUCTURES AO PROP. DI-313, L=6 TOP=736.00 1 5"0 INV. OUT=731 .00 QB PROP. DI-31B, L=6 TOP=736.00 15"0 INV. IN=728.75 1 5" 0 INV. OUT=728.50 LOT 2 TREO Z. GZA/ZE, JR RES/DUAL TRUST PREM/ER PLACE, L 0T 2 P/N NO 64-A-9C D.B. 860, /0 821 D. B 671, Pg. IJ4 ZONEO.• 9-2 USE CO&MERC/AL INSTALL CATTLE GUARD TRASH RACK' IN CONST. ENTRANCE LOT 1 NOTE: ' ENTRANCE TO BE REMOVED AFTER CONSTRUCTION OF NEW ENTRANCE & PARKING AREA. STEVEN A. OuBRUEZEIP Off M/ER PLACE, L 07' 1 P/N NO, 64-A-99 0 B 876, Pg JJ6 ZONED.• 9-2 USE COMMERC/AL AQ PROP. DI-36, L- \ TOP=736.00 15"0 INV. OUT=731. Ex. Son. MH Top= 735.29 Inv. In= 728.97 Inv. Out = 728.96 S05'41 ' 15"E 5.08' Ex. DI - 3B Top= 734.12 75"0 Inv. In=730.64 i EROSION & SEDIMENT CONTROL KEY 3.'J2 TEMPORARY STONE o000000000000000000 CONSTRUCTION CE 0000000000000000000 ENTRANCE102020202020202000201 3.05 SILT FENCE $F X X -_)�-X 3.07 STORM DRAIN IP _ INLET PROTECTION 3.30 TOPSOILING 3.32 PERMANENT SEEDING 3.35 MULCHING MV C. 0/ N9ZSON `YIZ SON TRUCK/NC COYP4NIv P/N NO 64-A-7 O. B. .389, log. 651 ZONED.• &-2 USE.- TRUCKING TERM/NAL �X Ex. Ex. Son. MH / t x. p l Po -'- Top 733.83 "0 - TPP 8 In v. n= 7 ---- �- '� �- - - _ _< "� Ex. 01- 48 Inv. ut 728.97 Ex. Dl-3B / Ex Control Outlet Top=727.00 Top =730.70 18"e Inv. In=725.17% _ Top=730.99 8"0 Inv. In=722.72 15"0 Inv. In=724.70 Ex. DI-3A 18"0 Inv. In=726.32 24"0 Inv. In=724.78 36"0 Inv. Out=724.74 \\ Top=731.32 18"0 Inv. Out=726.31 / / 24"0 Inv. Out=724.71 42"0 Inv. Out=724.61 Top=73212 18"0 Inv. In=726.24 28"x45" Inv. Out=722.75 15"0 Inv. In=726.72 18"0 Inv. Out=726.23 \\ 8 "0 In v. Ou t 15"0 INV. IN=727.20 26.22 15"O Inv. Out=72780 D.B.843, P.719 \\ Y ' 'Ex. Son. MH 73 / 8"i Inv. In-72786 J 2r £x. Son. MH �34 "0 / w Top= 734.13 Inv. In=728.37 p/V �� 5 I 8 Inv. Ou t7 727 76 / Inv. Out=728.39 � Ex. DI-O. 3l ro1�WT-ROYAL r1� I ROYAL POSTED SPEED 45 MPH 69 Top=73 Inv. 28"x45" Inv In=720.42 0 "0 `OI (VARIABLE WIDTH ROW) _- 36 Inv. Out= 720.49 Ex. � 6"o WATER LINE -_ -_ -- _ - Ex. GV I Pole EX. Ex. -_ -- -- Ex. GV Ex. Ex cv GV Ex. FRED K & SANORA PECHT CURVE TABLE I I £x. Pole -' - P/N N0. 646-2-.3 CURVE ARC DELTA RADIUS TANGENT CHORD BEARING CHORD F. H. - _ Ca IN ORV/ZZE BREEDEN 1 4" 4 7 I - - ROGER LEE HELSLEY P/N NO.. 648-2-2 0 B. 564, P9 198 ZONED. B-1 155,19 1 7 7 .7 •4 4 1 .1 I a.7 ROGER Z. & PHYZZ/S A. HELSLEY P/N NO 648-2-1 Z0NE0.- 9-1 1 1 N 7• 7 P/N NO 64B-A-.31 D.B. 469, Pg. 714 USE C0M&ERC/AZ & /NDUSTR/AZ USE.• COVMERC/AZ & /NDUSTR/AZ C4 96.63 01' 16 38 4335.04 48.32 NO 1' 57 16 96.63 I I 0 B. 86., Pg. 916 ZONED. B- / ZONED. 9-1 USE.- COMMERC/AZ & /NDUSTR/AZ USE COMMERC/AZ & /NDUSTR/AZ I I Ex, DI-2B Grote= 729.90 15"0 Inv. /n=725.3.3 15"0 Inv. ln=725.29 15 "0 Inv. Out= 725. 14 LOT DATA: AREA = 65,340 SF (1.50 ACRES) PARKING - 65 SPACES INCL. 4 ADA SPACES BUILDING AREA = 8,783.11 SO. FT. 30 0 Scale 1" 30 = 30 ft 0 mI Z O CL U W C) 0I z g 0- rO o� XZo 0- U X 0- 0 U W Z V Q W � N � 0 W � w J � N Z O z N O Q � � W O N U Z N C:1�O - O U N C > Z W C W W O Z 31:O _FL: O 0_ 2 sO V 4 O d O N N r) Cf)� r r <N Ln Lf) a I I nw_ N '�J IV`jl+l L- N c0 (0 � C)cD CO -X 0) 0 r� 00 O U ` It n R2 d a) m N C O L -C -C- :3 C N X cn 3 I 0 ~ N Q O a 601PyTH OF C-' . PAINTER No. 18260 � w� � �8� I algq G L`s`SIONAL SURVEY: C. I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9809000 SCALE: DATE: 1"=30.0' 05-24-9 SHEET: 4/6 JS' 7Y PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS e 5 DOWNY AMARBOREA R NOTE L1 y� SERVIIC BERRY CALIPER 4 HORNLESS COMMON GLEDITSIA 2"-2.5" NOTE L1 HONEYLOCUST RIANCANTHOS INERMIS CALIPER 9 LEGACY ACER SACCHARIUM "LEGACY" 2"-2 5" NOTE L1 SUGAR MAPLE CALIPER 4 ZELKOVA ZELKOVA SERRATA 2 -2 5 NOTE L1 CALIPER in 26 ORIENTAL THUJA 4' TALL 5' 0. C. ARBORVITAE ORIENTALIS 11 FLOWERING CHAENOMELES 4' TALL 5' O.C. QUINCE SPECIOSA 14 BORDER FORSYTHIA 4 TALL 4' 0. C, FORSYTHIA INTERMEDIA ' 32 ANDERSON TAXUS x MEDIA 3' TALL 4' 0. C. ANGLOJAP YEW ANDERSONII V NOTE L1: CALIPER MEASURED 1' ABOVE GRADE LOT 3 MARY JANE A#'ENS W/LL/AMS PREM/ER PL ACE, L 0T J P/N NO 64-A-9D D B 971, P9 690 ZONED.' 9-2 US' COMM£RC/AL (r Ex. Son. MH Top= 745.52 Iln v. In= 736.24 Ynv. Out= 736. LOT 2 FiPEO L. GLA/ZE, ✓R. RES/DUAL TRUST PREM/ER PLACE, L 0T 2 P/N NO, 64-A-9C D B. 860, Pg 821 D. B. 671, Pg. 134 ZONED.' 9-2 USE COMMERC/AL i Ex. Ex. GV F. H. v/ a PROPOSED LOT 4A FRED L a A/ZE, ✓ASBO, INC PREM/ER PLACE, L 0T 9 P/N NO. 64-A-9 D. B. 860, Pg. 821 0. B 671, Pg. 134 ZONED.' 9-2 NOTE: ENTRANCE TO BE REMOVED \ AFTER CONSTRUCTION OF NEW ENTRANCE & PARKING AREA. LOT 1 STEVEN A. 0u919UELER PREM/ER PLACE, LOT 1 P/N NO 64-A-99 Q PROP. L TOP= 736.006.00 15"0 INV. OUT=731. Ex. Son. MH ` Top=735.29 Inv. In= 728.97 Inv. Out=728.96 SHRUB PLANTING DETAIL N.T S. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLED W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH Ex. COMPLETELY REMOVE ALL 8.0. STRINGS, RIBBONS, AND r / TAGS FROM PLANT. � r / REMOVE TOP 1/3 OF ALL SOIL MIX / BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT /� f BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT r / y III Ex. MULCHING OF A PREPARED ANNUAL/PERENNIALPole BED WITHIN A SHRUB BED / N.T.S. / LAWN MULCHED SHRUB BED SHRUBS PERENNIALS -� PREPARED BED WITH FINE BARK MULCH - MOUND PERENNIAL BED 2"-3" HIGHER THAN SURROUNDING BED. ® 4" DEPTH FINE HARDWOOD BARK MULCH TO BE MIN. NUGGETS, OR SIMILAR, PLACED 37' 33' W 126.42' ;r r / r r 3 r •� r / 1 / r / 1 / r / Ex. Pole / / AO / / CONC. ` %Z APRON ENCE EN OSURE 3 R x Metol U hed vj OENN/S E LEE & V BON/TA D LEE 6' WOOD P/N NO. 6 -A-B v FENCE(SEE AO DETAIL SHT. 2) G.B. �90 Pg. 164 J-� ✓ ZONED.' MH-1 5' Parking USE.. ES/DENT/AL Setback EX Deck r= NOTE: CONTRA( HYDROSE AREAS C OF THEIF COMPACTED MOUND TO TREE FROM SETTLING - UPRIGHT STAKES EXTEN FIRM BEARING REMOVE TOP 1/3 OF AL ROPE FROM ROOT BALL. 4 "m Inv. ln= 731.85 8"0 Inv. =731, 18 ill 1 _ / I Inv. In=f30.45 /n v. 0/ TREE PLANTING DETAIL N.T.S. C. W W/L SON W/L SON T19U06N6 COMPANY P/N NO.. 64-A-7 D B. J99, Pg. 65J ZONED.' M-2 USE.' TRUC16NG TERM/NAL t M "1 ER- _ _' W I I V V, V V I- Q. J V I '-- �- - STORM SEWER STRUCTURES O.B. 976, Pg. JJ6 S05 41 15 E Ex v t v / Ex. I f - 5.08 AO PROP. DI-36, L=6 ZONED.' 9-2 Guy Wir _ To 73J83 wm _ „ t . Ex. Son. MH Ex. 0 / P p TPP - f 8"m /nv. fn=7 0 _- �,,._. Ex. Dl-4B TOP=736.00 Ex. Dl-3B i � t . + _ �--- 15"0 36 ouT=731.0o USE COMMERC/AL Top=734.12 - 15"m Inv. In=730.64 0 Parking Setback t� Y C IRA Inv. of 728.97 / Ex. Control Outlet Top=730.70 r ... r Ex. -3B A Pro f=� Ex. Dl-3B Top=727.00 18"0 Inv. 1n=725.17% 0 PROP. DI-38, L=6 Top- ,5t17 �3 Pol N Ex.1 S01'06T28 E 9 L4 Pole _ ___ Top=730.99 8"0 Inv. In=722.72 15"m Inv. In=724.70 TOP=736.00 --- ��c J _ �„ ;�� -- -= Ex. Dl-3A2 18"0 Inv. In=726.32 / I 24"0 Inv. In=724.78 36"0 Inv. Out=724.74 \\ 15"0 INV. IN=728.75 15 m Inv. Out=7 .8_ _ �� Ex. Dl-3B Top=731 3 18"m Inv. Out=726.31 24"0 Inv, Ouf=724.71 42"0 Inv. Out=724.61 15"0 INV. OUT=728.50 � Prop.30.37'- 1 5"0 Top =732.12 __ - 18"m Inv. In=726.24 28"x45" Inv. Out=722J5 S05*41 '1 5nE 4 ------ • � _,_ - - / �- Ex. DI-38 15' Shen. Gas Esmt. RCP 0 4.28% Ex. 15"0 Inv. ln=726.72 JS"m Inv, Out=726.23 I 9.88,Top=733.92 D.B.802, P.200 Gv 8"0 Inv. Out-726.95 .�. / + 15"0 Inv, In=72765 15' Potomac Edison Esmt. 15"0 INV. IN=727.20 \\ Ex. Di-2B ----'- 4 4 14 15"0 Inv, Out=72780 D.6.843, P.719 Grote= 729.90 26.2\\ 15"m Inv. In=725.33 2' 732 15"0 Inv. In=725.29 Ex. Son. M7 15 "m Inv, Out = 725. 14 C Toopp- Invv.. In= 727.86 � l Ex. Son. MH 8 "0 Inv. In= 727 72 / Top= 734. 13 ��4 8 "0 Inv. Out = 727 76 / Inv. In=728.37 R�y� E I �I Inv. Out= 728.39 3 FRONT MA- PIKE Ex. 7. 0. � LOT DATA: Top= 730.69 .14 POSTED SPEED 45 MPH 28"x45" Inv. In=720.42 o AREA - 65,340 SF (1.50 ACRES) `O' (VARIABLE WIDTH ROW) 36"0 Inv. Out=720.49 Ex. PARKING = 65 SPACES INCL. 4 ADA SPACES LINE Cy -�- I Pole BUILDING AREA = 8,783.11 SQ. FT. Wj EX. 6"WA TER Ex. lEx I I _ P�_ Ex. �� rt- I Gv GV Ex. FRO /C & SANORA PECHT Ex. Pole P/N ND. 648-2- 3 F H. - - COL/N ORI4LLE BREEDEN '- -' ROGER LEE HELSLEY P/N N0. 648-2-2 G.B. 564,, Pg. 198 ROGER L. & PHYLL/S A. HEL SLEY ZONED.' B-1 ZONED.' B-1 P/N N0. 64B-2-1 USE.' COMMERCIAL & /NDUSTR/AL P/N NO 64B-A-.�1 USE• COMMERC/AL & /NDUSTR/AL I� II 30 0 30 D,B. 469, Pq. 114 g. I I Scale 1" - 30 f t D.B. 86� P916 ZONED.' B-1 ZONED.' 9-1 USE.' COMMERC/AL & /NDUSTR/AL 1151 COVMERC/AL & /NDUSTR/AL I I CURVE TABLE CURVE ARC DELTA RADIUS TANGENT ICHORD BEARING CHORD 1 9 8,7 1' 1 4" 4 4' 4 .4 ' N 4'4 1 "W 7' 1 .1 '1 7 7 .7 N '4 4 1 1 C 234,78 68'59 00 195.00 133.98 N87'07 0 E 220.85 C4 96.63 01'16 38 4335.04 48. 2 N01'57 16 W 96.63 I Q O O Z W _J C 2E CD O Z CU a: W Q U U p Z O LLi J 0 z Q 0 Z O F- Q V) �p C•7 V 0 U a.ZQV W W m Uj W N Uj W OW 0� WSW QLi CL 0- �- 2E N Lam.. O W O = W Z�Z3Z U 3=0 Q LLJ N U O rr a_ ,o�TH OF L TIMOTW Q PAIWER No. 18260 1 Z 159 G��ww 'SSIONAL SURVEY: C. I. RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9809000 90 � 9 SCALE: DATE: 1 "= 30.0' 05- 24- 9S SHEET: 5 /6 STORM SEWER PROFILE SCALES: (H) 1" =50.0' (V) 1' = 5.0' B A *VERIFY DEPTH & LOCATIO14 IN FIELD EXISTING GRADE PROPOSED GRADE - 7 5 - - w/L - 735 * EX. UGG * UGE PROP.- 149,00'-15'0 _RCP_ ® 1 . 1 % SLOPE 725 _ _ _ _ -_ 725 PROP. 30.3 '-15"0 RAP ® 4.28% SLOPE ^ e Liz In � 00 s- '- m - m li CDIn _l1-_ _.-- x O I __-- __0__ II.. I - -._.w��_._ _ wU-)a _ a a_.a ...a-C) a o, - -- -- ---- .' ... _ .__.___.. ... . �.._. _ ._-... _. _. .... 1l N C14II 0�1- Or- ZOZ II cDr` II ZO II II O II "' II r`' II 0 o +. a>>> 0ZZZ + a>> OZZ °I�' } a> 0Z 10+00 11 +00 12+00 r cite vn111­A.r Tit.,, HOUSING -- Rugged. die-cast. soh corner aluminum housing with 0 12' nominal wall thickness Extruded rn,-on nun,D•r 4' soh corner arm for pole or wait mounting is Stan chid Soh Square Cutoff Lighting ODOR FRAME Die-cast door frame has fly ga mete KAD 400M lent tempered glass lens which is fully gaskeled with one-piece tubular silicone �--_- OPTICS - Anodized aluminum hydroformed/segmented reflector Four IES cutoff distributions avadabie Type 400W METAL HALIDE II (asymmetncl. Type III lasymmetnc). Type IV Dor 20 to 35 Mounting ward throwl. Type V (squarel -� ELECTRICAL SYSTEM -- Constant wattage autotfans former ( 20•F starting) Refloat is copper wound and 100% factory tested FINISH --- Dark bronze (008) non TGIC polyester pow - der ;mush is standard with other architectural colors evadable SOCKET - Porcelain, horizontal posrtlon-onemed mo �lit� VI� Q1 IV gul base socket with copper alloy nickel -plated � `1 f � r f lJl� screw shell and center contact UL listed ISM ___-_ 600V �---- I Standard dimensions I LISTING - UL 1572 listed for wet locations CSA cenr EPA , 2h' 7 Viz tied (see options) (181 clei weight 41 Old (166 fuel Lerigei 17 ItT1445cm1 W;de, 17 17r(445cm) 1- 4 17 112 _--� Noel 7-IA'Ilal curl 1102cml IMScod -_ ORDERING INFORMATION Example KAD 400M I20 SPD04 SF DOB ch- m• eama... by ,.Dm.nma,r. lit« hw av.vow n..o• •m writ• nanp-10 .'1. bl•n• KAD 400M Z f t) 4- _ -ri--T _Senaa JI ! 1 VoltageJ -.. Mounting _J Options KAD 40aM 126 SPD0/ Square ode 11' semi Isbn4pol Saipli hudd lit In radar. Areaimetraf Cohn (powder Imihe --1 tot SPD09 sguar. "I.I9' atmP SF Singie fuse n2o. 2J7 367V sbaderd Cole. 240 RP004 Round wS.1Aonl note v.1.1h, lthIBI Doe Darkhionie slandaidl L Distribution OF Doude lute (no. 240. 480V OWN while 277 RPD09 Round pour 19' aril" not svaliable, with TBt R2 IFS type ll aaylnmeerc 347 WWD04 Wood DM• a waif W i rml Dal Hhck R1 IES type III asyinme0ir' PER NEMA twillhotme ucepUci• ❑ma Ldan 4t0 WWDOe Wood pole or wait IS arm17' only Ina photx ennd) M IEStypelvlorwa,dmrow TR' WOD04 Wall bracket W.-I am Ousrtz-es•Iketritem 0%w DMR Medom Iron:, IM IES type vsquare Win fWh-ad--if KMA DAD 12) maximum, lamp not mcludedl DNA Nanuul aluminum I alppd wg•r.rN CIA CSA lab.led I", US ahothi n, Ie OSS S.nd:tone KMA Matt arm adapter Canada DOC ch.rcoai pray KTM$ I- Inouni.lg bit• IU Socket posmin I., heir old Tenni green DAD12P Degree Arm IPol.l peilamenceeppes 01 R3. RSSP Doll B,pht,ed DADI7w Degree Arm(Weal lm'"d uparothh' 038 steel blue ►F1 NEMA hnno lock PE 1120. 206 241 I PU NEMA twit lock PE U47V ►f4 NEMA twist -lock PE 14OUVi li NEMA h-I lock PE (277V) Ra Heise site shield IRS. R4 on Accessories: Terion Mounting Slip6rtee KADVO Vandal guard No•rr• w•Iog numb•. KADWG Wue guard Numher of f-111.1 '"S Tenon 0 D_ One _ Two0I&r Two09D' Three4li Thrae050• Fow06p' ,,o".. „a. 1. Me ave'au• 214r T7g-tga Tae.2M T2e 3" Tnme 11!•-7e TXL : Th. SPOO9RD09w a11,70001NMd. Trip. Meg 1 716' Tin t: Rs.2•• TN M, T2s in Tw Xool rmen' 1 . .1. oi, me�t»a cur okrm, r vs•e.di.n iwa 4' T3e HI T31-2M TWMI TWIN Twin, Mew ,a w• d. •r•aiwna tvl.lC drlaay .nNrn -- - _ -- u Air e• o.n•. •a a<.nory ` A•e,r•d 1.1k.1 ED7e 1M m.rl r weed 6 Add-' rrr..v Nrei coal ..row r••a• aid. bxn,v. 7 Muir ar aenm IA i.1mvN/A ilaNnNG ARCHrTECTUi7AL Ot)TbOOn LIGKIINC, KAD M4 WATERLINE PROFILE SCALES: (H) 1" =50.0' (V) 1' = 5.0' 745 ----__.___ _.__ ___.__-.__.__ --------_--- ------- 745 ____-- __-- ----___.___ 740 - 740 - EXISTING PROPOSED GRADE GRADE 735 - _ - --.__ 735 _ ---- _ - __ 6 MIN. -COVER7301 - ----- - 730 725. ___.___.____-- PROP. _-SDR-A21 -..-------__-____ 6" 0 PVC WM _ ---. __ ____ _-- --------- __-_ _ __ 725 a Q' M LJ j a II O 0 + 00 f� m p CL �� II Ol ~O + 1 0+00 11 +00 12+00 Square Straight Steel Anchor Base Pole ORDERING SEQUENCE SSS CATALOG NUMBER POLE - - _ - SOLIARE STRAIGHT ass ZJ 4C DNI11 I TYPE [� -� STEEL SHAFT TYPE i OPTIONS 10' to 40' Mounting NOMINAL MOUNTING I (see bark paor) HEIGHT 10 40 FT see bark babel SPECIFICATIONS NOMINAL SHAFT BASE SIZE SHAFT SHAFT - Minimum weldable-grale (ASTM A - AND WALL THICKNESS _ _ _ 500 Grade 8) hot rolled commerc;abquahly !gee back page) Desa nalion Description carbon steel tubing with a minimum Yield of - --- Architectural Colors Polyester Powder 46,000 psi Uniform will thickness of 120' or FIXTURE MOUNTING METHOD � DOB Dark Bronze (standard) 188' Shahs are one-piece with a longitudinal -- J ONO Dark Bronze I! electric resistance weld Uniformly square in DESIGNATION DESCRIPTION J DMB Medium Bronze cross section with Oat sides small corner TENON MOUNTING radii, and eycelknt torsional qualities Available J DNA Natural Aluminum shall widths are 4 5 and 6 -riches J PT ' Open Too J OWH White J T20 2 3/8' 0 0 (2' NPS) ANCHOR BASE - Fabricated from rolled � OBL Stack carbon steel plate that meets or exceeds a J T25 2 718' O D (2 172' NPS J DBR 9nght Red minimum yield strength of M 000 psi The J T30 7 3 1/2 0 D IT NPS) J DGC Charcoal Gray anchor base is provided with round holes on J T354- 0 D (3.1/2- NPS) J DS8 Steel Blue 4' stoned holes on 5' and 6' Doles J oss Sandstone HANDROLE -- A rectangular reinforced MOUNTING FIXTURES J DTG Tennis Green handhole rim having nominal dimensions o! J DM1q I at 90' 3- . 5' for all shays Included is a steel cover J OM28 2 at 180' with attachment screws _1 Oft PL ' 2 al 180' with one side DII)i GROUNDING - A null holder located _I UM2q 2 at 90' mmediately inside the handhole rim and is DM39 ' 3 at 90- provided with a 1(2' x 13 UNC ground boll DM49 ' 4 at 90' and nut SSS 4" SHAFT ANCHOR BOLTS - Top 12' galvanized per A SSS 5" 8 6" SHAFT A ASTM A-153 Made of 314' or !'diameter - _ steel rod having a minimum yield strength of 50 000 psi k J I HARDWARE Fasteners are high strength galvanized 7mc-plated of stainless steel I TOP CAP -- WealhtrDr001high strength plastic cap is standard 'c-_----_ - -- - FINISHES - Dark bronze polyester powder finish (DOB) is standard Optional Domed finishes available Shah Bon soil Base Anchor warehouse template BASE COVER -- Automotive grade ABS plastic Sf-It a PfORchon Square BoxAnrho, Boll Numee, full cover finished to match Doe Al in Base A a C Description :ksaipl-on 41C 8 Try 2 314' 4- 8' ABSSS-4C A8180 PJ50004 NOTE If poles are stored outside, protective 4'G 8 JR' 2 3/4'4' 8' ARSSS 4G A830 0 PJS00D4 wrapping paper and cardboard mutt be 5' 1P-12' 3.37a'-4- 11' ABSSS-5 A836 0 PJ50016 removed Immediately to prevent finish 6' 1V 13' 3 Srt'-4' 12 112• ABSSS-6 A836 0 PJSMI I damage. '. LITHONIA _ AHCH/TECTURAL OUTDOOR NOTE Factory supplied templates must be used when sehmg am", brims l,thnma "I not " accept claret lot incorrecl arKrmiage placement due Ill la Lure to use fariory template KKS series luminaires wru in 4' square piles only ' 3- 17 and C lenons iva able on 5' and 5- shaft only r r"AI leer :s IN 1.4homa Atchdectural Outdoor futures unless SOPCKWO O(Nrwie concrete pad 1'-6" sq. x 6" deep ,I I screw type adjustable valve box f locator peg megalugs pelf .r I L thrust 1 4t block 36" min. valve megalug to main megaiuc - 8"x 8"x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE 7 3/4"015' THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO, REO'D PEP STND MANU PROPOSED GRADE 36 - 3 Min sanitary sewer main 8 00 00 -- 24' DNA - REBAR - .5" MIN CLEAR tE TE (3000 PSI) /5 REBAR O 8- CC EACH WAY R cast iron cleariout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4") finished tirade Panella Model PA6SV-CSK (6") ' I square concrete skid pad 20"x 20"x 12" deep I - aggregate base ( depth 3".1 cleanout pipe I - SOR 21 Wye - 45"bend s 6" stone bedding NOTE Where lenglh of service laleral Io exceeds 75' a clearlout assembly shall be banished at the property line SEWER CLEANOUT Figure 17 A F�. 1! TuMadda, do concrete thrust block one O 6" dia schedule 40 3' steel pipe tilled wdh concrete and painted T yellow 2l 18" dia O 1 -6O concrete __ encasement �-3 f BOLLARD DETAIL direction of setting to be approved prior to installation ` as required `, concrete pad l'-6' sq. x 6' deep FIRE HYDRANT ASSEMBLY Figure 9 mww.«n ;um award (fop. screw type adjustable valve box R; locator peg mechanical pint swivel tee with 6' branch meGwu .c.y.apn kr.al .: C- veilJto laY,i gem "0" a boa" • g.r viva A Wu urri.aAdDed Wi aAAM trnlOry TYPICAL. SFCIION TFF WVF OR il.l� Hn bear d woua harming ar Will; may be wrapped with �darWee hard ea°eveaon I=Orr.•,Meru. vd idle Oorlrfw POurW b ro'npbldy aurFUMI -a' - I l n- Im IG' •rd • ,.a. P.P. Who Sri and •ga rA4 udrWbed ad. Th• D•erkig dmaWa» -U- . I a- rMn for 12' 11- a0- pip• arlm" unias.atow sox stallr•mrn r shown ..• Hut below lo, A B. C Amenrona CONCRETE DIIIENSIONS FOR HORIZONTAL THRUST BLOCKS • b' nrdMnaun P%" DIM Plupa, wityee 8 To" 11 1N• end 22 1r2' B•riW 46• eyyd go, tterWe A a C A C A C Ir 11-D' a r V'r O`-r W-w (Y-01 V-r D'Ar 1'Ar Br vz a_fr 1'-Ir ow a-9- ow 1'4' 0_•0- 7r-r to- 1'4' a.0' ?-r 10' a-0• 1'•r 1'-0' 0'-r 24'_ IF Fir 1•-o- 4 2' 1'-r I-0' Fill 2.0' 1'-0' 7-0- 14Y Fir !L Fr 1_•0' 1' 8' Fer 1_0- 4'-0- 1I' - 7-r-!LT- V4r -7_0' 74•- V'r 1'0' r-r -2-6r -1--0' W-W 1I• 24' 1'-r 7-e' 1' 6' 1'-r 2 0' 7-0' I t'-r r-w 201' 7-g' 1'-8- 4--0 1'-r 11'-8' 7 0' 3•r t' 8' B-0' 11 114- THRU yQ $ wN n roe. o.. ULM. and embedded in aonueie •vusl books kltTuac Wr Ron .SIZJ: tao..Hai FAa1E11uFNt lraLESS • 2 30- 14' 20- •k 3e' +aria N• S •lour bed.u� FrrTING _L11 VOLUME 114-L OF THRUST BLOCK N-JIZk CU. Yp• r 13 41• 1 1 13 THRUST BLOCKS FOR VERTICAL 10• 1 6 3.7 UP BENDS SHALL. BE I IfE SAME 12• 1.2 24 6.6 AS FOR 110RUONTAt. BENDS 14' 06 1 7 3.0 7.6 16• 0.0 23 5 1 IB• 1.4 3.2 6.3 - 20' 2.2 4.6 78 - CONCRETE THRUST BLOCKING Figure 2 y 11 -�-9Y.a N aid" N •aNri el SECTION A -A aloe ENT IN DROP INLETS NO -TES Sl.ap•,g o1 msNiN <I10 N, .M w eccydeae• . • peo.n� Soo• aeon o vwrl ea0a1 0 •IY< a a M•<iers M eta.. o" .w.,• �. '� ' vJN• aw I • n. e.r of pup• .a ob•,`••mri DI i.uClu,• �/. '' i• . .4 •.avdb y one r . .0 $a - r mnmMaNd opahcar• asgarle r arsaa �eri1� raw owl nna•N r agree Mlem n r - - e 1•).tIg10 co." taiDld. elg aaiWowy N I• Deg A 3. Class U.•aaee tied a9t d 4aorr gg"egeN •xar N w (� • !' radiw -0 Maw al w. a.sAr, alert,;Magi " a•lan immediate Ng had, •rr .ant 0. a. wi imam or area; o hd •eaaawa a- an the awr garg.g IMII •eragri damages \`r' ••• Delaet a .iewf *am" r di mr- eM W taint• a.eesar ant Each, mMWMt w and, wirer e r r ma.oe da ea•.eYv to Ma, a, m• - - om"edit, mW and adWr tgdy.madn w raw i•.•• -_ _ _ _ __ ___ _ _-. - _ PLAN SECTION B B -_ METHOD OF TREATMENT IN MANHOLES _1 REFERENCE; STANDARD METHOD OF SHAPING MANHOLE 81 INLET INVERTS i vIRG1NIA OE PARTMEN'of TRANSPORTATION rOe;7iE:. METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE / BOX *I METER BOX COVER DNA. DNA. 3/4' 5/E' x3/4- (20 gpm) Ford Y502 18 in non --traffic Ford C32 traffic Ford C32H 1' S/8" x3/4' (20 gpm) Ford Y504 24 in Ford no. 30 monitor *2 cover W RML-12 top lid 1' 3/4- (30 gpm) Ford Y504 24 in Ford no. 30 monitor *2 cover W RM.-12 to lid 1' 1' (50 gpm) Ford Y504 24 in. Ford n it o 30 monitor *2 cover W/ RML-12 top lid- * 1. In non -traffic area -- 12' thick polyethelene plastic In traffic area - reinforced concrete with 3" thick wolls treated 2'x 4' with * 2. In traffic area - 3/4" x 30" stem plate with 22" dia. to�ainted blue centered opening and for coated both sides is to be placed between lid and reinforced concrete box meter cover set 2" above 1 /_ fin. grade prior 18" varies as required to sodding corporation stop 3" stone bedding 1� -21� meter by F C S A meter box surrounding box �j-� 3T deepT p �==-F' _angle -check volv 36"min. y withdrainvalve 45' 8"min. b llevy.k tJ I Ialve 1--_ type K copper tubing, continuous without JJoints from �woter main to meter ___ 2 ft - main 6" stone bedding --transition to meter METER SETTING PARTS line meter y°k0 on9le yoke angle check expansion / setting as required -curb do gutter size site ball valve valve wheel 3/4' 5/8"x3/4' Y502 BA94-223W HHCA94-323TD-G EC-23 t street --I I' 3/4' Y504 BA94--344W HHCA94-323TD -G EC-23 3' _ 1" 1' Y504 8A94-444W HHCA94--444TD-G EC-4 e�i H - 1 On to back of INSTALLATION NOTES. sidewalk I 1. Exact location of meter box assembly to be approved prior to installation. 2 Water service crossing street sholl be Y 1" type K encased in 2" dia SCH40 PVC or 61 ° copper ° SDR21 piping. The piping sholl run from 3/4- type K N toPP one foot beyond sidewalk, across the copper for � - street, to one fool beyond sidewalk single meter t' I Installation - - - , x3/a rryC DUAI METER INSTALLATION 5/8", 3/4" & 1" METER INSTALLATION Figure 5 AMENOMENI No 2 - APRIL 199/ SDR 35 spigot SDR 35 spigol by It by gaskeled SDR 21 gaskeled ) bell 45" bend bell adapter locator peg I 2 ei Ily ! l f t i I I•. + till It. =E� -III INi ,i I 3' minu7wm ~ j y SCH 40 I I solvent SDR 35 8"x 4- SDR 21 gasketuri I well cap gaskeled bell vi pipe and finings proped y brie A I tit• i i kA- fb" Loin C.Ovdr I � 11I I y ,S lt ilP r 0. 11i" ;Lra:.[#Ei lIt( treated 2"x 4' with l;+ - top 6" painted glider, I Ili I+I' NII i 4" pipe at 2 00% minimum grade GRAVITY SEWER SERVICE LATERAL Figure 15 ... V s,ia•m oawNgwlr ir'Gc r N s;..• . ah ows rrt•n� �• .�• •• •�• j b•mm.q <sMrlN bOaeW •ra•er•L rirrra«ee']0 midi �af�r'%'•'t re•sdw•+k' 4-•r rr -c«wa a•• i .enro, uwi•..7imaddi e•ir b rr r•.. - _41a, A�I-t , �--IM e•bW w., rlw.• • Cer - r�. a. r aw c .w p 1� r r :_� • ti « on \ r l� Law o egtr er , �� •.rr a ---- arw a.sea. cam wr A ----- commie. 6 u« PLAN -__a•o -__ t'� 4 • `." t 'I Tr ens cos. r •army,. "wit mar .r raslagn low. _ 6 tin. _ iYAr • 1-_ ... aaei. M b one y ryt o.e a,b ee -_ -A , ® SECTION B-e 17�I��c a - - T- .• •. ' site ,....... r �. ... e 1 �`,, ....... r• c4-s • co- • a,...y. a' ' __- - �.. _ EL'.VATK31: di' -7 w•• .�'".a. -° r� 1 W,� Da. n.•gn• ma A, aa.rr. ":.""e" �""..�. »L..«.� • o•» wee n ems. «iae•d M Dawn a .13 • 1. . 'i •M .,.'+con v ••.r•a.• ar a -- �� i G s A..n A«. ,.awre ..••. his. «Pros cw b �•,'b«�'�"g� ei „K�r. �,n lace b: ro. we ..ilcaw w. Y COt roan ys••. rw --_ ' �.E •.'>K? �m. r.wn «.own. M.•••r. oNln w[.w•• I. w. n _ r•l--t e•_- a. f. f rr •..rag•• r• .meow re e..., W mri e « : .«•r « •wa.w.--•-°-- - SECTION A -A r L .,r. ,n ~.: :~+ iM - •rrMr, ailFr y hi• rga.rF N rw, fir y ant ebM .ui N • - •" •� •�" M-11 di uKE nwn.1• rw•• „nit •.rrh s.r r M item •, nit .•idry qer " _�. r m• .., ..... r.. b ..... r aw ADJACW TO CUM dimramew,• a M ai•i,acl�•'-,amd.e a«coped W ll.t Of.lo� Min«".r• col. '••• Mi• •rMm .. ••mew. .we • c rr �... ri .. �. .. „iw. .. ,«s. MITNpu' OUTTaA ------ - •rmw...rwr..r.•�n... _ _ Sheet ,ol2 STANDARD CURB DROP INLET- 12"-30" PIPE MAXIMUM DEPTH (H)=8 Ei`REi vIRGMA OE PARTMEN' � G o 'it RATION 11 lQ 0 O Z C v WN -J N CL Q O W J Z � J � W � U - N_ Z Q CL C:) O F- Q t✓ / O Ildiddid- W N N U r� > O U Qw J ]C Z W H Udall > N in W C) W LAM, � O WCDV) = La W z�z3z � 3i= O � W � N U 0� a V 'n^l � O OR. O N � O N 0) (n 0) r N r Ln ' N In I 0 �° N m � C 0 L -C X 0 .0 � N Q O K) a ��PLTH OF D f ' 11MM 0. PAINTER a .No. 18260 A�.� G �s`sIONAL SURVEY: C. I.: RITCHIE N/A SURVEYS DRAWN: JOB N0. TGP 9809000 SCALE: DATE: AS SHOWN 05-24-9 SHEET: 6/6 VIRGINIA EMPLOYMENT COMMISSION 100 PREMIER PLACE Atr3BREb IATI®NS WINCHESTER, VIRGINIA 22602 PROJECT: VIRGINIA EMPLOYMENT COMMISSION ASSY. ASSEMBLY 2MFFI B.F. BASEMENT FLOOR PROPOSED OFFICE COMPLEX RG N A 'LOYM7'ON COMM SS ON BLK. BLOCK 100 PREMIER PLACEV WINCHESTER, VIRGINIA 22602 BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT OWNER/ K.D.G., L.C. DEVELOPER: 302 SOUTH BRADDOCK STREET, SUITE 100 BP BREAK POINT SOUTH WINCHESTER, VIRGINIA 22601 BSBD. BASEBOARD R P LA PR M CE (540) C�CG CURB �C GUTTER 7100 Contact: MR. TIMOTHY G. PAINTER CIP CAST IN PLACE CONCRETE CLIENT: VIRGINIA EMPLOYMENT COMMISSION CL CLASS COMMONWEALTH OF VIRGINIA CMF CONCRETE MONUMENT FOUND 703 E. MAIN STREET CPP CORRUGATED POLYETHYLENE PIPE V RG N RICHMOND, VIRGINIA 23219 - CMP CORRUGATED METAL PIPE W NCHQ A (804) 786-1237 &==R9 CMPA CORRUGATED METAL PIPE ARCH Contact: MR. RICHARD G. PARKINSON CO CLEAN OUT APPLICANT/ PAINTER - LEWIS, P.L.C. SR AL D SHAWNE M DIA. DIAMETER ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 DS DOWNSPOUT EOP EDGE OF PAVEMENT (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION PARCEL INFORMATION: FDC FIRE DEPARTMENT CONNECTION PIN: 64-((A))-9E FG FACE OF GUTTER (COUNW 0 V,RG NFH FIRE HYDRANT R C K A SITE AREA: 1 . so Acres F. L. S.ANE SIGN Ga. GAUGEFIRE ZONING: BUSINESS and INDUSTRIAL ZONING DISTRICT GM GAS METER B-2 GENERAL BUSINESS ZONING DISTRICT GV GAS VALVE PROPOSED USE: OFFICE COMPLEX HCR HANDICAP RAMP HB HOSE BIB CURRENT USE: VACANT HDR CURB 6' HEADER CURB ZONING REQUIREMENTS: HP HIGH POINT MITI afro - HTR. HEATER DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% e ` ° COVERAGE (BUILDINGS & DRIVE AREAS < 1.275 Ac.) t' IPF IRON PIPE FOUND FLOOR AREA/LOT AREA RATIO: (F.A.R.) </= 1.0 IPS IRON PIPE SET SETBACKS: CORNER LOT: INV INVERT FRONT: 50 Ft. (PRIMARY OR ARTERIAL HIGHWAY) LP LOW POINT FRONT: 35 Ft. (COLLECTOR OR MINOR STREETS) 0 LT. LIGHT REAR: 0 Ft. Q SIDE: 0 Ft. COUNTY OF FREDERICK MLP METAL LIGHT POLE a rMPD MULTI -PRODUCT DISPENSER BUILDING HEIGHT: 35 Ft. � MP METAL POST F.A.R.: 1.0 Ut MH MANHOLE N NDC NOSE DOWN CURB PARKING: N.P.S. NO PARKING SIGN OFFICE AREA: 1 SPACE PER 250 Sq. Ft. NRT NO RIGHT TURN PARKING REQUIRED: N.T.S. NOT TO SCALE OFFICE AREA: 8,783 Sq. Ft. /250 = 35.13 ->36 SPACES OHE OVERHEAD ELECTRIC TOTAL SPACES REQUIRED: ->36 SPACES OHT OVERHEAD TELEPHONE (TOTAL MUST INCLUDES TWO (2) PIV POST INDICATOR VALVE VAN -ACCESSIBLE HDCP SPACES) -SITE PL PROPERTY LINE LANDSCAPING AND PP POWER POLE SCREENING: B-2 DISTRICTS: NO BUFFERS REQUIRED PVMT PAVEMENT MH-1 DISTRICTS: 25' ACTIVE, 25' INACTIVE with FULL SCREEN ®� RCP REINFORCED CONCRETE PIPE �nira LANDSCAPING FOR PARKING LOT REQUIREMENTS RD ROOF DRAIN ROOa s RED. REDUCER PROPOSED DEVELOPMENT: OFFICE & MANUFACTURING FACILITY R.O. ROCK OUTCROP - BUILDING AREAS: SAN. SANITARY 8,783.11 Sq. Ft. OFFICE AREA - 1 STORY, HGT.: 35'-0" MAX. BLDG. HEIGHT STD. STANDARD FRONTAGE: CORNER LOT INDEX TO CITY/COUNTY LOCATION VICINITY MAP T.B.D. TO BE DEMOLISHED 382.22 Ft. 1" = 1000' T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED PARKING: 65 SPACES . TB THRUST BLOCK (4 HDCP ACCESSIBLE SPACES) TC TOP OF CURB LOT COVERAGE: BUILDING FOOTPRINT: 8,783 Sq. Ft. TEL. TELEPHONE (0.2016 Acres) TRB TELEPHONE RISER BOX PARKING/DRIVES: 27,622 Sq. F; . TVRB TELEVISION RISER BOX ® WALKS: (01,773 SgTeFt. 4 TYP TYPICAL (0.0407 Acres) �_ UGE UNDERGROUND ELECTRIC TOTAL AREA: 38,178 Sq. Ft. UGG UNDERGROUND GAS (0.8764 Acres) UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE F.A.R.: (8,783)/(1.50 x 43,560) = 0.1344 XFMR ELECTRIC TRANSFORMER OPEN SPACE: 27,162 Sq. Ft. (41.5%) WL WATERLINE (0.6236 Acres) WM WATER METER is D -Open Space considered to be all lawn and slope PROPOSED LOT 4A areas within the property boundaries. WPP WOOD POWER POLE D FRED L. CLA/ZE, /// dr WTP WOOD TELEPHONE POLE ✓ASBO, INC. PROPOSED LOT 5 WV WATER VALVE LANDSCAPING: PARKING AREAS: 1 Tree Per 40' Perimeter PREA9/619 PLACE, LOT 9 1.5000 Acres 5'R RADIUS IN FEET (614' Perimeter/40' = 15.35 Trees -> 15 Trees P/N NO.. 64-A-9 *00.00 PROPOSED SPOT ELEVATION Perimeter Screen Along R-O-W & Adjacent Properties PROPOSED OFFICE BUILDING 5% Interior Landscaping Islands D.B. 860, Pg. 821 X(00.00) EXISTING SPOT ELEVATION Proposed Parking Area: 27, 622 Sq. Ft. AREA: 8,783.11 Sq; Ft. LOT 3 O.B. 671, Pg. IJ4 HGHT.: 1 STORY, 35 Max. (27,622 x 5% = 1381 Sq. Ft.) HATCHING INDICATES REVERSED PITCH LOCATION: 100 PREMIER PLACE 1 Tree Per 10 Parking Spaces 4 ZONES' B-? WINCHESTER, VA. 22602 IN THE GUTTER PAN: PITCH TO BE VA. DENN/S E. LEE & (65 spaces/10 = 6.5 Trees -� 7 Trees) MARY JANE A11(ENS WILLIAMS USE.' VACANT F.F.= , 1 /8" PER FOOT. TRANSITION THE GUTTER PREMIER PLACE, LOT BON/TA D. LEE \ �� o o OVER A 10' LENGTH (TYP). PROVIDED: PERIMETER & PIN ND. 64-A-90 ` PIN NO.. 64-A-8 INTERIOR ISLANDS: 5 DOWNY SERVICEBERRY D.B. 87>, P 690 I i ', ; DB J90, P /64 'THORNLESS 9 ` 9 4 COMMON HONEYL.00UST 9 LEGACY SUGAR MAPLES ZONED.• 9-2 l• ® ZONED.• MH-1 4 Z ELKO V A USE.' COMA?ERC/AL �` ® I ® USE.• RESIDENTIAL 22 TREES LOT 2 C W #/ N ISLAND�R 5,115 Sq. Ft. FRED L. CLA/ZE, JR - - NZ50N TRUCKING COMPANY ZONING BUFFER: RESIDUAL TRUST P/N NO 64-A-7 B-2 to MH-1: 25' INACTIVE STRIP _ 2 5 ' ACTIVE STRIP PREMIER PLACE, LOT 2 _ _ D. B. .�89, Pg. 65.E FULL LANDSCAPE SCREEN: VIIGINIA EMPLOYMENT COMMISSION P/N N0. 64-A-9C __ � ZONED. M-? - 6' HIGH WOOD FENCE � - 3 ea. PLANTS / 10 LINEAR FEET Q B 86q Pg. 8?1 1 - 0 USE. TRUCKING TERMINAL BUFFER LENGTH: 166.64 Lin. Ft. . D.B. 671, Pg. 1J�4 LOT 1 `�, . D Length: 146.64 Lin. Ft. ®® P�,EMIE� PLACE D (Effective D D - 20' Reduction for Sight Distance) ZONED. B-? p ®� t STEVEN A. DuBRUELER (146.64 /10 x 3 = 43.99 -> 44 Plants) USE. COMMERC/AL PREM/ER PLACE, LOT 1 ` PROVIDED: EVERGREENS: 26 ORIENTAL ARBORVITAE ®� m ¶nT �T 1t �' LIST A IrIY ld PIN NO 64-A-9B / ` DECIDUOUS: 11 FLOWERING QUINCE BORDER FORSYTHIA D.B. 876, Pg. JJ6 SHT. 1 /6: COVER SHEET & GENERAL NOTES 14 , _ ZONED.' 9-2 TOTAL: 51 PLANTS \ - =_ Y---- SHT. 2/6: CONSTRUCTION NOTES and DETAILS USE- COMMERC/AL -_- __ SCREEN: 6' WOOD FENCE with FINISHED SIDE _ -SHT. 3/6: LAYOUT PLAN _ FACING ADJACENT PROPERTY _ - 1��]7�jr� �o grw �y p �+jj p� SHT. . �/�i3: SITE � �ll1.A�llN� PLAN �I�� �R®�.7ll®N ®G ZONING RW� 522 — - _ I " ` EXTERNOTESIOR ��� R®yP PIKE SEDIMENT CONTROL PLAN 1. EXTERIOR LIGHTING SHALL BE PROVIDED IN THE PARKING AREA AS INDICATED _ _ p }�T��v� p j[)j(j�T� ¶��AI�T ON THE LANDSCAPING PLAN. ALL LIGHTS SHALL BE SHOE -BOX STYLE POLE LIGHTS FINAL SITE PLAN Sllllrm. �/Ge: LANDSCAPING �® SHT. 6 ll,ral�l S A I PLAN WITH 20' POLES ILLUMINATING THE INTERIOR PARKING LOT. ALL LIGHTS SHALL APPIr OVER BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. LIGHT T 1�,/v T LAYOUT r �% 1Lll �r � ll ll�Y ®�1J ll 1� it '�a N UT PLAN c�.DY'"`/ 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED SHT. T 6l : MISCELLANEOUS PROFILES an ON THE PLAN. a - / 3. ONE OUTDOOR TRASH COLLECTOR IS PLANNED FOR THIS SITE LOCATED ADJACENT UTILITY DETAILS TO THE NORTHERLY PROPERTY LINE. gn�j 4. NO OUTDOOR STORAGE AREAS ARE NEEDED OR PROPOSED FOR THIS SITE. ��A.To4 ®� APPROVED GREDEMC K COUNTY, MUG�GMA AWP L PN T E RI L E� il o TIM G. PAINTER 5 .IMF f 2-J01 302 SOUTH 'n"aDD DOC K17 STUEET, SUT 200 ®�„ ® l2I 9 ZOG�M MM\1 �S�TOR ®G��CC 0 o a Wn NC�HESTC�G3s Vl H'ac�. �NOA 226 1 IVAL��� u (540)662����� SHEET: 1 6 FILE NO.: 9809000 HDCP SYMBOL (WHITE SOLID BLUE BACKGRO HANDICAP PARKING DETAIL N.T.S. -n- HANDICAP SIGN T- (PLACE BEHIND WALK 6' Min. or ON BUILDING) 10 T 10 NOTE: 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES, HANDICAP SIGN DETAIL N. T.S. PAVEMENT DETAILS N.T.S. ENTRANCE SECTION 1.5" 12.5A(SM-2A) BIT. CONC. SURFACE COURSE - 2" IM-1A BIT. CONC. BASE COURSE 6" 21-A ............. STONE BASE COMPACTED SUBGRADE - 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESET VED PARKING VAN ACCESSIBLE ENALTY $100-tZ5 TOW-AWAr ZONE PARKING FACILITY SECTION 2" SM-2AL BIT. CONCRETE SURFACE COURSE 6" 21-A STONE BASE COMPACTED SUBGRADE - NOTE: THE ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS. THE PARKING FACILITY PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AISLES & STALL AREAS. SIDEWALK DETAIL N.T.S. EXP. JNT MATERIAL 4 (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" CG-6 (Typ.) 4" CRUSHED STONE 4" TYPE "A" CONC. (3000 PSI) bx6xW1,4xW1,4 WWF (1.5" Min. CLEAR) DUMPSTER PAD DETAIL N.T.S. 10'W x 9'D (OR AS SHOWN ON PLANS) Slope: As Per Plan 6" STONE BEDDING �- 6" TYPE "A" CONE. (3000 PSI) 6x6xW2.%W2.9 WWF (2" Min. CLEAR) SIDEWALK DETAIL NTS EXP. JNT. MATERIAL 4 (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" REVERSE PITCH Slope: 1 /8": 1'-00 CG-6R (Typ.) 4" CRUSHED STONE 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) CONCRETE DITCH DETAIL N.T.S. NEENAH R-4991-HX SOLID TOP PERMA-GRIP SURFACE METAL FRAME & ANCHORS 6" CONCRETE TRENCH NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N T.S. 0.D + 24" -y I FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE CRUSHED AGGREGATE NOTE: 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION TA AT A 24" METAL PLATES SHALL BE 1 Tf� BOLTED TO CONCRETE BASE ° ID (V �- 36" ----{ TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER MAINS N.T S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE FENCE DETAIL N.T. S. 2x6 TOP RA 1x6 BOARD, FRONT & B� TOE NAIL E) W/ 2-8d N, (EA. RAIL) 8'-4x4 POS 2x6 BOTTOM ATTACH RAI W/ 3-10d t (EA. RAIL) 12" DIA. PO FILL W/CONI NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND THE GATES AND ENCLOSURES FOR THE DUMPSTER PADS. 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 1-800-257-7777 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 SHALI, 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 FIELD TOPOGRAPHIC SURVEY PROVIDED BY RITCHIE SURVEYS, INC. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AT A CONTOUR INTERVAL, OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED 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 REIOCATION 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 CONTROI. 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 PROSPERITY DRIVE R-O-W. 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 ALI, 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 SHALLBE 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 lb/1000 st). SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% RHODE ISLAND BENT 10 lb/Ac. 95% 65% K-31 TALL FESCUE 27 lb/Ac. 95% 65% ANNUAL RYEGRASS 9 lb/Ac. 98% 85% MULCH 1.5 to/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 lb/Ac. 10-10-10 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: I. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON THE VACANT LOT LOCATED ACROSS RTE. 522 AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH GRADING. 3. ALL BORROW FILI. MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALI. 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 TLIE GEO-TECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. 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. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. ALI, WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 6" DIA. FIRE MAIN AND 1-1/4" WATER SERVICE ASSY. SHALL BE INSTALLED AS SHOWN. (THE 1-1/4" DIAMETER LINE SHALL BE USED FOR THE FULL LENGTH OF THE SERVICE IN ACCORDANCE WITH THE MECHANICAL ENGINEER'S RECOMMENDATIONS AND DESIGN.) 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE I.,ATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. ,A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY SHALL MEET IASSE STANDARD No. 1015 OR No. 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING A REMOTE READOUT IS REQUIRED. 11. THE PROPOSED FIRE HYDRANT EXTENSION ALONG THE ENTRANCE SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 12. DISRUPTIONS IN SERVICE TO THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE MINIMIZED DURING THE CONSTRUCTION PROCESS OF THIS PROJECT. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED AND EXISTING STORM SEWER SYSTEMS AND OFF -SITE DETENTION FACILITY, AS DETAILED ON THE PLANS. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A V.D.O.T. 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 SYSTEM BY THE PROPOSED CURBS, DROP INLETS AND STORM SEWER PIPES, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE CURBING OR UNDERGROUND STORM SYSTEM AS INDICATED ON THE PLANS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND ON -SITE DRIVE AND PARKING AREAS SHALL, RECEIVE THE MINIMUMPAVEMENT 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 V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE. AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6 AND CG-6R. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. 3. HANIDICAP RAMPS (V.D.O.T. STANDARD CG-12) SHALL. BE INSTALLED AT THE ENTRANCE AS DIRECTED BY THE V.D.O.T. INSPECTOR. THE DETERMINATION OF THE NEED FOR THESE RAMPS SHALL BE DETERMINED BY A FIELD INSPECTION PERFORMED BY THE APPROPRIATE AUTHORITY HAVING JURISDICTION IN THIS AREA. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. LANDSCAPE NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT. 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 PLAIN. 3. VER:IFY 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 THAT 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. 9. 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 TREE TO STAKES WITH 09 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. 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 ALI, 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. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS 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, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND, VOSH RULES & 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 THE 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 & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO 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. V8. THE CONTRATOR 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 & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. PROFFER STATEMENT FOR REZONING Pursuant to Section 15.2-2296 Et. Seq , of the Code of Virginia, as amended, and the applicable provisions of the Frederick County Zoning Ordinance with respect to conditional rezoning, the undersigned applicant proffers that in the event that the Board of Supervisors of Frederick County shall approve Rezoning Application 0q-q9 for the rezoning of 11.2662+!- acres identified as PIN #64-((A))-9 and PIN #64-((A))-9A MI-f- I to B2, development of this particular 1 1.2662+/- acres will be in conformity with the terms and conditions set forth in this document These terms and conditions may be subsequently amended or revised by the owner of the property with permission from the Frederick County Board of Supervisors in accordance with Frederick County codes These proffers shall be binding on the owner and their legal successors or assigns PROFFERS The owner agrees to vacate the property boundary between the subject parcel and the adjoining parcel to the south (Tax Map 64-((A))-9F) in order to provide direct access to Premier Place 2 The owner agrees to enter into a cost sharing agreement with the Virginia Departmer-A of Transportation (VDOT) for the signalization of the intersection of Premier Place and Route 522 as regmred by VDOT Such agreement will be initiated and implemented by VDOT at their discretion t The owner will pay or will cause to be paid to the Treasurer of Frederick County the sum of $7,798.24 for impacts to Greenwood Fire and Rescue Service This sure will be paid upon subdivision of the property or receipt of a building permit from the Frederick County Inspections Department for the first building to be constnrcted on the subject parcel The conditions proffered above shall be binding on the heirs. executors, administrators, assigns, and successors in the interest of the owner In the event that the Frederick County Board of Supervisors grant thi$ rezoning and accepts these proffers, then these proffers shall apply to the land rezoned in addition to the other requirements of the Frederick County Code Submitted By Jasbo, Inc & Fred 1. (ilarze, III C rl��aG�.LI,2-� lT� Date STATE OF VIRGINIA, AT LARGE 999i{MX)WFR[il'9ib 1KK, To -Wit CITY OF WINCHESTER 6th April, The foregoing insfnnnent was acknowledged before me this _ - day of _ 1999 9 by Fred L. Glaize, ILI and James L. Bowman, President of Jasbo, Inc., a Virginia Corporation My commission expires on December 31, 2000 Notary Public ', J O Pr MJ,OeM J01N _ _ _ - - - - _--CrLOriLllon ' ----- -_ I --G v --I r=-6_ -_ RADIAL_ PLAN 1i ran. I?- CeweI L, E- �� I Wn I 6 0 i- 6 0 PrlM,feM CrWr„L r van - rr b T4-0. �rl j Pc roj.,ur�rw�Ml Un dj �777 f b Mw,n rc ," . fern slw,pt C If, r Je: �J rin �r PI, r31ra. 1 Cool Wy, xtN P INc. - C IYPCN NIf RRAlf RNYAL PL.N a ftyt USE IT APPLI M f TTR[F? COWN[C7pRT "D CDNN[RCAI 1 fr Ctlwar Cramp f rrRAKE T. 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CURB .RAMP Rr,te(dE (PERSONS wl!"H MOBILITY im11 M-f NT S) - -� vW_. 0(P.er.fe a rR,wsroR, toe Tlw n�M Mil- .?I . NMI W o Z J Z � 0 W p--r_ � v V) Z w 0 _J U c� z Q n Z 0 N (V V Q N Z V) CD UJ U N 0 U 4 Q > J 1 Z >_ W FX W C15 LLJ Z > 0 W/�� /V/�) V /� U of Q C1_ W O W W Q V Z z zap 3=LL_ W V) 0 O O n ^ ) 5 Q N � to �D 0) r, N � � - N in 41 I N N � � (D V).0 (,O CZA_�c C 0 U Q, O CD >` � d In -0 0 N C m W C O _I_-S -C � U 4) .. X O .0 LL Q �O\ a O�4�P�TH 1c,� TWTW G. PAINTER 9 No. 18260 SSIONAL li�cl SURVEY: C. I.: RITCHIE 2' SURVEYS, INC. DRAWN: JOB NO.: TGP 9809000 SCALE: DATE: 1 "=20.0' 05-24-99 SHEET: 2/6 E. GV F. H. / Ex, l l 2 CIO r W / 71 r Ex. l l r l Pole l i /2 w / � r 3 fkTOp'opfRTY �t e V4C4 tl)lvES W r r i N I" Fo ^l / PROPOSED LOT 4A / � `' / FRED L. GLA/ZE, /// & l o (r ✓ASBO, INC l4 / Ex. Son. MH Q I PREM/ER PLACE, L OT 9 r l Top=745.52 P/N NO.. 64-4-9 lln v. ln= 736.24 r j n v. Out = 736.24 09 960, Pg. 921 1 D. B. 671, 0q. / ZONED' 9-2 Q USE.' VACANT I Ex. Elec. NO2-37'33"W 126.42' Transformer - f I w Park ng ack Ex Son. MH r / 1 1 Top=740.55 / Ex. LOT 3 ?7 !--_--- _ /nv. 1n=735.84 Pole MARY ✓ANE A//(ENS W/LL/AMS l 4�' --- ---- - -' b Inv. Ou t = 735.84 I / PREM/ER PLACE, LOT 3 F 0 12 t 0'R \ X" Tonc, sae l �l / P/N NO 64-A-9,0 \ 10' )� e.R) 0. B. 971, Pg. 690 \ / / I- 9' -1 s" / ZONED.' 9-2 \ ro s1' USE' COMMERC/AL c?. i T 8 0 D^ 2 W m �1V CONC. DITCH �T�� 5' C� SEE DETAIL ON 39'R /� c 40'R ? 5', SHT. 2 a �►90,), / / /i R N p O `� C C/ I TRIP GENERATION: 0 5'R- ` S _ AP ON ! / VIRGINIA EMPLOYMENT COMMISSION 5'R 4 CONC. AL €x. C°nc s Propoed 100 PREMIER R, / PLACE WINCHESTER, V RGINIA 101x9' CONC. % OFFICE BUILDING \� 22' --}- 20 w �- N S BI 6 ith 6 ER PAD WOOD GENERAL OFFICE BUILDING: AO�� 20 -r,-. 4 EA 28'-4"0 � Ex. C V � ENCE ENCLOSURE PVC CONDUIT u, �----34.00 pROp OFFICE. 1000 SQ. FT, GROSS FLOOR AREA: (WEEKDAY) U'O L� ER1Y I 4' C NC. WALK Ln(T) _ (0.756(Ln(X)) + 3.765) X 8,783/1000 o• F�� I I w. C,� N DAY X. ec. D v / E. T = TRIPS/ = 8.78 Transformer �- , PROPOSED LOT 5 (TB.R.) X = 1000 SQ. FT. GROSS FLOOR AREA F5 1 Y 1 ea. STEP 1.5000 Acres Oxed TOTAL. `Oro � / Ln(T) _ (0.756(Ln(8.783) + 3.765 -> 233 11 TRIPS I LOT 2 0 ® 3 00 PROPOSED OFFICE BUILDING FRED L. GLA/ZE, ✓R �" o� �9 Z 1° �- 5'R O I o AREA: 8,783.1 1 Sq. Ft. `� / v 0 h m/o vj DENN/S E. LEE & j TOTAL -> 234 TRIPS/DAY (WEEKDAY) HGHT.: 1 STORY, 26.5' a RES/DUAL TRUST ?'� ICOz 0 LOCATION: 1D0 PREMIER PLACE a ` �o ,A BON/TA D. LEE / \ I a WINCHESTER, VA. 22602 0 / / • 0 v FENC (SERE P/N NO 64-A-9 I PREM/ER PLACE, LOT 2 Ex '' \ rn 1 v� a F.F.=739.00 (TB.R. Q T DETAIL SHT. 2) D,B' J90, Pg. 164 P/N NO 64-A-9C W 3� (0I D B. 860, logB21 `� W 12.00' 0. 12.00' CP (C;" ZOIV✓ED- MH-1 0. B. 671, P134 \ s �-� 5 R �`�" 1 �� �- �� RAMP P tY "� CO / �� USE RES/DENT/AL g o. l / / 5' Setback C W W/LSON ZONED. B-2 / k iP� �' � SE BIB 10' 12' 10' 40.33' C. 23� / �' D nv. Out=728.09 o Setback eck W/LSO1V TRUCK/NG COMPANY USE. COMMERC/AL / \ '� \ 01 40. 33" 112 67 4 "0 Inv. In= 731.85 r� / i n 4 0 Inv. 1n=73_J -7 "0 l P/N NO 64-A-7 NOTE: \ n� \ 5 R 8.50' 0 4' ONC. WALK SC 17 8 0 /nv.=731.18 /// ENTRANCE TO BE REMOVED \ ��' �6 4' ONC. WALK - -- -j- 2 �0) l l / I OB 389, Pg 653 AFTER CONSTRUCTION OF NEW \ ax 5'R 15 Prop. C��� e �p� / o• FL GPO S AP EX pE I ZONED.' M-2 • N p 20' o� SAD . USE' TRUMM TERM1NAL ENTRANCE & PARKING AREA. ® 1,� � `�. C, E U q C. N k Q � 0 1 1 � �. F.C.S.A. •Ii ? Sr0 CE-� � \ \ J A OR 2.834 5' C- { f' �---- AN I5. TI G ' OWSE / C - 6"0 GV 2'R � I AQ PROP. DI-3B, L=6 TRANSI ION N (TyP) Pro 6"0 PVC SDR-21 ox Aspnol TOP=736.00 \ 10' Parking - - f 15"� INV. OUT=731.00 Setback Z«Onve �`7/7or Inv. /n=�30.45 50 Po/e wv c � lnv. Out=724.22 LOT 1 ` F.L.S. Prop L. - I-9'-I 20' WATER_--_/ 6 x&x66 ee , ,W,; I _ J ' 1 Out=728.30 Ex, Son. MH -�,. 1F.H. yp.) ESMI 20• Ln a / 6"0 PVC STEVEN A. DuBRUELER To =735.29 a 4 �6"0 45' Ex w w o In . /n=728.97 Ex. WM 10 R & T.B. G y ire w w QB PROP. DI-3B, L=6 PREM/ER PLACE, LOT 1 0) (TB.R.)--�, N 149.00'-15",0 CP v, ?�� / TOP=736.00 P/N NO 64-A-9B Inv, Out=728.96 \ N. I, o - Prop. 28 Ex, -�� - 1 . 1 % Slo 15"0 INV. IN=728.75 -- I® �6 15"0 INV. OUT=728.50 P / �- STORM SEWER STRUCTURES D.B. 876, P9 �36 S05'41'15"E 1 N / / Ex -- - - AO PROP. DI-38, L=6 p' Ex. � T 0 -_ ----- A Ex. San. MH �O PO ZONED.' B-2 5.08 Guy it Ex. WY Ex. 3/4 "0 �•-- TOP=736.00 Ex. DI-3B N - - - r.B 6' WATER LINE Top 733,83 - TPP USE' COMMERC/AL ( opper water-- - 15"0 INV. OUT=731 .00 Top=734.12 �- 8 0 Inv. n=7 0 _T Ex. 730. � 15"0 Inv In=730.64 �- p Porkinq Setback Y C NT ACTO Inv. of 728.97 -�'� -- Ex. Contra/ Outlet Top=730.70 Pro C1 X._ Ex. DI-3B / / Top=72700 18"0 Inv. In=725.17\\ ePROP. DI-3B, L=6 \ Top0735,7 Pole SIGN s01•06T28 E 9214 Pole __ Top=730,99 8'0Inv. In=722.72 15"0 Inv. In=724.70 TOP=736.00 1�v. I _ - Ex. DI-3A 18"0 Inv. In=726.32 / 24"0 Inv. ln=724.78 36"0 Inv. Out=724.74 \\ 15"0 INV. IN=728.75 h 1 15"0 Inv. Out=7 .8 O� _� ___. r Ex. DI-3B Top=731.32 0 Inv. Out=726.31 18" 24"0 Inv. Out=724.71 42"0 Inv, Out=724.61 I \\ 15"0 INV. OUT=728.50 - 18"0 Inv. In=726.24 28"x45" Inv. Out=722.75 35'R -- - Prop.30.37'-15"0 T°p=732.12 18"0 Inv. Out=726.23 S0F401 118 "E rap Dl7 392 15' Shen. Gas Esmt. RCP ® 4.28% Ex. 15"0 Inv, In=726.72 4 D.B.802, P.200 GV 18"0 Inv. Out=726.95 15"0 Inv. In=72765 15' Potomac Edison Esmt. Prop. 15"0 INV. IN=727.20 \\ Ex. 01-28 S42 �622v 15"0 InOut=72780 D.B.843Grote= 729.90 .', P.719 I \\ 15"0 Inv. In=725,33 on. MH 15 "0 Inv. In= 725.29 I Top S73?,.47 I 15"0 Inv. Out=725. 14 ( 8"0 Inv. In=727.86 /� l Ex. Son. AMH 8"0 Inv. In-727.72 v Top- 734.13 I B" 0 Inv. Out=727 76 / W Inv. In=728.37 ROUTE Inv. Out - 728.39 W FRONT ROYAL PIKE Ex DI - 4B / Top=730.69 LOT DATA: m POSTED SPEED 45 MPH 28"x45" Inv. In=720.42 AREA = 65,340 SF (1.50 ACRES) I (VARIABLE WIDTH ROW) - - - 36"0 Inv, Out=720.49 Ex. PARKING = 65 SPACES INCL. 4 ADA SPACES Ex. I Pole EX. 6"0 WATER LINE GV BUILDING AREA = 8,783.11 SQ. FT. IEx. Ex.II P�{e_ GV GV GV Ex. FRED A & SANORA PECHT Ex. Pole - COL/N ORV/LLE BREEDEN P/N NO. 648-2- 3 F.H._ _ - D.B. 564, P 199 ROGER LEE HELSLEY P/N N0. 648-2-2 g ROGER L. & PHYLL/S A. HELSLEY ZONED.' B-1 ZONED. 9-1 P/N NO 648-2-1 I USE.- COMMERC/AL & /NOUSTRLAL P/N NO 64B-A-.31 USE' COMMERC/AL & /NDUSTR/AL II I I 30 0 30 D B. 96.3, Pg 916 D B 469, Pg 714 ( I I I �� ZONED.' 9-1 ZONED• 9-1 S c a l e 1 30 - -t I USE.' COMMERC/AL & /NDUSTR/AL�USE' COMMERC/AL & /NOUSTR/AL I I I CURVE TABLE CURVE ARC DELTA RADIUS TANGENT CHORD BEARING CHORD 1' ' 4" 4 4' 4'4 1 " 7 ' 32*107 7 7 1 _155.19 4.7 1 13 N 8 TO 7 C4 96.63 01'16 38 433 148.32 N01'S7 16 W 96.63 E z C) CL U N LL! C) al H- Q _O Cn N V Z W W W W ow _3 Q Li H- L� W C:j � 3i= U w N U 0 ' 0_ a_ V O a N N � 00 N d) LO "N I N N cD cD � d Cfl CO C Y Cn 00 0 U L_ It It 0 � In o v m � C 0 L -C N X o .- Q N Q 0 a Y. PAINTER 18260 �l �SSIONAL SURVEY: RITCHIE SURVEYS DRAWN: TGP SCALE: 1 "=30.0' SHEET: 3 I.: 2 JOB NO.: 9809000 DATE: 05-24-9 LOT 3 VARY JANE AIA'ENS { ZZIAMS PREY/£R PLACE, L 0T J P/N NO, 64-A-9,0 Z9.9 971, Pg, 690 ZONED.. 9-2 USE.' COVVERC/AL STORM SEWER STRUCTURES AQ PROP. DI-38, L=6 TOP=736.00 1 5"0 INV. OUT= 731 .00 QB PROP. DI-3B, L=6 TOP= 736.00 15"0 INV. IN=728.75 15"0 INV. OUT=728.50 Ex. Ex. GV F. H. ` Ex. (t� / B. 0. ' / r � r r r r m r , r r Ex. l / r / Pole / r / / r / r / 3� r �o ,j a W 4., PROPOSED LOT 4A FREO L. GLALZE, /// & 6 Ex. Son. MH PR£_#11_R PLACE, LOT 9 r }/ Top=745.52 P/N N0. 64-A-9 Iln v. In= 736.24 Yn v. out= 736. 2'4 D.B. 860, Pg. 921 r / 1 D. B. 671, Pg. 13� r ZONED.' 9-2 41 r / USE. VACANT NO 37'33"W 126.42' / Ex. Elec. onsformer 1 5' Parking Setback Ex. Son. MH r TO PS MU 40. , Top=740.55 / Ex. Inv. In= 735.84 Pole 40. _ ti Inv. Out=735.84 39. a 9.7 O� J 39. s A l �o ,I A^ ' GG �0 Q 9.2^^0� .0 ao TP O W'�Pfb CONC. DITCH 39 SEE ETAIL ON' 9.t Sij�6' F l 9.4 8 SHT. 2 8 I AJ EROSION & SEDIMENT CONTROL KEY Q g• TO PS MU � CONC. • _ 1 \ \ � � h 9.0 38. 9 ON _ _._ _ - _8.6+` 7 \ APRON AO 4 C + • 38.5 / Pr 9 s CON;PAe . 8.8 H 1 DUM PSTER �,9�• ° , �� Wlt s' o 0� 7T TO PS M o 00 0 0 0 _ _.--- 38.9 38. 4 EA 28•- ENCE EN OSURE _ O�OF PVC COND ..__7�rt� 38.9 4' ONCE._"WKCK, C.R+ .95 38.2 O `j E �oJ�s r former f PROPOSE OT 5 / (.B.R x. Metal ea. STEP 1.50 Acres hed \ P O TO PS U -1 LOT 2 h o ^' \'� z 1p ® 3 OPOSED OFFICE BUILDING v, o 0 - li 138 AREA: 8,783.1 1 Sq. Ft. 1� ^��' / OENNIS E LEE & FIE0 L. CLA/ZE, JR \ m c o 0 39.4 r HGHT.: 1 STORY, 26.5' RESIDUAL TRUST PREV/ER PLACE, L 0T 2 PIN NO. 64-A-9C D. B. 860,, Pg. 921 D B 671, Pg. IJ4 ZONED.' 9-2 USE.- COVVERC/AL :MPORARY STONE v00-0-.0.-0-.0;0;0;0;0;1INSTRUCTION°o°o°o°o°o°o°o°o°o LT FENCE SF X-- --x )F X ORM DRAIN IP LET PROTECTION )PSOILING T'Q TO _RMANENT SEEDING Q pS ULCHING MV MU - INSTALL CATTLE 0 o e � � �;, 39. cn I ` c�� •� , LOCATION: 100 PREMIER PLACE WINCHESTER, VA. 22602 0 � � •e% V BOr'1//TA D. WOOD '�; 6' p/N; NO6 FENCE(SEE LEE -A-B - � GUARD TRASH RACK IN CONST. ENTRANCE Ex % � F.F.=739.00 7.6 /�O � (TB.R. DETAIL SHT. 2) D.B. .�90 Pg. 164 •o Q4. HDCP •� � '"� r1j 'ES/DENT/AL 03 RAMP 8.0 .. •� �� SSetbock Parking .� C. W WLSON � O a � '10 osE 38 95 C.O. 37 EX oeok I v. our- 72 .0 W1L SON TRUCK/NC COMPANY � 38.0 S5 •: 4- CQN SC 4'0 v Inv. In=731.85 "o Inv.=731.18 ^ P/N NO.64-A-7 NOTE: � �_W CO K - 4' __WALK .17 / 0) , D.B. J89, Pg. 65.E ENTRANCE TO BE REMOVED AFTER CONSTRUCTION OF NEW �;1 . prrop"17 F GPOi S 37.l� AP ZONED. M-2 USE.' TRUCK/NG TERMINAL ENTRANCE & PARKING AREA. � i 7.1 F.C.S.A. ? ST ENC£ �� 3T • 36. -6 I BRICK O ,l? y AO PROP. DI-38, L= TOP=736.00 15"0 INV OUT-731 10' Parking-. � \ Setback - TRANSI ION Pro 6"0 PVC S -21 � 6"0 - - 50 . 6"x6"x6 GV ox Pole A�hoit Inv. In- 30.45 Inv O t= 0 - :j24. l v, Out pp LOT 1 - ATER T B• Ex. San. MH � F.L.S. F.H. TO P MU---•��- ESty1T. / � N 0 6 STEVEN A. DuBRUELER Top=735.29 4-6"0 45' x / w n- / lnv. In=728.97 Ex. WM ^ & T•8' 36 2 C y ire x 3 w ° 08 PROP. DI-36, L=6 PREM/ER PLACE, LOT 1 <Te.R. 36 Inv. out=728.9s \ .3 17 Prop. ? o TOP=736.00 149.00'-15"� RCP � P/N N0. 64-A-9B � IP A 1 l0 0 Z 15"0 INV. IN=728.7 rPP / \ --�- „ 15"0 INV. OUT=7 .50 -- OB 876, Pg .3.�6 505 41 15 E Ex. 36 Ex- - " Ex. Son. MH Ex.O Po -` ZONE' 9-2 5.08 � Guy it Ex.'0 ATER INE Top 733.83 w ---- - TPP -- _ � -"- - W' $ USE' COMVERC/AL Ex. DI-3B T.B. opper water To 734. 12 ( � Ex. DI- 4B P= pprkin Setbock TO PS MU _ 15"0 Inv. In=730.64 9 Y C NT ACTO Inv. ut 728.97 _ E -�3B Ex. Control Outlet Top=730.70 _ q �- _ _- - x. Dl- To=727.00 18"0 /nv. In=725.17% _ _ i� Ex �3 Ex. x 501'06 28 E 92�4 Pole _ _ x Top=730.99 8"0 Inv. In-722.72 15"0 Inv. In=724.70 Top= 517 Pole -- s..- Ex. DI-3A 18 0 Inv. ln=726.32 24"0 Inv. In=724.78 36"0 Inv. Out=724.74 \ 15 "0 - -� - _��- _ h 15"0 Inv. Out=7 .8 - �- - fx. b1-38 - Top=731.32 18" 0 Inv. Out=726.31 , / 24"0 Inv. Out=724.71 42"0 Inv. Out=724.61 Prop.30.37 -15"o Top=732.12 18"0 Inv. In=726.24 28"x45" Inv. Out=722.75 S05\\ 15' Shen. Gas Esmt. RCP ® 4.28% Ex. 15"0 Inv. In=726.72 18"0 Inv. Out=726.23 / / ' 9.88 „E Tx. D733 92 D.B.802. P.200 GV 8"0 Inv. Out=726.95 � .� 15'0 Inv. In=72765 15 Potomac Edison Esmt. 15"0 INV. IN=727.20 \\ Ex. DI - 29.90 - S42 04 14 15 0 Inv. Out=72780 D.8.843, P.719 / 15"0 Inv. In-725.3.3 26.22' 732 \\ 15"0Inv. In=725.29 �Ex. Son. MH / / 15"0 Inv. Out=725.14 Topa73�,4Z- I - 8-fnv. In=72786 2 Ex. Son. MH �j I 8"0Inv. In- 72772 v Top 734. 13 34 8 "0 Inv. Out= 727. 76 / I Inv. In = 728.37 ROUTE 5 3 /n v out = 728.39 FRONT ROYAL PIKE � Ex. DI- 48 LOT DATA: Top= 730.69 .o POSTED SPEED 45 MPH 28"x45" Inv. In=720.42 / AREA = 65,340 SF (1.50 ACRES) (VARIABLE WIDTH ROW) _ 36"0 Inv. our=720.49 Ex. PARKING - 65 SPACES INCL. 4 ADA SPACES Ex. I Pole EX. 6"0 WATER LINE GV BUILDING AREA - 8,783.11 SQ. FT. Ex. Ex. Ex..�FC� I P� I I r-//Y /V /. 09'C 'If J/ O.B. 469,, /0 714 VJE. GLINWIT(./fiL Q' //YL/(/J/rUfiL ""'-' """"^`-' ""'� " """""""'� I I Scale // /'"� 0 all D. B. 86., log. 916 ZONED. B-1 {J I} ZONED. 9-1 USE.' COMMERCIAL & INDUSTR/AL USE.• COMMERC/AL & /NDUSTR/AL I I 11 z U W Q 0 0 Z z g �o o� �Zo � � U O V W Z � V Q G � � W N � W � w J � � N z _O N � a � 0CD W 0 PtiTH OF � � T11�101`HY G. PAINTER a No. 18260 ONAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9809000 SCALE: DATE: SHEET: 4 /6 CURVE TABLE CURVE ARC DELTA RADIUS TANGENT CHORD BEARING CHORD 1 7 1'1 4' 4 155. 1 '1 276.35 79.70 N '4 4 1 1 47 1 1 N T 7 C4 96.63 01' 16 38 4335.04 48.32 N01'57 16 96.63 PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS 5 DOWNY AMELANCHIER 2"-2.5" NOTE L1 SERVICEBERRY ARBOREA CALIPER 4 HORNLESS COMMON GLEDITSIA 2"-2.5" NOTE L1 HONEYLOCUST RIANCANTHOS INERMIS CALIPER \ 9 LEGACY ACER SACCHARIUM "LEGACY" 2"-2.5" NOTE L1 SUGAR MAPLE CALIPER 4 ZELKOVA ZELKOVA SERRATA 2 -2.5 NOTE L1 CALIPER 26 ORIENTAL THUJA 4' TALL 5' 0. C. ARBORVITAE ORIENTALIS 11 FLOWERING CHAENOMELES 4' TALL 5' 0. C, QUINCE SPECIOSA 14 BORDER FORSYTHIA 4' TALL 4' 0. C. FORSYTHIA INTERMEDIA 32 ANDERSON TAXUS x MEDIA 3' TALL 4' 0. C. ANGLOJAP YEW ANDERSONII NOTE L1: CALIPER MEASURED 1' ABOVE GRADE LOT 3 MARY JANE A//(ENS l49LL/4IV5 PREM/ER PLACE, LOT 9 PIN N0. 64-A-90 ,9,9. 971, Pg. 690 ZONED.• 9-2 USE- COMMERC/AL if (r Ex. Son. MH Top= 745.52 'Inv. In=736.24 �In v. Out = 736, s LOT 2 FRED L. a4oc-,, ✓R RES/DUAL TRUST PREMIER PLACE, L 07- 2 P/N NO 64-A-9C 0 B 960,, Pg. B21 D. B. 671, Pg. IJ4 ZONED.- 9-2 USE- COMMERC/AL i Ex. Ex. GV F. H. djJ PROPOSED LOT 4A FRED L. GLA/ZE, /// & ✓ASBO, /NC. PREMIER PLACE, L 0T 9 PIN NO, 64-A-9 D. B 960,, Pg. 921 D. B. 671, Pg. IJ4 ZONED.• 9-2 NOTE: ' '\ ENTRANCE TO BE REMOVED AFTER CONSTRUCTION OF NEW ENTRANCE Sc PARKING AREA. ` \ LOT 1 STEVZ-N A. 0u9RUEL ER PREM/ER PLACE, L 07 1 P/N NO 64-A-99 A� PROP. DI-3B, L= TOP= 736.00 15"0 INV. OUT=731. Ex. Son. MH Top= 735.29 Inv. ln=728.97 Inv. Out=728.96 SHRUB PLANTING DETAIL N.T.S. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLED W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT (BALL. SCARIFY ROOTS ON POI BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT MULCHING OF A PREPARED ANNUA BED WITHIN A SHRUB B N. T. S. LAWN MULCHED SHRUB BED SHRUBS------_ PERENNIALS PREPARED BED WITH FINE BARK MULCH - MOUND PERENNIAL BED 2"-3" HIGHER THAN SURROUNDING BED. ® 4" DEPTH FINE HARDWOOD BARK MULCH TO BE MIN. NUGGETS, OR SIMILAR, PLACED 1� Ex. f / f / f / / Ex. ERENNIAL y}' Pole y />r f 3Q �o ty / r / / Ex. Pole / / / CONC. APRON 10 DENNIS E LEE & BON/TA D. LEE FENc (S�E P/N N0, 6 -A-B DETAIL SHT. 2) D.B. �90 Pg. 164 t ' v � ZONED.• MH-1 ' USE. ES/GENT/AL 5' Parking Setback peck 4"0 Inv. In=731.85 8 "0 In v = 731,18 NOTE: CONTRAC HYDROSE AREAS C OF THEIF COMPACTED MOUND TO TREE FROM SETTLING - UPRIGHT STAKES EXTEN FIRM BEARING REMOVE TOP 1/3 OF Al ROPE FROM ROOT BALL, f / //� I / / I Inv, In=t30. 45 TREE PLANTING DETAIL N.T.S. C. rY. wLSOV 4 SON TRUCK/NC COMPANY P/N NO 64-A-7 '0,9' ,389, Pg. 651 ZONEO.• 0-2 lISE.- TRUCKING TERM/NAL STORM SEWER STRUCTURES D.B. 876, Pg. J36 S05'41 15"E Ex "`"�" / �\ Ex.- _ _ - Ex. P A PROP, DI-36, L=6 ZONED. 9-2 5•08 Guy Wir _ v r Ex. San. MH wM I �_ OOP s • *� + # % 8 In v.3./83 7 0 _ TPP --� Ex. Dl- 4B TOP=736.00 Ex. DI-3B _ 15"0 INV. OUT=731.00 USE.' COMMERC/AL Top=734.12 - _ 15"0 Inv. ln=730.64 p Parking Setbock Y C TRACTO Inv. ut 728.97 - -- � Ex. Control Outlet Top=730.70 Ex. 36 �gA Ex. Pro G` 1 c� CT .� P Ex. 01-36 I f Top=72700 18"0 Inv. In=725. 17% Q PROPole . DI-3B, L=6 Top= ,517 Pole N SO1 *06 28' E 9Z1 Top=730,99 8"0 Inv. In=722.72 15"0 Inv. In=724.70 TOP=736.00 -- hoc 1__ p - -- _ -, r=_ L -- Ex. 01-3A 18"4 Inv. In=726.32 / I 24"0 Inv. ln=724,78 36"0 Inv. out=724.74 \\ 15"0 INV. IN=728.75 15 0 Inv. Out=7 .8 Ex. DI-.3B Top=731 32 18"0 Inv. Out=726.31 24"0 Inv. Out=724.71 42"0 Inv. Out=724.61 18"0 Inv ln=726.24 28"x45" lnv. Ouf=722.75 \\ 15"0 INV. OUT=728.50 --- --- c�. � Prop.30.37'- 1 5"0 Top=732. 12 18"0 Inv. out726,24 3 / �- v S05*41 ' 1 5„E 1 5' Shen. Gas Esmt. RCP ® 4.28% £x. 15"0 Inv. In=726.72 I Ex. DI-3B D.B.802, P.200 GV 8"0 Inv. Out=726.95 4 % 9 , 88 Top= 73J 92 , 15"0 Inv. In=72765 15' Potomac Edison Esmt. 1 5"0 INV. IN=727.20 \\ Ex. 01-28 / 4 2� 15"0lnv. Out=72780 D.6.843, P.719 Grote= 729.90 26.2\\ 15"0 Inv. In=725.33 '732 15 "0 Inv, In= 725.29 Ex. San. MH 15 Top= "0 Inv, Out= 725. 14 C n= � 8'0 Inv.v. ln= 727.86 � l Ex. Son. MH 8"0 Inv. In=727.72 Top= 734.13 RouZE'�4 5 I 8 "m Inv. out= 727 7s � Inv. In=728.37 0 Inv. Out=728.39 3 r20NT RYA. PIKE Ex. Dl-4B LOT DATA: m POSTED SPEED 45 MPH T8"x45".69 `OI (VARIABLE WIDTH ROW) - 2x45Inv, 1n=720.42 o AREA = 65,340 SF (1.50 ACRES) 36"0Inv. Out=720.49 Ex. PARKING = 65 SPACES INCL. 4 ADA SPACES Ex. I Pole IrIE cv BUILDING AREA 8,783.11 SQ. FT. Ex, s"d wATE_ Ex. _- Ex. - Ex. E G F'.�+'� GVCV Ex. �. - - -'�'�- FRED K. & SANDRA PECHT Ex. Pole _ P/N NO 949-2-J F.N. - COL/N ORl7/LLE BREEDEN R00ER LEE HELSLEY P/N NO.. 649-2-2 D.B. 564, Pg. 199 ROGER L. & PHYLL/S A. HELSLEY ZONED.- 9-1 ZONED.• 9-1 P/N N0. 64B-2-1 USE. • COMMERC/AL & INDUSTRIAL P/N NO 64B-A-,j1 USE COMMERC/AL Al /NDUSTR/AL CURVE TABLE CURVE ARC DELTA RADIUS ITANGENT CHORD BEARING CHORD 1 .7 1' 1 4" 4 4' 49,4( NO 4'4 '01 "W 7' 1 .19 '1 7 79,70 N '4 4 1 1 C3 234.78 68'59 00 195.00 133.98 N87'07 03 E 220.85 C4 96.63 01' 16 38 4335.04 48.32 NO 1'5 16 W 96.63 II II 30 0 II 30 D.B. 961 Pg. 916 O.B. 469 Pg. 714 Scale 1 " - 3 0 � t ZONED.• 9-1 ZONED.• 9-1 USE.- COMMERC/AL & INOUSTR/AL USE.- COMMERC/AL & INDUSTR/AL I I OI Z ZQ X W J O Z U � W Q U U �o Z O w J O z Q 0 Z Q tV U Z H � SUN 0> V Q J Y � a" Z 4 Z�0cr- W W W >N � W C) L5 CL � W Q N C C)W ^ = `Lj Z Z 3 Z - Q =o � LLJ U D O a - �A1"'T11 OF L VL 11MOTW G. PAINTER a No. 18260 �o �o� . ��w �SSIONAL S)G SURVEY: C. I': RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9809000 90 SCALE: DATE: 1 "= 30. 0' 05- 24- 9 SHEET: 5/6 STORM SEWER PROFILE SCALES- (H) 1 " =50.0' (V) 1 " = 5.0' B A * VERIFY DEPTH & LOCATIO14 IN FIELD 740 740 _ EXISTING GRADE_-__,. PROPOSED GRADE 735 -- w L _ _----- --- _ � --------__ __-_- 735 *-EX.730 _-- UGG 730 PROP_. 149900'-1-5'0_RCP ® 1 . 1 � SLOPE %------ 725 -- - -- - - - --- - - - - - -- -- - _ ___ - ---- -- - 725 PROP._ 30.3 '-_15"0 _RCP _ 4.28% S OPE I 'Sao m CD CD I --= • 0--- - - - �- �� 0_ -- - - --- txllry� i-Lna a ---=v p Vo -------------- ----.-__-__---- - - © o- - --- --- _ X rl- (D N r - 0D II cD t` ni � II r- II O 00 r, II II cD II O ?rzOZ IIZO IIO o + a>>> 0 Z Z Z + a>> 0 Z Z °r\' + a> O Z 10+00 11 +00 12+00 FEATURES ,. HOUSING - Rugged die cast soil corner aluminum housing with 0 12' nominal wall thickness Extruded 4' soft corner arm for pate or wait mounting Is clan Bard Soh Square Cutoff Lighting DOOR FRAMEcast I door home is nnpget ,erns tarn tempered glass lens which is /ally, gaslelae temp- -Die glass KAD 400M with One piece tubular silicate OPTICS Anodized aluminum hydrotormed,'se irsomed re8ectcr Four IES cutoff distributions avarloble Typo 4DOW META'_ "AL�D' it (asymmetric). Type l8 iasymmetricl Type IV (for. I 20 to 3s Mounnny ward tNwvi. Type V ts4 o,#; � ELECTRICAL SYSTEM - Conslant wattage suspinns former 1204E stoning) Ballast is capper wound and _ 1001E factory tested FL FINISH - Dark bronze (DDBI non-TGIC polyester pow de, finish is standard with other architectural cobra wadable SOCKET - Porcelain horizontal posawn-orienled mo ! OFF I�OI lit• UIP gut base socket with copper alloy nickel -plated C� I V r r • screw shell and center contact UL listed 1500W __ -T 600Y Standard d�rTronslons ISTING --- Ul 1572 listed for wet locations CSA tern EPA 12hi ]IK ()ticm! tied (see options) Weight 41 h. (186 kgl - Length 171/7,lMScml Width 171/7'144 S cmI st 17-ur � ------------- 0.00, 7. 1/11'VII Coll h0tcml IM9cw1 --- --- ORDERING INFORMATION FxamDle KAD MOM 120 SPD04 SF BOB Ch- loss b.Id•1• -log rw,r,«,dpm• In.. b•M wit. yn'n n••o• .oa �I wee• r, m tin• •np,owr•i• M•"k BAD 400M 3 S P b U A f Seel Voltage Mounting ---- Options _- - KAO 4MM Ire SPD04 SQua,, pole ff arm] lsUndard, Shipped lessen M Rrnwe A.hiloctwel Cole. IDawda holm 201 SPD09 Svuue pole fIl stmP, SF Smgfe lure 1120. 277 3471r staedwd colors _ ! --- z1D apoa Ravna polls fr .,mil Distribution not av YI.M• with TBi DDB :lark boot. I,tanda,d' onudelusef20e. 240 WV ' ( 777 RPDM Round Dale 19" a,mP' DF OWN mo, IC IFS fvpe 11 osymmeb'c 317 vYWD01 Wood pdr a wait 14 uml not arnlsde wish TP I Oft Block PER NEMA fwlock � acts III Its hope fit a,ymmebn' 4" Wyl Wood le or wait lY srmP' Pole el...ic colon only Imo pho txontloll oll M IES Npe lv 1-od throw' TB; W9004 Wall backet 11'srml ram Gurora"ol.ke srnem()SOW DIN Medium biome IRS [IS typ.V,qua,r UArs IWlvnadernp KMADADr11 maxenum.l.mpnotrod d.dl DNA Nam,al dumrrym sMpp•d npwsfeh CSA CSA- I,beled It, US,bpmen, to OSS sendsfon. KMA Mast - Irdsor.• Caned. DGC Ch-lusi or. "I I- is-fl.p bit, AJ So' I" forma' to, non OTO Tenon green p.I._csopoc, iR2 R3. RSSP DBR Br hi DAO1X 0<pree Arm IPob � 'g ed moped gparel.ly' DS8 Steal blue DAD1Iw o.pree Arm IW.0 ►El NEMA eidso lock PF 1120. toe 24OV1 ►EI NEMA wart Iock PF 1347V ►E4 NEMA rwrst lock PE 14C" ►E7 NEMA wit lack PE (777V'' Its House side shield 1113, R4 onhri -_. Accessories Tenon Mounting Shpflner KADV9 Vandal guard n,9« .. •loss,«• w•Ioo ^"me« KADWG W,n gw,d Nunw»r or mnur•, Yn1fs Tenon 0 D _ one Twofill Two0S0• Th,ee0120' Three090• Four090' "wtr va tnwa a.suw 7 w.,a•w 1 3011 TTs-1" T71 iM I'm -ZM TAM, Tie Ill TN.4M hiss.pmen ool.a.7so.7nvf Is MOplp,NWOMwArwa•OrM. Y.• 77/1' T2S-1M T2S-Ill T25Sg' T2S Ile TIS Ill' T2S-M' past. • ....na.n pe enwy.d •e • 70' 4,1esg reiWn 1- T3a-1gg Tug -ill TIF Sit' TV >Zg flit 1N' TWIM, .An N .0-d fie -.1- c ..w,1•e'.11.1 to?e Clio. w«Mrn•a S Ade•.onp r1n.y, rep Co., wse•rs so.... ,r• bxn,e• ' M.m... •e DIA IA L/THON/A L/GHT/NG ARCHrrECTURAL OUTDOOR LIGHTING KAD M4 Square Straight Steel Anchor Base Pole ORDERING SEQUENCE CATALOG NUMBER PDLE TYPE [SSS] Zv 4-(. Drl t1 LTL T- SHAFl TYPE I _L- I o►T1DNs NOMINAI MOUNTING I (see back page) HEIGHT 10-40 FT see bats pagel NOMINAL SHAFT BASE SIZE FINISH --+ AND WALL THICKNESS (see back page% Designation Description Architectural Colors Polyester Powder FIXTURE MOUNTING METHOp _J One Dark Bronze (standard) J ONE Dark @•ante 11 DESIGNATION DESCRIPTION J OMB Medium Bronze TENON MOUNTING J DNA Natural Aluminum J PT ' Open Top 7 DWH White J T20 2 3/8. 0 D (2' NPS) -1 DBL Black J T25 2 718. 0 D (2-112• NPS) J DBR Bright Red J T303 112 0.0 13- NPS) J DGC Charcoal Gray J T35' 4' OA (3.1,12' NPS) J DSO Steal Blue I OSS Sandstone DRILL MOUNTING FIXTURESi pTG Tennis Green J DM19 1 I at 90• J OM28 2 at 180' OM28 Pt ' 2 at 180• wan one siae atugge j OM29 2 at 90' J OM39 ' 3 at 90' J 0110149 ' 4 at 90• SSS 5" 6 6" SHAFT SSS 4" SHAFT A 1 J Y I I f� Ij I i Y _ � , ♦ I l 'C' L_ i Shall Bop Bon Base Accra, warehouse template Suit Grck proftch0^ Square BoN AnMor Ban Number At Base A a C Desenpbw description 41C a t?' 17' 2-3/4'_4' 9' ABSSS 4C All 18 0 PJ50 4'G 9 J2 3/4' -4004 ' a' ASSS" 4G A930 D nJ50004 5' 10' 12- 334'-4- 11' ABSSS 5 AM 0 PJ50010 6" 11-13- 3 IIA' A 12 117' ABSSS 6 A936.1 PJ5dd I NOTE. Factory suypi edd Iemplates nrosi I» veld ww se",ng ancho, boris L e ooia we not accept claim for'nce'lecl Anchorage mue,nerlt due 10 fanvre 10 use III lernptak Kos series luminaires writ 141' ;qWr! p'xet awe 1 3 117 and C lenons available on 5- and 6- shard dole 1 7rdl lifiltesn ,s for I mMnu Arrhde.luraf G~f Iw urn unless speerfIed olhe-W concrete pad V-6" sq. x 6" deep screw type adjustable valve box r locator peg thrust block valve megalug to main megalu( WATERLINE PROFILE SCALES: (H) 1" =50.0' (V) 1' = 5.0' 740 PROPOSED GRADE ------------ 740 - -� -_ - EXISTING GRADE- -__- __---____- ._---__-�- _-- ----- --- 735 - _ __ __ �� _-.-_ _-- ---______ ___--_ _- __--__-__-- _ �--_______ 735 730 - __- 6 MIN. EEG.._.- 730 COVER-- _ _._.�. - - --_-- 725 _-_ __ __-_--- PROP. SDI- 6"0_ PVC 1 WM _�__ -- - -- --- 725 ----____------- --_--_- ------ -------- Z 2 x - ---- - --u . a C F -- - CD : w I ------- -- -- 2 a. fY Q. II O O 0 + p � L.L.I M m C) °- , o II ►n 0) o + -- 10+00 11 +00 12+00 SSS SOUARE STRAIGHT STEEL 10' to 40' Mounting SPECIFICATIONS SHAFT -- Minimum wefdab(e-grade (AI A- SM Grade 8) hot rolled cornmermal-quality carbon steel tubing with a minimum yield of 16.000 psi Uniform wall thickness of 120- Of 1818' Shafts are one-Dwre with a IongduMmal electric resistance weld Uniformly square inn cross section with flat sides small corner 'ado and ercellent torsional qualities Available shall widths are a 5 and 6 inches ANCHOR BASE -- Fabricated from hot lolled carbon steel plate that meels or exceeds a minimum yield strength of 36 000 psi The anchdr base Is provided wrath round holes on 4' slotted holes on 5' and 6 poles HANDHOLE -- A rectangular reinforced handhole rem having nominal dimensions oil 3 , 5- for all shafts included is a steel cosier will,. attachment screws GROUNDING - A nut holder located immediately inside the handhote rem and is provided with a t?' r 13 UNC ground boa and nut ANCHOR BOLTS Top 12' garvan)ted per ASTM A 153 Me& of 3/4' or r diameter st"i rod having a minimum yield strength of 50 ODD of, HARDWARE - Fasteners are highstrength galvanized, 7111CDialect or stainless steel TOP CAP -- Weatherproof hgh-strength plastic cap is standard FINISHES - Dark bronze polyester powder finish 1008) is standard Optional painted finishes available BASE COVER - Automotive grade ABS plastic full cover finished to match pole NOTE if pates are stored outside. protective wrapping paper and cardboard must be removed immediately 10 prevent finish damage '. L /THON/A Af7CN/TECTUAAL OUTDOOR 8"x 8"x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILI_L*ANATION OFF -SITE 3' Min 3/4"06' THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO, REO'D PER STNO MANU. PROPOs47D ('Wkn 8 Go a 24" CIA -� REBAR- 3 MIN CLEAR ?E TE (3000 Psi) %5 REBAR O 8 CC EACH WAY R ;1 cast uon cleallcut cap with brass plug having a countersunk square head Panella Model PA4SV CSK W) Panella Model PA6SV CSK (6' lsquare concrete skid pad 20"x 20"x 12" deep I I i i 1 aggregate base ( depth 3" ) clie anout pipe sandary SUR 21 sewer main f Wye 45• bend �r "T3' yS ti}iti� }t�}•t iz3zY't#7iYr>»1 LeatdyT c 1 If 3!;. ti;,tLf.;jtisC"s fl, aiIt±n:S:�:L.Ltf:+:�t y Al "R, tSs± 6" stone bedding NOTE Where length of service lateral to exceeds 75' a eleartiout assembly shall be furnished at the property line SEWER CLEANOUT Figure 17 -_ _concrete thrust block rim as O 6" dia schedule 40 3' steel pipe titled with T concrete and painted T yellow O� O 18' dia V-6' ConCrele encasement L3 BOLLARD DETAIL direction of selling to be 44)(ovecd prior to Installation rl ii - - as r cared concrete pad 1' 6" sq x 6' deep I t_ 2' iron 6" max. I ?I; screw type adjustable stone to be minimum valve box of 6" above top of base locates peg .Ak megaltlgs s 1' e mechanical found swivel tee with 6" twanch FIRE HYDRANT ASSEMBLY Figure 9 it ,fly__ r_. a'awrn- • n,•Wry Mir f-I J. .a. ewaxn 6uiarn wA err. a miss« . era• wave a t.,. ,ndl.k. tre0 wr, sane De"'V nP i vc :l 7rJ ME WYE_ QR PLUa In asu of ward hompli p 00 MV may in wralpod .0 •denWr hand ---@Dn pdyN.Wrol. and Ins griarsb poured b a.mpill.le siero id TO- . i r inn koi lit- wW pnYr par. he ft% fire stiakW u asewb.d ada. Th. beork,e dirnelYlO1M -U' . I a' nor, fa 12' I.. 20' firp• against u„asa/tAd soli Jra remain es e1Awn ses dent b4arw for A. if G dunrlYnn. CONCRETE DIMENSIONS FOR HORIZONTAL TWW BLOCKS tallla OhL Pkga• Wyea 6 - - Tee. I1 1/4• and 22 firr p• Wild /0' A - v-r I 0'-tr 1'-r 0'-r 9.4. w-ell i,-r I firrer I -r t 2 t_-ire a-r ir`r try a•r r=r_ tit- 1' -r s- r or-Ir 1-.3 1- _ _$k. Ir I'-r 1'-0• 2`4r V-r 1-9. V4' r 0• 1--(r 3�0e 14• 1r r-r 1'4r Fr t*4r _r 0' r-r 1'a' 1�0" vv 1'0. 1_r r-r r-r r-r ter V-r 1'•0' 4`4r Ir r4' I1'J' Sir I'4r 1'-r r-r r-0" 11•r 4.4M 20• r11• P•r 4' -w I'-r 141" ' r-r r-r Yi• r- - 11.114• TEiRUgo=HFpiQg grr. more over, Wry]. e.t embedded on caxuels grual abaa Lff� fIG ARan ci2t ba_13L2111i Ektl4 idea a IESS s 2 30' • 2P e 2 36• Ceiilsttae �� B FfTTIN VOLUME OF THRUST BLOCK L f -I` t- I--w-1 r 13 2.3 THRUST BLOCKS FOR VERTICAL 10' 1.8 3.7 UP BENDS SHALL BE THE SAME 12 - 1.2 28 6.6 AS FOR 14 NiIZONTAL BENDS. 114• 0.6 1.7 3.9 7.6 16" 0.9 2.3 5 1 - t e' 7 4 3.2 6.3 20• 22 4.6 78 CONCRETE THRUST BLOCKING Figure 2 is -I I NOTES snppwq o• 'lunar• x •,y p.• w ecca�eac• wr• r I. epp,r 1 ",o•• ury ,inn v cdi.a •'err, n, .n• . ., rI ,less a anon v abooci.w. ••u.vc,,,.• I sisr'p• , wep rep 4 y A i•rwo .y mw,.scwd M •®ra•rrc• urn ip1,1oW ,sw,ewC r eMeyi sreei,e TM •ie•r1 wra.•V w.MeoO //// = -� .. ,r •, n•a' no is alossi d O psnlwd C_ C_ w mdwmwg so/' Cos A 3., c.A cl-oov ths, let a me.w wer4ao. ^y7 N se 4- B b In apiy.b old Aewe p wwr.. basso lint., pvr' cOr,tre,.. v bes.n Anasy solos, hisWWI a ." .aoNn r `'• ' �y-! p nand rpa s•„a ill- p sr Miss- -1,Visoo .«r,on ••o.eea . � - a.- err -1 eyp•y w ....i, ry,.a ere . sors.y pieees.s ws, � • • • , EdrT mpryy or pap fie« r Ywpso'nerr4-ft ,Y sow a, w -- -" nrlrlul•r ear rwO oMrr rglfyrgepn Ora ,ia Wye PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES IeFE4NCE:, STANDARD METHOD OF SHAPING MANHOLE R INLET INVERTS ARGINIA DEPARTMEN` TRANSPORTATION IOF.pB METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE li BOX *I METER BOX COVER DU. DU. 3/4' 5/8" x3/4" (20 gpm) Ford Y502 18 in non -traffic Ford C32 traffic ford C32H 1" 5/8" x3/4" (20 gpm) Ford Y504 24 in Ford no. 30 monitor *2 cover W1 RML -12 top lid 1" 3/4" (30 gprn) Ford Y504 24 in. Ford no. 30 monitor *2 cover W RML--12 to lid 1' 1 (50 gpm) Ford Y50{ 24 in. Ford no. 30 monitor * 2 cover W/ RML-12 lop lid__ * 1 In non -traffic area -- 12' thick polyelhelene plastic In traffic area - reinforced concrete with 3" thick wolfs _treated 2"x 4' with * 2 In traffic area - 3/4" x 30• steel plate with 22" diatope panted blue] centered opening and tar coated both sides is to be placed between lid and reinforced concrete box meter cover set 2" above fin. grade prior 18" vorisa-os required -_ to sodding corporation If][;3 slop 3" stone bedding -- -meter Dox surrounding box 30" deep k VOW 36"min. thledrainc valve8--1hJ 7 type K capper tubing, continuous without oink from ,water main to meter main METER SETTING PARTS line size meter size yoke ongie yoke boll valve angle check vulva sxponaion wheel 3/4' 5/lrx3/4• Y502 BA94-223W HHCA94- 323TD-G EC-23 1' 3/4• Y504 BA94--344W HHCA94--323TD-G EC-23 I. 1" Y504 BA94-444W HHCA94-444TD--G EC-4 6" stone bedding transition to meter i selling as required ( curt) Ac gutter I street 1 to back of K INSTALLATION NOTES. _ sidewalk 1 Exact location of meter box ussembly - - - - - to be approved prior to installation. 2. Water service crossing street shall be ,r 1" type K encased in 2" dia. SCH40 PVC or M o 3 :;upper SDR21 piping. The piping stroll run from 3j4" ITK one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk single meter v - - 1"x3/4" wye installation -- DUAL METER INSTALLATION 5/8", 3/4" & 1" METER INSTALLATION Figure 5 A AA G-NI sAA f:NI NI1 '7 - APRII IUV k SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed l bell 45' bend bell adapter I 2' locator peg ., \ •i;::F•. °•:kf •.7 i., •: i ;t;i:;?ICI:•'til.,l' •�'° ,lino 3' milounum ~ I SCH 40 1 1 solvent SDR 35 8"x 4- SDR 21 gaskalwl I weld cap gasketed bell wye pipe and fittings W�nY une 18' if I I36' nun (:over i isfill?(f!"r Ii�., Ali` I i treated 2'x 4' with 7, top 6" painted green h if X 4" pipe at 2 00 i i minimum grade GRAVITY SEWER SERVICE LATERAL Figure 15 ).: _ 3c=� ... a s+p•w:,o.r.epArw i:' u r •. •e1w .' a »Air p• ------------ ai- Assis s'. o mWlrlis 1r,rr.i. ,e pe•W .pins 1 •"� " .awa. .rwEwe, ,••. tiled. swY• w sloe .1p. I AFr w mere •' w ,r.e a ce. 171✓ . see is z ,• --- '� � rr .-ere. • �fi ., 1-6 .. `� � III -..•��..--{{��..••..••}��}-- �'� ��. w..ro-..o-.r._ It "M otTA," toll, .. I d stow D ..ere ,wr rw J I ... -AN 6 .M. 1r, r.a w. Y1a,Mn ".wt' ur .. r.•My'. p.•, - ,^ era` - un T r ea' Ape .,rt oft r cvd OM M,.r - - afire r r1 o SE^.TON B B - e -- '- +.... ur. e.' ... p - .y, .ire...•,. -awn -awe 6 1. 1 ✓� - Y.�.,�p.••y. '4 lw• • rrn •1,« ew r •... •w C / leer r CF3 • cc • !,•lire i � •1• uwnr« CRW ELEVATION 7I. a Mw ... wit sr ,�' „e'• �-�-%`- .... CG-: • , - s - - • Ys'•+rrrsw •reel sr.< 4 ' c , .rF mr err Id. ell • ipne min fie apM � n i��, • .w•wr Ass' •n� Min .r,W n .".,•Olio, sr.' -„yam "a.r1 ,..r.. s'«.r< w«. nine. « <.,.'",.we ....arr.r. >•••"' e1•"a„o v m.rq p.ww • w prr,cws Tw •'•"•"�" > •r.w.•a pr _ � • e.,..• «« .^•,ry 1ss o- .rn,ese .+.sit. sc a. sp ,rvcM. ..... c os r.cn. iu.r. s w s`, �•.:•a o'w%r c +�er'..s... w.." " .a, a r.,«.,. o.r„ .r1,.r.. ,.... r. . �-- e-� -. , . - « ee.i�,• ••4 eWnilw• lien ewer .r gyp all a .w p lion.«• __.�yt__,_ Or3C,SECTION A -A ---- - ----.. . sots ::• �. reel."•. - r- : M '"' ae•.Atp ,A•e «tit •pAwr w situ �, W an ill phi, .., M •"„ • • . w .e r�r. D[ 1.4. e,t. YUD -1 1-No rn•• « nr union ern a w. hip s' rM anrcw. we•',.- __ • - .., " - - or - w"p" ADr1ACVC TD cum .,wwn.r,.>.wpp..ma.py•y..leepr.e-sc,-nit rrr..d.T•M,.,., .•114a• w,T.ts •"e' pwy+"MO T N tern ro_re aw relic coMrnen• •. w .•r, . w ., . .. w , •..,r. STANDARD CURB DROP INLET °^•I 12'-30" PIPE MAXIMUM DEPTH (H)r6' U=°`HEi°`( vIPG1NIA � Q)EPARTMEN' `I•'. `- THANSpaRTATION 11 Z O 1- U LQ I I O Q 0 0 v W J N J O Q (a. Q tn W Z �.. J LLJ W V N z a N N V Z N o V W V) M N C.0 G O Vw � Z Q V ~ Z Z � W W W W _ >ks._ V ILJ LAJ CL CL W W W L` O W C `W Q V Z FL:� 3=O Q w _ N U 7 Ch a V Q a N � O N Q� r N r Ln N Ln N N N LQO (n .� C i. U 'CY, O O O _U > tf) \� L. >C ✓ Q) inC 0 -I-L -C +' 0 a .. 0 C N X .- U) F- La N Q o a ��PLTH OF G f c) YL407W G. PAINTER No. 18260 ONALG S U RVEY: C. I.: RITCHIE N/A SURVEYS DRAWN: JOB NO,: TGP 9809000 SCALE: DATE: AS SHOWN 05-24-9 SHEET: 6/6