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Home My WebLink About07-02 Capital Meats, Inc. - Back Creek - Backfilea CAPITAL MEATS, INC. PROPOSED OFFICE FACILITY 3908 VALLEY PIKE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT: CAPITAL MEATS, INC. PROPOSED OFFICE FACILITY & SITE IMPROVEMENTS 3908 VALLEY PIKE WINCHESTER, VIRGINIA 29602 OWNERS: CANKAYA J. AKKUS & CAVIDAN AKKUS PARCEL: 75-A-4A 627 AYLOR ROAD STEPHENS CITY, VIRGINIA 22d55 (540) 869-2460 Contact: MR. JOHN AKKUS BILLY G. FLETCHER & SANDRA H. FLETCHER PARCEL: 75-A-4 3900 VALLEY PIKE WINCHESTER, VIRGINIA 22602 DEVELOPER: CAPITAL MEATS, INC. P. 0. BOX 1210 STEPHENNS CITY, VIRGINIA 22655 (540) 869-4357 Contact: M.R. SCOTT A. McMICHAEL SURVEYOR: PAINTER-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: MR. ELLIOTT RITCHIE APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION' PIN: 75-((A))-4 FLETCHER PARCEL 75-((A))-4A AKKUS PARCEL SITE AREA: 75-((A))-4 27,500 Sq. Ft. (0.6313 Acres) 75-((A))-4.A 13,750 Sq. Ft. (0.3157 Acres) TOTAL AREA: 41,250 Sq. Ft. (0.9470 Acres) THESE PARCELS ARE TO BE COMBINED INTO ONE PARCEL. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICTS PARCEL ZONING: SECTION B: B-2, BUSINESS GENERAL DISTRICT PROPOSED USE: RETAIL FOOD SERVICE OFFICE FACILITY CURRENT USE: RETAIL FOOD SERVICE OFFICE FACILITY ZONING REQUIREMENTS: PROPOSED USE: RETAIL FOOD SERVICE OFFICE FACILITY SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 50 Ft. 59.87 Ft. SIDE: 0 Ft. 9.09 Ft. REAR: 0 Ft. 136.72 Ft. BUILDING HEIGHT: PRINCIPAL: 35 Ft. DENSITY: OPEN SPACE: 15% MINIMUM = 0.1420 Ac.) PARKING REQUIREMENT: RETAIL: 1 SPACE PER 200 Sq. Ft. of Floor Area And WAREHOUSES/ 1 SPACE PER EMPLOYEE CONSTRUCTION STORAGE PARKING REQUIRED: OFFICE AREA: OFFICE AREAS: 4,453 Sq. Ft. FOOTPRINT 4,453 Sq. Ft./200 Sq. Ft.= 22.27 => 23 Spaces 1 HDCP ACCESSIBLE SPACE TOTAL: 23 Spaces PARKING SPACES 23 Spaces Required REQUIRED: 1 HDCP Accessible Space LANDSCAPING AND SCREENING: B-2 DISTRICTS: NO ZONING BUFFERS LANDSCAPING for PARKING AREAS: TOTAL SITE IMPROVEMENTS: 1 Tree Per 40' Perimeter (940' Perimeter/40' = 23.5 Trees -> 24 Trees Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 11,629 Sq. Ft. (11,629 x 5% = 581.5 Sq. Ft.) 1 Tree Per 10 Parking Spaces (25 Spaces/10 Spaces = 2.5 Trees -> 3 Trees PROPOSED DEVELOPMENT: RETAIL OFFICE FACILITY: EX. BUILDINGS TO RE CONVERTED: 1-1/2 STORY CMU BUILDING: Office Areas: 929 Sq. Ft. Ex. Freezers: 344 Sq. Ft. 1 STORY BRICK BUILDING: Office Areas: 2,062 Sq. Ft. Prop. Freezers: 720 Sq. Ft. PARKING PROVIDED: 24 SPACES PROVIDED (INCLUDES 2 VAN -ACCESSIBLE HDCP SPACES) PARCEL DEVELOPMENT: 0.9470 Acres REQUIRED OPEN SPACE (15%): 0.9470 Acres x 0.15 - 0.1420 Acres PARCEL COVERAGE: PROPOSED OFFICE FACILITY & IMPROVEMENTS: BUILDING AREAS: 1.-1/2 STORY CMU BUILDING: Office Areas: 929 Sq. Ft. Ex. Freezers: 344 Sq. Ft. 1 STORY BRICK BUILDING: Office Areas: 2,062 Sq. Ft. Ex. Deck: 398 Sq. Ft. Prop. Freezers: 720 So. Ft. BUILDING AREAS: 4,453 Sq. Ft. PARKING & AISLES: 11,629 Sq. Ft. PAVED DRIVES: 12,438 Sq. Ft. CONCRETE AREAS: 1,002 Sq. Ft. TOTAL AREA: 29,522 Sq. Ft. (0.6777 Ac.) OPEN SPACE: 11,728.00 Sq. Ft (0.2692 Acres) (28.43%) -open Space is considered to be all lawn and slope areas. F.A.R.: F.A.R.: 0.1022 Ac/0.9470 Ac = 0.108 < 1.0 LANDSCAPING: LANDSCAPING for PARKING AREAS: FRONT BUILDING AREA - PHASE I: 1 Tree Per 40' Perimeter (940, Perimeter/40' = 23.5 Trees -> 24 Trees PROVIDED: 24 TREES Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 11,629 Sq. Ft. (11,629 x 5% = 582 Sq. Ft.) PROVIDED: 1025 Sq. Ft. (8.81%) 1 Tree Per 10 Parking Spaces (25 Spaces/10 Spaces = 2.5 Trees -> 3 Trees PROVIDED: 3 TREES TOTAL TREES PROVIDED: 27 TREES PROVIDED: SEE LANDSCAPING PLAN ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING 80ILDING-MOUNTED LIGHTS, ONLY, NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS OFFICE COMPLEX. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3,. ONE OUTDOOR TRASH COLLECTOR HAS BEEN PLANNED FOR THIS SITE. THE DUMPSTER SHALL BE PLACED TO THE REAR OF THE 'EXISTI.NG FREEZER BUILDING TOWARDS THE REAR OF THE PROPERTY. 4. NO OUTDOOR STORAGE IIS PROPOSED FOR THIS SITE. 5. A PERMIT FOR ALL EXTERIOR FREEZERS AND ANY PROPOSED BUSINESS SIGNS IS REQUIRED PRIOR TO INSTALLATION. THE NECESSARY PERMITS SHALL BE OBTAINED THROUGH THE BUILDING DEPARTMENT. 6. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. INDEX TO CITY/COUNTY LOCATION ' P L N.. 75A-6-8-478 I VA1NCO, L.L.0 t I 0.8 969, PV. 7797 U.SE MINI -STORAGE ZONE.' 82 NJ,6'78 52 "E INJ6`18 ,52 `E' 50.00 � v e PIN.. 75-A-4A � � CANIrAYA ✓. d CAU/DAN A)rKUS I Ci k Q ,O E? 736, PG. 297 USE:• OFir/Cc` ZO IC 81? I 4: PIN. Z-6-®-47C 70Mh 9 L.L.C. P.LN 75-A-3 K�� 9.8. 969 PG 7197 V. 8 °405, PG. 58 NOHSE-N 5A9fGHZA,0fH N N I USE;• VACAN7 D. Ei 6.39, PG .356 ZONE- 82 USE:' VACCAN7" ZONE- 82 00 0 � ®LLB :J � E'lL a I D � 0 [7536"78'32 8Y'_T VICINITY MAP in = 1000, m o S-T6 iE g2 80' U.S. ROUT 11 o VALLEY BIKE .. P I. /V 75-A- 70 £NGLtr PROACRTIES, INC A8. &Y5, PC. 586 USE6• C01VYCRCIAL & INDIISiRIAL ZONE- 82 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLAN" VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ! ATEST 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 PLAINS, 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, Va. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE BUST 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. VD. 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. RESPONSIBLE LAND DISTURBER NAME: - CERTIFICATION DATE - ,THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION do 'MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB SML BUILDING MOUNTED LIGHT BP BREAK POINT BSSD. BASEBOARD C&G CURB &, GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE Cv1P CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP S,AN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TS THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRS TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER VVPP WOOD POWER POLE WTP WOOD TELEPHONE POLE wV WATER VALVE 5'R RADIUS IN FEET 1100.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). STINT°. 11 /7: COVER SHEET & ZONING NOTES � SIH T. 2/7: SITE LAYOUT PLAN and GENERAL NOTEa- •� SHT. 33/7: SITE GRADING and EROSION & t SEDIMENT CONTROL PLAN SHT. 7: STORM SEWER PLAN & PROFILES � and DETAILS SHT. A.J•HT. q/� 5/ U : l,��y ,p^� p��y }R�pp" T�,gry, Jy {� _ t�,/��^gp��PLAN MAIN FORCE d�ll67I 11 JSd6'llA� & PROFILE9 lail'n'6G h � �! SANITARY SEWER PUMP STATION SEP SHT. 6/7: MISCELLANEOUS DETAILS MILS and LANDSCAPING DSCAPIING PLAN J , 0FRk SHT. 7/7: MISCELLANEOUS DETAILS A_ '' ' O_ EEC = u THEZ • . �' {��C � °, i h �'� TRATOR I C. _ e SITE PLAN SHALL BE VALID FOR 5 YEARSFROM DATE OF APPROVAL. d OENEAAL 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 ( I SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, PIN. 75A-6-9-418 VIRGINIA, WHERE APPLICABLE. ( I VANCO, L.L.C. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" D.S. 969, PG. 1797 AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) USE.- MINI -STORAGE DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. ZONE.' 82 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 �( I CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD ( I CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. Ex. Fence 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. N�• p�gAt N.T6'18 52 100. 00 (To Remain) V 1�7 SO• 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 N. EOG,O1 (T.B.R.) -5. X X XT-5- PROP.X Q0 CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 05 V 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY THE OWNER THAT WAS PERFORMED BY RITCHIE SURVEYS OF STEPHENS CITY, VIRGINIA X I I 5'R - WITH SUPPLEMENTAL DATA PROVIDED BY THE SURVEY DIVISION OF PAINTER-LEWIS, ( P./.N. 75-A - 3 (T.B.R.) P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON .�. MOHS£N S4D£GHZAD£H "rco�r ESTABLISHEDSFORATHISAND A PROJECTNTOUR INTERVAL OF ONE (2') FOOT HAS BEEN D B. 6j9, PG 356 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. USE.• VACANT ZONE.' 92 -•� 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF 15.00' P.I.N. 75-A-4 STONE PAVEMENT, WHERE APPLICABLE. 2 DC (T.B.R.) BILLY G. & SANDRA H. FL£TCH£R 6 1 D.B. S??, PG. 569 T A lU. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO ( USE." OFF/CE I I 0 EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. ZONE.' B2 v CONSTRUCTION NOTES: PROP. TRUCK ~-20'00' (' EROSION AND SEDIMENT CONTROL: (j DELIVERY AREA 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALLBE INSTALLED PRIOR TO ANY 0 O 0 ( � _II � - LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2 x I 5, CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ( W� uj S'R 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR PROP. DUMPSTER PAD & Q U THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY WOOD FENCE ENCLOSURE j 20'-`a BOUNDARIES AND THE EDGE OF PAVEMENT ALONG THE ROUTE 11 R-O-W. 1. W 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE m FREEZER PAD CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE 12' 2' LOADING N END OF CONSTRUCTION. 1 I o SPACE F.F.=737.0 ( W 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE ( / OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED 5 -2 NUU 1. 0' I �- J DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS FIRE -RATED WALLS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE LOADING 9) FREEZER PAD N REQUIRED FOR NEW END OF WORK THAT DAY. },�• Y C 4 $ SPACE $ F.F,=736.50 FREEZERS IN THIS AREA. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT I (� O i- CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY C9 E 45•00' 3 EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION ! P./.N. 75-A - 4A / ' m d AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED o: PROP. FREEZER CANKAYA ✓. CAUIDAN AKKUS I CD I FREEZER PAD AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. x o LOCATIONS 4f D.B. 756, PG 291 / W Q _ F.F.=736.00 N w�; VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: USE. OFF/CE I I v 'A\. SEEDBED PREPARATION: ION£. �+ I _v A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN 9? ' 33.16'-�00_-'I ACHIEVED. ' :3] 90 IN 1 B. ADD1 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf). 30 R N 1 I O / bo Ex. Deck IN TYPE: RATE: MIXTURE • �a > O I I ,+1(� RELIANT HARD FESCUE 130 lb/Ac. 65% ( ' h adr Ex. Stairs to A KENTUCKY BLUEGRASS 40 lb/Ac. 20% evY Igo6. Basement in) PERENNIAL RYEGRASS 30 Ib/Ac. 15% 4 To Remain)8.98' �'; InSEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. IN + h P. /. N. 75A-6-8- 41C I I EX. 1 STORY BRICK TOMS L.L.C. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER EX. BLOCK F.F.=737.49 I TO D.B. 969, PG. 1197 CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC STREETS IT IS THE Ex. Garo a EMAIN RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREE'CS AND TO ALLAY DUST GARAGE 9 D.B. 405, PG, 5.'SB AT ALL TIMES. (T.B.R.) 1 APPROX. LOCATION ( � (/$£.` VACANT OF EX. 3/4 0 WATER EXCAVATION AND GRADING: • ( SERVICE ZONE- 82 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED ( A �, 15.00'-..{ g9' • 3� Inv. = RAMP WALK MA'ERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. GRAVEL FIRE -RATED WALLS ( 3 'R 733.50 REQUIRED FOR (T.B.R.) � Open Porc G.F.= 736.18 2. ALL, TOPSOIL SHALL. BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON THE V,I,F, CHANGE IN USE. ADJACENT SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE FOR Ex. 1 Ex. Ex. TO T�O_ k Ex. FUTURE FINISH GRADING. IF THE ADJACENT PROPERTY OWNER DOES NOT GRANT I Cistern Grass MAIN Drive N PERMISSION TO STOCKPILE THE TOPSOIL, THEN IT SHALL, BE REMOVED FROM SITE AND Olk n iD W THEN BROUGHT BACK WHEN NEEDED FOR FINISH GRADING. r-- 15.96' (T.B.R.) �? ao E. CG-9A CONC. rn � Nft ENTRANCE 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE t� ^ CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL Q HDCP Freezer 66 0 'Ta CG-6 10' GUTTER MATERIAL SHALL BF. PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO ai RAMP TO Be Ex %2 `� Ex. NTRANSITION 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL LANDING elOCO�Ct) Orc Walk O ENGINEER. ( WL. 5.00' Inv.= 734.73 + /�- 1 (T.B.R.) 0 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR jEX. 1 1/ 2 STORY 10' G ER STRUCTURES WITHOUT PERMISSION OF THE OWNER. I HDCP BLOCK BLDG. I TRANSI ION L/ ! �j•00' 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM RAMP G - 6 OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF F,F. X. LOCATION AT ,R 4.1 R s . ASPHALT DRI_' -Ex. Fence PERMANENT VEGETATIVE COVER. I APPROX. LOCATION I (T.B.R.) N HDCP " (Typ N (To Remain)6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS RAMP OF EX. 3/4 WATER SERVICE ROP. 71'-4"W PVC PP. PARKING o NEEDED. LANDING SDR-35 SAN. SEW. LAT. EA 2' NDC 'IFFIGUTTER ® 2.08% Slope (Min.) 00' ` _ I ,R- 6R/ C -6 k yp.) 5.00' 5 7.9 ' 7 9.4 6.71'R 5'R P OP. PARKING N (T .R.) o f-41 AREA 6 0 (T.B.Rf ) I o( ® _ PROP. DI-3B, L=6' C rn I I 11 5'R TOP = 732.30 00' ' CG-6 12 1 12' ® 15"0 INV. OUT=727.30 --8'--� �}' ?T- yp.) 10' I CG- tl�w INSTALL CG-12 HANDICAP PR 49'-6"0 PVC 5'R L RAMPS IN ENTRANCE AS SDRX SAN. SEW. LAT. o CRI2.75 CURBPROP. 35.86'-15"0 RCP DIRECTED BY VDOT INSPECTOR. O 08% Slope x 4 ^ CL. III 0 7.11% Slope ©PROP. DI-36, L=12' c^ gTR $ 10 I(T. R. TRANSITIONTOP = 730 305' 4(BOTH SIDES) SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER 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. THE PROPOSED SEWER SERVICE SHALL BE COORDINATED WITH THE F.C.S.A. AN APPLICATION FOR SERVICE SHALL. BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OFAPPLICATION. 4. THE PROPOSED SEWER SERVICES 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 EXISTING WATER SERVICES ARE MAINTAINED BY THE CITY OF WINCHESTER AND SHALL REMAIN IN SERVICE AND BE MAINTAINED IN GOOD CONDITION DURING THE CONSTRUCTION PROCESS. 6. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL, TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED CURBING, STORM SEWER PIPING AND DROP INLET SYSTEMS, AS DETAILED ON THE PLANS. THE RUNOFF WILL DRAIN INTO THE PROPOSED STORM SEWER DRAINAGE CHANNEL TO BE CONSTRUCTED ALONG ROUTE 11 WHICH WILL CONVEY THE STORM WATER TO THE STORM SEWER SYSTEM ALONG ROUTE 11 AND ROUTE 37. THE FINISHED FLOOR ELEVATIONS AS CONSTRUCTED ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL. BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM 1'HE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE, ROADWAY WIDENING, AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURBING FOR THE CG-11 ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 3. CG-12 HDCP RAMPS MAY BE REQUIRED AT THE CURB RETURNS OF THE CG-11 ENTRANCE. INSTALL THE CG-12 RAMPS IN ACCORDANCE WITH VDOT STANDARDS, AS DIRECTED BY THE VDOT INSPECTOR ASSIGNED TO THIS PROJECT. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. THE RENOVATION OF THE EXISTING BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP B (BUSINESS) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. THE PROPOSED FREEZER BUILDINGS SHALL COMPLY WITH SECTION 311, USE GROUP S (STORAGE) OF THE B.O.C.A. BUILDING CODE. 1. A CHANGE -IN -USE PERMIT SHALL BE REQUIRED FOR THE OFFICE AREAS. SECTION 1110.2.2 EXCEPTION 11 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C. FOR ASBESTOS INSPECTION SHALL APPLY FOR THIS CHANGE -IN -USE. 4. THE EXTERIOR WALLS OF THE EXISTING BRICK RESIDENCE AND THE PROPOSED FREEZER BUILDINGS SHALL BE FIRE -RATED IN ACCORDANCE WITH TABLE 705.2 OF, THE B.O.C.A. NATIONAL BUILDING CODE. 0o A PROP. 18�" 0 EW-1 1 APC PROP. SAN. SEW. LAT. (PRIVATE) 15"0 INV. OUT=725.30 ?� f^ CG-6 m B.R. ar � O VDOT NOTE: ( 4" WIDE f Inv. Out=724.00 ALL WORK RELATED TO VDOT IMPROVEMENTS 367.00'- t 1 /4"0 PVC Sch. 40 �\� STRIPES x FORCE MAIN TO EX. MH PROP. PUMP STATIONF I W o. & m I SHALL BE PERFORMED WITHIN THE LIMITS OF (MAINTAIN 10' SEPARATION TO ENVIRONMENT ONE GP 2010-94 I I � 0 THE VDOT R-O-W. ALL R-O-W MONUMENTS EX. 30"0 WATER MAIN) TOP=733.00 5' BEND t' ie�;e �, s's1 G-7 w ( B ) 30'R TO PROP. 48.00'-18"0 RCP SHALL BE UNDISTURBED AND REMAIN IN PLACE. S.�6.18'521Y 500.80' 5361852%f� 18..38 6"0INV IN=728.40_+/_ &T.B. -; ReRCC2; = 1 B. - R- REMAIIN�BB CL. I�01.04%Slopen-�__..--�'---�----------------- Gt�......... &_ - - - - E+--- - -� MOOED 1 0 -_ � & RELOCATED -i EX. SIGN r 10' Min. Inv.=729.92' - E 3Q"e vgTw raAt'- ~ 11' (+/-) EXL•+ C PROP. 272.00' GRASS -LINED �0 BE REMOVED ❑. _ FIELC LQCAT.._ I ASPHALT is+ r _ ---- -- --- L (T.B.R.) I \ & RELOCATED E�CHANNEL ® 1.53� Slope 1 _ PROP. 6' STONED SHOULDER 1 4 F� x. WM,S I EX. SIGN 4 1 PROP. 6' STONED SHOULDER INSTALL TRAFFIC- TO BE REMOVED © PROP. DI-3B, L=16' �_ EX. SIGN EX. EOP I I EX. EOP -"' ATED TOPS AND & RELOCATED TOP 728.90 EX. EOP TO EX REMOVED ( ADJUST T NEEDED 15"0 INV. IN-724.75 AS DIRECTED BY THt & RELOCATED I CITY OF WINCHESTER. PROP. 1 10.00 -15"0 RCP 15 0 INV. IN-724.75 CL. 111 O 0.50% Slope 18"0 INV. OUT= 724.50 SOU TH BOUND LANE III U.S. ROUTE 11 - VALLEY PIKE Cal I _ _ _ = i - �XMDIAN'- II = _((ISLAND) EX. EOP - - s _ -.,,--SIGHT DISTANCE=750' SIGHT DISTANCE=1200' NORTH BOUND N p LAN E VARIABLE R-O-W EOP Inv=729.09' NOTE: - - PRIOR TO CONSTRUCTION & FINAL SPEED LIMIT= 45 MPH - - - - - AADT 8500 N (VDOT YEAR 2000) APPROVAL OF THE SITE PLAN, THESE TRIP GENERATION: LOTS SHALL BE CONSOLIDATED INTO CAPITAL MEATS RETAIL AND DISTRIBUTION CENTER ONE PARCEL. P.I.N. 75-A-10 SPECIALTY RETAIL CENTER I -A LE PROPERTIES, INC. CHART 814: WEEKDAY X = 25 EMPLOYEES D.B. 635, PG 586 T = 550 TRIPS/DAY USE.• COMMERCIAL & INDUSTRIAL CHART 814: SATURDAY X = 25 EMPLOYEES ZONE.' B? CONTROLLING MODEL: SATURDAY T = 575 TRIPS/DAY 20 0 20 60 T = 575 TRIPS TOTAL = 575 TRIPS/DAY AADT: 85TRIPS/DAY (YEAR 000) Scale 1" - 2 0 f t TRIPS: 57575 TRIPS/DAY THIS USE _ TOTAL: 9075 TRIPS/DAY ~I Q 41 U � j Z • V) V Z Z Q � WLj •+ ! L LAJ W W 0O �N Z � Q O Y Y LAJ CL F- LLJ W U W U ]C V � LJ Q O m o' IZ V O O N ++ r N 4+ C V) N 0 to ! j �c Q) �(Np+� (n C 0 O 0 L N C o v ai '0 coN O Cl L E . L U Q N 0 :3 C U v W3 L,-W N O v / ^ Z_ F- Lj J W V) Z Z 0 }P"ITH OP� y f� PAND No. 18260 � �`4SIONAL J SURVEY: C.I .: Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: 1"=20.0' 02/15/02 SHEET: 7 + EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are I I th,euired localfor programthis project. dm ni tratorpre-construction uiredeeprio with P,/.N. 75A-1.Z.C. 8 commencement of construction of this project. prior to I I VANCO, L.L.C. D.B. 969, PG. 71,97 3. The local program administrator shall be given a one (1) USE.' MINI -STORAGE week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the ZONE.' 8? final inspection. • A �� 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed -!I I / necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 00 Ex. Fence N 818 5� Cn. ' N36"1$Ji21' 100. (TO Remain) 1. Project Description: .�X JV_ The development of this project consists of the renovation �r� of two (2) existing residential structures into office & h 'Lio+•-"�"`! X %� XC X retail facilities with related driveway, parking facilities, 0 0.5 and truck loading area to the rear of the site; site • I grading; new sewer lateral services; storm sewer system TO PS 1;7U along U. S. Route 11 (Valley Pike); and site landscaping. • TO PS MUCC 6 P.1N, 75-A-J >)e 2. Existing Conditions: 4 _..._ _._ The proposed site currently consists of two (2) separate MVHSEN Ss�EGHZAO£H residential parcels that will consolidated into one 0.947 D.8. 6.39, PG. J55 I �� acre site. The existing parcels are developed with USE' VACANT residential buildings that will be converted into business I - - -- uses. In addition to the buildings, the parcels are improved ZONE.- 82 2.5 l.N. 75-A-4 y parking and driveway 2` NDC a with accessory structures and /LLY (s. SANDR4 H FL£TCN£R 6 facilities. The combined sites have approximately 150 linear I 6 feet of road frontage along Valley Pike (Route 11) which D.B, 5??, PG 569 3 will be used to provide access to the site, when developed. USE.- r-OFFICE2t° A commercial entrance will be constructed along Valley Pike ZONE. 8? 0 centrally located in the combined parcel which will provide permanent access to the site. The site generally slopes from �6 ( �I the rear property line in an easterly direction towards the 7 PROP. TRUCK front of the site where an improved storm water conveyance ( DELIVERY AREA channel will be constructed along Valley Pike. The finish grading will maintain the natural grading pattern of the I area and eventually all storm water will be conveyed tc and TO PS MU 1� CG-6 controlled by the existing storm sewer systems along Valley I C] Pikke and Route 37 to the north of the site. 742 38. PROP. DUMPSTER PAD & v 37,5 TO PS MU 3. Adjacent Areas: WOOD FENCE ENCLOSURE 40. 34 The site is bounded on the east by the Valley Pike Right -of 2' NDC 7 Way. The northern and southern boundary lines coincide with 740 vacant lots that have previously been used for agricultural 9• it LOADING FREEZER PAD purposes. The western side of the parcel is bounded by a 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of the construction entrance. b. Installation of the silt fence along the adjacent property lines, as indicated on the plans. c. Installation of the proposed diversion dikes to convey the runoff to the designated point of discharge and the stone check dam protection. d. Installation of the inlet protection devices at the existing pipe inlets. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed, stockpile or remove from the site as permitted by the property owners. b. Rough grading of site and installation of the fill material, as needed. c. Building renovation and construction of the freezers and HDCP ramp. d. Installation of the proposed utilities. - Phase II Controls. e. Placement of check dams for ditchline protection and installation of the inlet protection. f. Curb and gutter installation. g. Final Grading of site. 11. Installation of the outlet stone protection and seeding of the Route 11 storm channel slope. i. Stabilization of all lawn and slope areas. j. Installation of base and subbase materials. k. Restoration and stabilization of unpaved areas. 1. Final paving. m. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. Access to and maintenance of Route 11 is a critical part of the development of this site. No mud shall be permitted to be tracked onto Route it whatsoever. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced as ma be deemed 1 SPACE F.F.= 737.0 recently developed mini -warehouse storage facility development. The development of this pm p parcel will not impact I y necessary. A trash rack shall be installed as part of the I 9.4 39 1 w � the adjacent parcels. construction entrance construction. If this measure fails to 2 properly clean the construction vehicles, then a wash rack I 2' NDC -' - FIRE -RATED WALLS 4. soak: must be installed as directed by the local program 4 LOADING FREEZER PAD REQUIRED FOR NEW The soils map of Frederick County indicates the following types administrator. SPACE F.F.=736.50 FREEZERS. IN THIS AREA. soul exist within this project area. On -site soils 1 Y 0- F have been disturbed previously by the development of the b. The rock check dams, inlet and outlet protection devices, 1 UU 6 p"" j� residential buildings and related amenities. and the silt fencing shall be checked regularly for deposited I O E d • y'� sediment. If sediment is trapped, it shall be P./.N. 75-A - 4A 38 rn �.- PROP. FREEZER 8C: Chi.lhowie silty clay loam: (7d-15% slopes). cleaned carefully so as not to release the trapped sediment CANKA YA ✓. CAU/OAN AKKUS % ( m I x OCATIdN$ FREEZER PAD Hydrologic soil group C, Class II Soils. downstream or on adjacent properties. I D.B. 756, PG 291 o ''' 'w 36. F.F.=736.Q0 _, ��'v (Approx. 6013) c. All seeded and sodded areas shall be checked regularly to j USE- OFFIff I �` 32B: Oaklet silt loam: (2%-78 slopes). Hydrologic ensure that a good stand of grass is maintained. Areas shall ZONE 8? L- h 35.9 soil group C, Class II Soils. (Approx. 40%) be repaired, fertilized, anti reseeded or resodded, as J EROSION & SEDIMENT CONTROL KEY 2 3 N 7-T2 5. Critical Areas: The shoulder area and minimal channel along required. 3.02 TEMPORARY STONE o o°o°o°o°o°o°o°o°o CONSTRUCTION CE °o°oo°oo°oo°0000000000°o°°o°°o ENTRANCE o00200 3.05 SILT FENCE $F X,-_-X---_*-X 3.07 STORM DRAIN {P INLET PROTECTION 3.09 TEMPORARY pp DIVERSION DIKE 3.18 OUTLET OP oo°oo°o°;o°o 0o PROTECTION ° °O°O°O°10 °°°°°OD 3.20 ROCK CHECK DAMS (;� _�. ao -6 $o -__I 3.30 TOPSOILING jQ TO 3.32 PERMANENT SEEDING O :S�_ 3.35 MULCHING IIAUI MU I ) Ex, Deck the Route 11 (Valley Pike) roadway. d The sediment traps shall be checked regularly for deposited sediment. If sediment is trapped or if there is • 5 .`) Erosion and Sediment Control Measures: excessive buildup of sediment in the bottom of the traps x. Stairs to I then the traps shall be cleaned carefully so as not to Basement 5% a. Erosion and Sediment Control Measures shall be installed release the trapped sediment downstream and disposed TO Remo.n) !' properly off -site. prior to any land disturbing activities. The work shall be /?/.N. 7Jri4-6-8-41C confined to the designated limits of construction. For this , project, the limits of construction are defined as the f EX. 1 STORY BRICK I I �h TOMS C.L C. property boundaries and the existing edge of / p y g g pavement of / � /G ' F.F.=737.49 D.B. 969, 1197 Route 11 roadway. ec 3�8 �41c a .�► Ex. Garbge D.B. 4<05, ffiC 558 ') cr,APPROX. LOCATION b. No disturbed areas shall be denuded for more than thirty 98 _ ` 5.3 OF EX. 3 4"0 WATER I LiS£.' VACANT (30) days. The contractor shall stabilize all ex / y posed areas 58 \ EX. SERVICE CONC. ZONE, 82 within seven (7) days after the end of construction of thatIIII7c 14e 6.0 I_ HDCP FIRE -RATED WALLS phase of the work. If possible, all natural vegetation GRAVEL Inv..5 RAMP WALK }y and/or mulching shall be used to protect areas exposed 733.50 ;_ REQUIRED FOR a sty J �U >3c et T.B.R. 0 en Porch G.F,= 736,18 during development of the site. The existing vegetation 6C LF, p ''' RANGE IN USE. 32e - 3 L � 730 along the property lines shall remain in place and be 6c W 6C 41E alc 3 $ Ex. TO PS MU protected during the construction process to the greatest �s8 Ex, Ex. 351 6'_,Drive possible extent. a 8® Gross- r TO PS MU - aIk n� ' s5.0 c. Soil stockpiles must be stabilized or protected with f ( / 5." CG-9A CONIC sediment trapping measures to prevent soil loss. Utility '1' ` qg ' 6' 35'd ENTRANCE trenches located outside of paved areas shall be seeded and w HDCP Free; G- 1 ,3 (, 10 GUTTER p p p / o; s� muYched within two (2) weeks of backfilling. ; RAMP To Be Ex. 4 Ex a TRANSITPON d. Upon completion of construction, all permanent erosion / 8C" LANDING Walk-. ti f� 36.0 a oco7ed) orc �(T.B.R.} { * and sediment control measures shall be installed. After l4c_ �� 9C Inv.=734.73 +/- E !' stabilization, the temporary erosion control measures shall / \ " 148 36. � � i }," 4.5 be removed, as approved by the local program administrator. 8C J 98 EX. 1 1/2 STORY 10' G ER 34 ,////� ., Yj! ,�, All vegetative cover shall be checked regularly and any 38 HDCP BLOCK BLDG. TRANSI ION ( ,Gl..� 4 damaged areas shall be repaired, fertilized, replanted, and RAMP I mulched, as needed. 88,. y �0 3C 410 F.F. = 737.73 34.4 34 1 �� 6C E&S NOTE: 1 APPROX. LOCATION I Ex Fence e. All properties adjacent to the site shall be protected ` d 38 I A VARIANCE IS HEREBY REQUESTED FOR MINIMUM STANDARD SIX(6) OF THE E&S HDCP OF EX_ 3/4"0 WATER (! I (To Remain) from sediment deposition. This shall be accomplished by ,<<V •, 3B 41C REGULATIONS DUE TO THE NATURE OF THE SITE AND THE DEGREE OF GRADING, RAMP J AA SERVICE � PROP. 71'-+4"0 PVC PROP. PARKING installing perimeter controls such as silt fence barriers, 9� 11 diversion dikes, filters or check dams, outlet stone t I A DIVERSION DIKE AND ROCK CHECK DAM SYSTEM HAVE BEEN PROPOSED TO LANDING r 4 `? SDR-35 SAN, SEVY,'tAT. AREA ec , fic 4.2 r 34.4 _ protection, or a combination of such measures, as indicated fir, � � iB 98 CONTROL THE EROSION AND SEDIMENT DEPOSITS IN LIEU OF A CENTRAL SEDIMENT 2' NDC I 1 G - O 2.08% SVpe� (Min.) 33 on the plans. 1aG 8O` qtE ato TRAP. THE ROCK CHECK DAMS WILL ALLOW EASIER PLACEMENT OF THE REQUIRED G 6R G -6 FILL AND MORE DIRECT CONTROL OF THE DEPOSITION OF SEDIMENTS. CARE SHALL `7 :� f. The contractor shall be responsible for the installation 328 BE TAKEN BY THE CONTRACTOR TO ENSURE THAT NO DEPOSITION OF TRAPPED p0000 O 3.5 d, ''_~ and maintenance of all erosion and sediment control 98,' ir, Inv. _ 2. / measures. c �' 41E I SEDIMENT SHALL BE RELEASED ONTO THE ADJACENT R-O-W. I P QP, PARKI 729.4 000�00 3.2 33.1 AREA C 0 1B 0 I 73 r" 01 PROP. DI-38, L=6' .6c t'o' ' .Y 29' 00 C 41n0=.14CTO PS MU - 15"0 INV. OUT=727.30 C 6 I / J 7C 148 ry� alE. 9� 10' C_ "32.7 3. rr . gc INSTALL CG-12 HANDICAP PROP. 49'-6"0 PVC " RAMPS IN ENTRANCE AS SDR-35 SAN. SEW. LAT. ' r 33. 2'2 PROP. 35.86'-15"0 RCP ' C CL. III O 7.11 Sloe * DIRECTED BY VDOT INSPECTOR. O O 2.08% Slope � ;F±1 TRA $ 10 32' I '0 TR SITION - P �''" - 9e I C TOP P= D730 3 0 L-12 TO PS h{U ® ®(B SIDES) O PROP. 18"0 EW-1 1 APC VDOT NOTE: PROP. SAN. SEW. LAT. (PRIVATE) 15"0 INV. OUT=725.30 3 - - Inv. Out=724.00 ALL WORK RELATED TO VDOT IMPROVEMENTS ( 367.00' -1 1 /4"0 PVC Sch. 40 z 9) k ST _ _. PERFORMED WIT T LIMITS FORCE MAIN TO EX. MH PROP. PUMP STATION TO PS MU ® �2 SHALL BE ERFO ED WITHIN HE L S OF _ THE VDOT R-O-W. ALL R-O-W MONUMENTS (MAINTAIN 10' SEPARATION TO . ,ENVIRONMENT ONE GOP �733.00 PROP. 48.oO"-i8'b RCP 6 SHALL BE UNDISTURBED AND REMAIN IN PLACE. " 5,�6'>8 52 "ifs 50D.80' ip EX. 300 WATER MAIN) _ 4 N `,4`fe: F�edesl G_7 � °o 5361852'tiV 183..�8 6"0 INV IN=728,40+/- & T. . �t0_a� s 0. g C� CL. ill O 1 04% Sloe -- ^ ,V. 22 x • 1 0 r1ki - O 0Oo A nr 73: w �'TI o -:.-► R PROP. 272.00' GRASS -LINED O BE REMOVED 729.92' C {P RELOCATED D00 CHANNEL O1.53% Sloe PROP. 6' STONED SHOULDER •. r�,, IP %`�X. Eta' x. WM's EX. SIGN` E' =-- =-- y PROP. 6' STONED SHOULDER IIIIISTALL TRAFFIC.- TO BE REMOVED B PROP. DI-3B, L=16 �„_. ---� �- -' EX. EOP -- --� -� R�ATE'D TOPS AND & RELOCATED X.f N EX. OP Ii TO BE REMOVED sr ADJUS NEEDED, TOP 728.90 �6 EX. EOP "S? I I AS DIR QBY THE 15"0 INV. IN=724.75 & RELOCATED I I CITY OF WINCHESTER. PROP. 110.00'-15"0 RCP 15"0 INV. IN=724,75 �' CL. 111 O 0.50% Slope 18"0 INV' OUT=724'50 SOUTH BOUND LANE 7 U.S. ROUTE 11 - VALLEY PIKE , > - a-O I > &""�� _�� EX. MEDI I ( EX. EOP / Z0I� �- -7752--- NORTH OU D LA N - - E 1-01, VARIABLE R-O-W ex. ` Inv=729.09' SPEED LIMIT= 45 MPH �28 AADT 8500 N (VDOT YEAR 2000) P. L N. 75-A-10 £ACL£ PROP£RT/£S, /NC. D.B. 6,i5, PG, 586 USE.' COA/M£RC14L & /NDUSTR/AL ZONE,' 8? 01 Z CL J � Z 00 0 tU Z Z QW !! � W J ' N Jd J 1- Z H O p o W U_ Q • V) o ci U V) W W ©� a- Q C)a ME M ]C W V iK UJ U N U W Y � O m a Q 51 O �J O O CD C V) EN N to C I I .0 (D to O U) C U U) 4) 0 > �, � i C 0� �i<;0 C= CL O 0 E � U Q fA '0 0 C� V) F- U- w N n\\j O I 0 s tY J W �i z 0 Ow "OWL 4011 tift� r�LT>K o� v��c ' UJOT" PARER N. ,821 'loot. q ( fat 1+4f, G 910NA1, + '` b SURVEY: C.I.: Pointer -Lewis, 2' P.L.C. 20 0 20 60 DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: 1 "=20.0' 02/15/02 Scale 1 = 20 f+ SHEET: 3/7 36.0 REQUiREL; FOR '.,',HANGF IN Z� 7.30 35.1 5.0 -�,G -9A CONt' VALLEY PIKE 5.35. '05.0 r-NTRANCF U. S. ROUTE 11 -,,O� GuTTER ROADSIDE DITCH TYPICAL SECTION TRANSITION N.T.S. 36.0 5 El36. 34. 34 .7 3 3 34.4 341 1.5min. an i:: APPROX. LOCATION OF EX. 3/4*0 WATER 0 l SERVICE 37.73 41 c2 r- rA- GRASS LINED BOTTOM 34.4 33 AND SLOPES 7 7, NOTE. 3.5 2. PROPOSED ROADSIDE DITCH: TRIANGULAR DITCH SLOPED 0 1.41% 3,233.1 [4 THE DiTCHLINE SECTION, AS DEFINED ABOVE, IS ADEQUATE TO �4 PROP. DI-3B, L=6' TOP = 732.30 CONTROL THE 25 YR. STORM EVENT FOR FULL DEVELOPMENT C(L P 15"0 INV. OUT=727.30 OF THE AREA, (Q25=26.38 cfs: DITCHLINE CAPACITY = 31.6 cfs) 0' 32.7 33. I 2.2 3 PROP. 35.86'- 15"0 RCP 32. .0 CL. 111 0 7.11% Slope M OIPROP. 18*0 EW-11APC VDOT NOTE: Inv. Out=724.00 ALL WORK RELATED TO VDOT IMPROVEMENTS SHALL BE PERFORMED WITHIN THE LIMITS OF THE VDOT R-O-W. ALL R-O-W MONUMENTS PROP, 48.00'-18"0 RCP SHALL BE UNDISTURBED AND REMAIN IN PLACE. 5,Y6*18:52 *W 500.80'I ( I Rf, n _r, 0. CL. 111 0 1.04% She gala SJ67W _W2 W A 2 7?2 Inv.-717. 6 Inv=7xx.xiRELX. 300 CARP 731 C PROP. 272.00' GRASS -LINED 8E REMOVEF RPUXATE0 CHANNEL 0 1.53% Slope L.X.7E��T'_CONC. `DITCH 30" CMP L X. Wu S NDWALL w/CONC. ENDWAL IA%TALL TRAFFIC- PROP. DI-38, L=16' T TOPS AND TOP = 728.90 ADJUBD IRECk Y THt ST�� NEEDE150 INV. IN=724.75 AS DTE CITY OF WINCMESTER.) PROP. 110.00'- 15"0 RCP 15"0 INV. IN=724.75 \� CL 111 0 0.50% Slope 18"0 INV. OUT=724.50 SOUTH BOUND LANE U.S. ROUTE 11 VALLEY PIKE 7� =mom mmum ammm "'m won NORTH BOUND LANE VARIABLE R-O-W ---- SPEED LIMIT= 45 MPH AADT 8500 N (VDOT YEAR 2000) 20 0 20 60 P.Z/V 75-A-10 0 LNGLlr RROPER71f-S, INC. DD.B. 6.35, 06 .586 Scale 1 T 20 ft m COMMCRCIAL & IND16TR14L > ,?0VVC.- 92 PLAN VIEW SCALE: 1"-20' STORM SEWER PROFILE SCALES: (H) 1" -50.0' (V) 1 5.0, PROP. GRADE 730 730 .......... kal .. .... .. TEL EPHONE 000 LINE PRCP. 272.00' GRASS -LINED EX. GRADE, WATER CHA NEL 0 1.53% SLOPE ....... SE VICE 7251 1 725 PROP. 110.00'-15"0 RCP PROP. 48.00'-18"0 RCP CL. 111 0 0.50% SLOPE CL. 111 01.04% SLOPE 720 720 EX. CON C. DITG_H TO 715 EX, 30" CMP N-OTE: CITY OF WIN 'R TRANSMISSION WATER MAIN 715 STORM SEWER IS CONSTRUCTED IN THIS AREA. CARE SHOULD BE TAKE4 TO PROTf-C-T T+HS FAC11JTY_.4, TZU FOOT (IV) SEPARATION DISTANCE SHALL CL BE MAINTAINED) t a- Li z 0 uj LLI LA. Z_ z CL 0 CL a-(n Li cy- _Ixi to Lo - - 47 C) < Q� __ en I -f4Z-T1;-: _4 4 _ _ R) I - 04 - - 0 LAJ C) fC%4 , 2N C'4 t- CL co 0 z 0 LLJz C� 0 c) 0 0000 Li r- d- 0 0 C>'LF < CL 0 zzz 14f) Z O 0 > '0 .Q P0 r �:,; _ -44 0 Sk 10 Qt I; r 10.40 # 's Z + � 10+00 11+00 12+00 13+00 14+00 15+00 STORM SEWER PROFILE SCALES: (H) 1" -50.0' (V) 1" 5.0' 7251 rA 725 -`-PROP. 35.85'-15"0 RCP CL. 111 0 7.11% SLOPE 720 720 - - --------- 1 7151 1 715 IN CN IN 00?98 000 00 CY Z 7- Z_ 14r) Z + + 10+00 11+00 EXPANSION JOIN �-FOR DETAILS OF WLET FXP44SM JONT Y-10" BARS APPROACH SEE ST GLI VR FRAhf % COVER BACK OF SIDEWALK PTI ANDARD IC-2 BARS 4 C SUBBASE BARS B F ---- HARDWARE 1-8 S F CLOTH S ZF IS Fri + WEEP HOLE _:E NOTE 8 Hk" ARS O GUTTER FACE OF CURB NO TE S CRACK CONTROL A T - 2`8" a, MIN. PLAN SECTION A -A N-A L-VARIABLE - MAX. 20 10'MAX. KEYED CONST JOINT 2`10'ff..Z' / WARPED a, - GUTTER ARS A APPROACH GUTTER IL 11 m BARS G. -BARS BARS E B IT *3" DLAIWETER •1"An BARS E WEEP HOLE FRONT ELEVATION SAM 13 (GUTTER REMOVED) f/4" 4� 5X'/4" SENT SECTION 0-8 TYPE A NOSE DETAIL SMALL BE USED WITH CC-3 % CC-7 STANDARDS L2NAY W." TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. T PIT A • TYPE a 1/1' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF So* 30' TO ANGLE IRON AT 2'C-C CONNECTORS AND IS TO BE ANCHORED WITH Yz" X 4" STUD SWAB WELDED TO BENT PLATE AT Z*C-C. NOSE DETAILS PR. Di-SA L OF 30 L DI -SC L PAVEWNT - - --- - - - - - - - - - 4 _j bj DETAIL IH-ENUSED FOR USE ON GRADES ADJACENT TO CURB ;001TIHI%1I SAGS WITHOUT GUTTER S TO BE SYMWTRCA. SHEET 1 OF 2 sKmxam STANDARD CURB DROP INLET WTmm 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 13 '3 10109 VIRCINIA DEPARTMENT OF TRANSPORTATION '02 II jQ ce. V) 700 x< > C3 V) cr- __j - LLj - mix L LAJ > 0 CLC x (.4) 0 Ne LLj CL I_ LLJ - U(/� W LAJ Ck: LLJ 0 M LAJ LL_ W 0 m 0 0 0 r) :3 (0 0) C U) U) U) _y C 04 0 (0 (f) C 0 05 ot 8v 7C) C 0 C C)0 L M of E .0.0 u 0 0 o E V) U- W N 0 Z _j Lj Z z 0z OLLJ 0jP vjrA aJ TWO* 1- PANG No. 18260 h 41, lot OA ��471ONAL SURVEY: Painter -Lewis, 2 P.L.C. DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: AS SHOWN 02/15/02 SHEET: 4/ 7J# TTT 1 r �734.73 +/ Ex. Son. Sewer. MH Top= 735.48' ' 6" PVC In-730.43' 8" PVC Out-729.99' CORE DRILL MH PROP. SAN, SEW. LAT. (PRIVATE) PROP. 49'(+/-) 6"0 PVC BY F.C.S.A. ' 367.00'-1 1/4"0 SDR-21 SAN. SEW. LAT. INV=730.66+/- (TOP OF BENCH) SCH. 40 PVC FORCE MAIN 0 2.08% Slope CONNECTION TO TO EX. MH EX. MH « 45' ND END PROP. 6 STONE :B. — _ _ = :--I 70 FORCE MAIN PLAN VIEW SCALE: 1 "= 40' Inv.- 730.95 PROP; 71'-4'1 PVC )R-21 3AN. SEW. T. 0 % Slope SANITARY SEWER FORCE MAIN SCALES: (H) 1" =50.0' 5.0' 735 _ __ ------_ 735 - ---- -- _-- ---- -- __ _ _'__T _ ._-- - --- ------------- ------.__ _ . EXISTING --- -- AD GRADE - - - - - ---- 730 7.00'-1 1/4 0 SCH. 40 AV_ PROPS 3 PVC FORE MAIN TO X. MH PROP. SAN. SE '+/-6"0 PVC LAT. 0 2. SDR- 8 1 _.__. _____ __._-$E 3 fn o + ---- ____ OTE: -. C TY--OF . _AREA• PROTECT T -SE-f'ARA MAtNT __ —_ .STER .RA IS FACILITY. I 1�TANCE D) SSON A TEN FOOT -- --- 2OAR_M1 --. ---__-- - � 0') --. m Z -- -- — -- --- :.. s r _ ►- 0- w o -.-fir- ` w Z it In V] w Q _Ord 1 Go z z= 1`0 o wwwUa (c + ____.__—_ r _. _ ____ 00 + 1*o� r: 5 rc + + + + w I- :t + 10+00 11+00 12+00 13+00 14+00 PUMP STATION DESIGN AND INSTALLATION DESIGN CRITERIA employee count: 35 employees; 4 on -site and 31 delivery subcontractors design flow: 3 on-site03O gpd + 32 off-site010 gpd = 410 gpd estimated peak flow: hose bibs (2) 0 2.0 wsfu kitchen sink (1) 0 1.0 wsfu lavatory (2) 0 1.0 wsfu water closet (2) 0 4.4 wsfu Total: 8.4 wsfu: from CABO Table P-2409.3, peak flow = 7 gpm SYSTEM COMPONENT DESCRIPTION A. Piping Gravity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the gravity sewer line. The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. Any part of the trench bottom excavated below embedment grade should be bockfilled and compacted. Concrete thrust blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding providing uniform longitudinal support under the pipe. Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed cairefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the embedment material. The distribution lines should be installed using grode boards and/or stakes placed at 10' intervals. Trenches and distribution lines shall be installed uniformly level. The lines shall hove burr free and counter sunk holes placed in a straight line along the longitudinal axis of the pipe with holes turned down. B. Pump System The pump system coiled for on the plans is the Enviroment One Model GP 2010-93 grinder pump package. This system is available from Design Equipment Inc., 804-752-6335. The GP 2010 is a complete unit, including the grinder pump, check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer specifications. Provide an audible and visual alarm to work with the high water switch in the system. Install the alarm in a conspicuous location in the building. C. Pump Head Calculations The standard system pump will be adequate to convey the sewage to the poopsed point of discharge. The calculated design head is based on a peak discharge rote of 15 gpm. The design head for the proposed pump is 21 feet. The proposed pump will be a 240 volt, single phase, 1 horse power grinder pump with a 1 1 /4" NPT discharge. A moster disconnect switch and manual over -ride switch is required on the pump control box. The alarm is to be wired on a separate circuit than the pump. q O.D.1�18" I FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE TYPICAL PIPE- BEDDING DETAIL N. T. S. MINIMUM DEPTH OF BURY IS 36". 10" PRESSURE PIPE PLAN %4 s N SECTION PRESSURE PIPE THRUST BLOCK DETAIL N. T. S. FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE. DIMENSIONS SHOWN ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. GRADE MUST SLOPE AWAY FROM STATO **SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS NOTE: A CONCRETE ANCHOR OF 2600 Ibs (17.3 cu ft) IS REQUI ON ALL MODEL 2010 93' STATIONS. FILL TO GRADE WITH CLEAN COIPACTABLE BACKFILL, SUCH AS PEA GRAVEL OR CRUSHED STOPS 1/6' - 3/4' IN SIZE. CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL POURED PRE -CAST I FOR M @ NSF CP SGS CAH 01/21/99 A 1/16 DR BY CW 'D DATE I ISSUE I SCALE MODEL 2010-93 PA 0856 PO4 O CL V Ln W Cl ti C) O 2 vZ 0 W ~ _Q Li. N jX CL CLeld CL Z IX �3 CL LLJ N Z w J � Q ~ W Z Z N Qcr_ O 0 V fY Q V) Z ix Z W1.2 V • i W La �" w La >O V Z CL Q C) V Q WCL W Y V U N = W V W Y Z V LL_ w 0 .Q m oc a_ 0 0 0 N t 0 N 0 0 0 �(D �M C V) 04N I C I 0 (a (fl (0 ''-' .4 .- O V) C .. Y rn0 0 3 U 0 C O v 0 6 0 m N o = 0.v , E . -C U U t7 :3 C 031-U_W N 0 d� 0 In z0� I- w J w Z� 0Z Uw oigrw y0H U P##= 9 No, 18260 4-) I'ot }� G `p91 OVAL SURVEY: C.I.: Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: 1"=20.0' 02/15/02 SHEET: 5 /7 HDCP SYMBOL (WH SOLID BLUE BACKGR( HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN DETAIL N.T. S. g >t NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. CONCRETE CURB & SIDEWALK DETAIL N.T.S. AS NOTED EXP. JNT. MATERIAL ON PLANS Slope: 1 /4": 1- 0" A 00 00 o�oOo oDODODo' 0p000 e a o 0 0 %0 0 0 0 0 0 0 0 0 0 CG-6 or CG-6R (Typ,) 4" CRUSHED STONE (3000 PSI) 4" CONC 6"x6"xW1.4xW1.4 WWM — COMBINATION 6" CURB & GUTTER N.T,S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" 2iR % RID ,tjr_T_ 1 p • ' I 6" 2'-0" Ln 4, 3 W O FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL STONE AGGREGATE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESET: VED PARKING VAN (ACCESSIBLE] FIRE LANE SIGN N.T.S. STANDARD PIPE BEDDING DETAIL SANITARY SEWER PIPE N.T.S. TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. O.D.+16" PAVEMENT DETAILS N.T s. PARKING AREA TRUCK & DRIVE AREAS TYPICAL SECTION TYPICAL SECTION 2" SM-12.5AL 1" SM-12.5A BIT. CONC. BIT, CONIC. SURFACE COURSE SURFACE COARSE 3" SM-25.0 BIT. CONC. BASE COURSE NOTE: CONTRACTOR TO REGRADE, SOD OR 6" 21- B HYDROSEED AND STRAW MULCH ALL 8" 21 — B AREAS DISTURBED AS A RESULT 7=fli, STONE BASE __of THEIR WORK. COMPACTED SUBGRADE - COMPACTED SUBGRADE !! Lu _ I—_1- (2) UPRIGHT STAKES TO BE USED ON —III- TREES UP TO 12' HGT. LARGER TREES NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DI! ALL SHRUB BEDS TO EXCAVATED OF ALL E) TO REQUIRED DEPTH W/ REQUIRED SOIL M MULCH TO BE 3" DEP' COMPLETELY REMOVE STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL. SCARIFY ROOTS 0.. BOUND PLANTS. f COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT / SHRUB PLANTING BED SECTION TO BE GUYED, TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH \ 3" SAUCER AROUND TREE EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP do ROPE FROM ROOT BALL — 12" x 18" STD. STD. U-CHANNEL POST PROP. GROUND CG-7 TINS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIX COMBINATION CURB • GUTTER. 4. FOR USE WITH STABLRED OPEN-GRAMO DRAINAGE LAYER THE BOTTOM OF THE CURB NANO GUTTI`R MULL BE CONSTRUCTED PARALLEL TO THE SLW OF SUBBASE COURSES AO TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON KRAL HIGHWAYS NO 45 MPH N DEVELOPED URBAN • SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO NE TIED INTO EXISTING BMWR CURB, THE TRANSITION 15 TO BE MADE WITHIN 10'OR THE CHN40C N STANDARDS MADE AT REGULAR OPENINGS 7. WHEN COMBINATION MOUNTABLE CURB NO GUTTER 15 USED, THE STANDARD ENTRANCE GUTTERS ON STANDARD CONNECTION FOR STREET NTET6ECTIOILS ARE TO HAVE THE MOUNTABLE CtM CONFIGURATION NCOR"ATED 2•• R -{ 2" 1 R D D e e e e e •------------------- THE BOTTOM OF THE CURB AND - GUTTER MAY BE COMLSrRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 2•-0" MIN. DEPTH OF 7" 15 MANTAM L) COMBINATION 4" CURB k GUTTER - -VRG04A DEGARTMENT OF TRANSPORTATION DUMPSTER ENCLOSURE & - FENCE DETAIL N.T.S. -F 2x6 TOP RAIL ---- 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POS -- 2x6 BOTTON ATTAC H RAJ L W/ 3-1Od (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 ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. MIN. TREE PLANTING SECTION 105 502 DUMPSTER AND ENTRY PAD DETAIL N.T.S. 12'x10' 4" CRUSHED (3500 PSI) 6" 6" x6"xW2.9. WWF(1.5" MIN CLEAR) _ 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 PLAN. G 4 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE -� PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF' SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, = t\ CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR I IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES in 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 I SURFACE DRAINAGE. Ih 8. LOCATE THE TREES A MINIMUM OF THREE FEET (3') FROM ALL WALLS AND WALKS, IF POSSIBLE. 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 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 211x2"x72". 10. USE SHREDDED HARDWOOD BARK MULCH IN ALA. PLANTING BEDS. 11. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON AI.I. B&B PLANTS. 12. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 13. 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. 14. 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. CG 12A T' WHERE STD. CG-3 OR CC-7 S USED. 4 <'Tj..•t• �" OR CC-62 • 12-1/ MAX. -__ ' 48:1 MAX SECTION A -A A • 5 DOWELS, 8" LONG 5 -0• 3'-0' S 0' M • 12° C-C - PERMISSIBLE MN, PERMISSIBLE MAXMUMI ..INSTRUCTION JOINT CONSTRUCTION JOINT B 8 SECTION B-B n 1 6,. LINTS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFIED AS A CONTINUOUS PA UNOBSTRUCTEDCONNE TINGT�EACCES�E ELEMENSLJP RE T A TANGENT PLAN FACIE,TY THAT CAN BE APPROACHED. ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES c� o- THUS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SDEWAX LAMONG (48" WIDE) REQUIRED AT TOP OF CURB RAID MOO" CLM RAMP LENGTH 8" FOR NEW CONSTRUCTION, 8" FOR ALTERATIONS. CUTS RAP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL 8 DETECTABLE WARNING SURFACE COVERING THE ENTME WIDTH OF THE RAW FLOOR (RAP FLOOR MAY BE PRECAST OR CAST N PLACE). THE DETECTAIN,E WARNNO SHALL BE PROVIDED BY AN EXPOSED AOOREOATE ►(11 11n11 tt11 FMfN. RAMP SHALL NOT EXCEED A MA)RNIIM SLOPE OF 121 SLOPING WES OF CUM RAMP MAY BE PWO WMIDUTHICALLY WITH RAMP FLOOR OR BY USING I' 'I PEJR/BBIU CONSTINJCTR)N JOINT OM RBA OB. TYPICAL PLACEMENT TYPICAL PLACEMENT IF RAP FLOOR 15 PRECAST, HOLES MUST BEPWMED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE A PLACE AFTER PLACEMENT OF PRECAST RP FLOOR PRECAST CONCRETE SHALL AT INTERSECTION WITHIN CROSSWALK BE GIB A-4 WITHIN CROSSWALK (WITH BUFFER STRIP) REQUIRED R, DEOAIE f OISE MRAW FLOO MBw�iIAl CONcACED �iE�COVER IV,-, CENTER ALONG BOTH SIDES a THE RAMP f'✓ CURB RAPS HAIL BE VJ1BlREO NO PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SDEMILx NO EXPOSED AGGREGATE SIDEWALK. COMPLETE -IN -PLACE. CUm/gA AND GUTTER SLOPE TRANNSIT05 ADJACENT TO TO CURB RAMPS AJW INCLUDED II PAYMENT FOR CURSAMM NO GUTTER. i WHEN UM IN 00NJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STADARD IS TO BE ADJWM TO LATCH THE MOUNTABLE CURB AND, CONFIGURATION CLM RAVr AK TO BE LOCATED AS SHOWN ON THE PLA5 OR AS OWCTED BY THE ENGINEER, N/ THEY ARE TO SE AT NTEIMCTIONS WHEREVER AN ACCESSABLE ROUTE ■ WITHIN THE RIGHT OF WAY OF A MWAY FACILITY CROSSES A CURB REGARDLESS OF WHETTER SIDEWALK IS D@STING, PIIQBNO. OR NONEXISTENT. THEY MUST SE LOCATED WITHIN PEOESTANI CAOSSWAJM AS SHOWN ON PLANS OR /6 DIECTED BY THE ENGINEER, AHD SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES DIAGONAL VMATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP NITS. ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP TTCFICAM (ACCESS FOR MOBILITY IMPAIRMENTS) �? 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION ROUTE 11 - VALLEY PIKE TYPICAL WIDENING DETAIL AT ENTRANCE ZI N.T.S. -' 31 I 0 EX. LANE (12'+/-) I 14' I VARIABLE I B ALL SIZES INDICATE THE RIOUIRED PLANT HEIGHT or CALIPER AT TIME OF PLANTING PLANT LIST KEY QTY. BOTANICALI NAME COMMON NAME SIZE SPACING NS 17 Nysso sy4bco Black Tupelo (Blockqum) 2" Cal. 25' c. c. QA i0 Quercus albo White Oak 2" Cal. see plans TC 32 Taxus Gus idato 'Denso' Cushion Japanese Yew 3' B&B 4' c. c. ALL SIZES INDICATE THE R QUIR£D PLANT HEIGHT or CALIPER AT TIME OF PLANTING 40 Yp •dA S T 1 '`PP- TRUCK:(14) �--_ 14S � FLI,1F�v rsF.7�A ^1 42,- ~ PARKING PEIPARKING AR zz , k� I NS•rx a ; I I oA NS ---� QA 75' PARKING PERIMETER- 184= PARKING AREA- 1,959sf— ra E FENCE TO BE ----- REMOVED AND RELOCATED AS NECESSARY TO PLANT PROPOSED TREES AND SHRUBS. �e H • A • NS • -'' NS •NS • - f �— ,-� U.S. ROUTE 11 — VALLEY PIKE LANDSCAPING PLAN SCALE: 1"-40' 7�n PARKING PERIMETER- 227' PARKING AREA- 3,0029f C v J Z a� cl- V Z cn a. � e W tU Z p Z J uj t uj V I— N 0 Z Q 0 L+: � Q N Z ZLAJ ZQ j V) W H W > a0 Q�XV Y W W V V V) W V W Y � U LLJ o to o_ O O J a) ,-•0 N�.A 7 (D 0) C V) CN � In C I N N (0 ((0 •' .a (O O to C Y cp It U O 'D > � L C co 0 0 L U (u N :3 C � O U Ln3 �0 ►LLd Rm N O cy- { (� I I I-- w W Z Z5 �Z rl�■i1►�r►rii►�� U w rM ' No. 18260 zp lot, Grp GN �39JONAL SURVEY: C.I., Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: 1"=20.0' 02/15/02 SHEET: w /7 END -SECTION 12" - 60" PIPE OUTLET END -SECTIONS ON INLET END -SECTION i E PLAN _ B A D -PAY LNFI - SFr:TM Y-Y CONCRETE TO U 4000 PSI Ll1AIM row a, 1 J A . � NE'AnKZ=IIIIIIIIIIIZiIIIIIIIIWZ=�� 7ii��9�i'$iit•��Ili STIi �� t$� i76� �� i$'➢� NFOM ALTERNATE EIS -SECTION 12" - 6011 PIPE ES-, HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION x X I - - 4 CONCRETE TO OF E 4000 PSI INNM PLAN OF PPE END VIEW SECTION X-X ~ R PAY LINE c NOTES( e PPE LENG TH5 SHOWN ON PLANS 4% BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS VER7 TO USE THE ALTERNATE DESIGN SHOWN ON -- - - --- THE RIOMT LENGTHS WILL BE REDUCED By THE oFFEVREN(:E N DIMENSION ro' SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12RN-60RI CONCRETE PIPE CULVERTS 302 VIRGNIA DEPARTMENT Of TRANSPORTATION TD2 01 SHAPE TO ELEVATION OF ND -POINT OF LARGEST PPE. I SLOPE TO DRAIN TO INVERT :CTION A -A OF OUTLET PIPE IF TREATMENT IN DROP INLETS AMEN OfFERENi SIZES •OF PIPES �••� . ARE ENCOUNTERED SLOPE�\ 1 DRAIN \ TO NYERT OF NOTES; \ OUTLET PPE SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH \ \ THIS DRAWING 6TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF \ STRUCTURE MANHOLE OR DROP NIT t5 TO BE FORMED MD SPECIAL DRAWL N AC MATH APPLICABLE STANDARD OR SPECIAL DRAWING / T}E C T SNIPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MD( CONFORMING TO CLASS A3 OR B CLASS C1.EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE LIP TO 4" N DIAMETER MO CONSIST OF STONE, BROKEN BRIG(, BROKEN BROKEN CONCRETE OR CONCRETE BLOCK THE SURFACE 24ALL BE LEFT SMOOTH BY MEANS OF RAND TROWELLING NONE I 1 I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. .. DETAILS OF INERT SHARING AS SHOWN HEREON ARE FOR EXAMPLE PUIPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO SE SHAPED --- IIDNDUAI.Y TO BEST FIT THE PARTICULAR INLET AND OUTLET CONi1CURATION AD FLOW LIES, SECTION B-B PLAN - METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VRGNA DEPARTMENT Of TRANSPORTATION 10608 -•5 BARS • 6" EACH WAY /S BANS • 6" c-° EW-11APC I - '•%'." ■ 9" LAG BOLTS T� e" �--- 2'-0"-_--� 6" �-- PRECAST _ INTO CONCRETE INSERTS 1 �I FOOTING PPE SIZE H S 2t j w ,5" 4" L PRECAST WINGS } 24 a -6 P'µ •5 BARS • SHAPE TO BE CAST IN PLACE OR PRECAST BEVELED WITH CURTAIN WALL SNAIL SE �- MORTAR NCLUOED INEw-A1 THE SEE DETAIL A �--- CosT FOR '0.1 E � - PRECAST WNCS T 17------- - SEE DETAIL B e" LAG BOLTS WITH WASHERS DETAIL A JOINT MAY BE KEYED. DOWELED OR EPDXY GROUTED •3 BARS . 12" END WALL DETAIL LfLf I�c-c I3 BARS • 6" c-c.A• •S • 6" c-c SECTION A -A •S • 6" br - .T :.. _ :�_ e., 2•-O., e., -- - ,L ZY," 2YVI" '/4" - •S • 6" c-c M" ET-2 Y G + I o - -- -- ---- DETAIL B T-- . L . FOOTING DETAIL . HEADWALL TO BE BEVELED N ALL AREAS io CONCRETE TO BE 4000 PSIMNBRM COMPRESSIVE EXCEPT WHERE A CONFLICT WITH INVERT T STRENGTH. IF PIPE IS TO BE SKEWED. THE OPENING OR WMWALLS OCCUR. -_-_ L .-� I WILL BE ADJUSTED TO ACCOMOOATE BEVEL EDGE IS REQUIRED ON THE REINFORCING G STEEL ACCORDANCE WITH ASTM A615 HEADWALL AT THE INLET ENO OF THE (REINFORCING BARS). CULVERT (WHERE THE FLOW ENTERS WING WALL DETAIL PPE. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL THE CULVERT. DIMENSIONS MAY VARY WITH MANUFACTURER HEADWALL AT THE OUTLET END Of THE BOTTOM OF STRUCTURE TO BE ON THE SAME GRADE CULVERT MAY BE EITHER SOUARE EDCE AS DITCH. OR liEVfl EDGED FOR�DETALS OF GRATE AND HAAlER OF GRATES REQUIRED SEE EW-110. pAINAGE UNTS�L NAS Z*N4WAT YMCHNfER KAYO PROVR)ED ON ALL EDGES AT AA1NOy PRiE OAST WICIFrATIN PRECAST PIPE ENDWALL WITH LOAD - CARRYING GRATE 105 FOR 12RR-241N PIPES 233 302 VRGNIA DEPARTMENT OF TRANSPORTATION 101.31 STONE CONSTRUCTION ENTRANCE 70, MIN. EXISTING ----A PAVEMENT 3' S:1 FILTER CLOTH G- MIN. A MOUNTABLE )#RIM (OPTIONAL) SIDE ELEVATION_ EXISTING GROUND \ - 70' MIN WASHRACK LO' MIN O1` T I [iN AL> �_ Io• Mm 12' MIN �'-- EEXISTING PAVEMENT ~� VDOT II POSITIVE DRAINAGE 10' IN COURSE AGGREGATE B I TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FVLL WIDTH I OF INGRESS AND EGRESS PLAN VIEW OPERATON 12• MIN, s M,N. 3' MIN FILTER CLOTH �� ' SECTION A -A LWAIN ,TALI SECTION B-B CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1 SET POSTS AND EXCAVATE A 4'X4' 2, STAPLE WIRE FENCING TO THE POSTS TRENCH UPSLOPE ALONG THE LINE OF POSTS FLOW III I 4' 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH x .-STREET APPROACH SAME 4 A-, SURFACING AS MAINLINE (RADIUS 10 BE AS i+ i ROADWAY' SHOWN ON PLANS) Ci C (RADIUS TO BE AS --------+ --- SHOWN ON PLANS) i S T'0 CC-11--� CURB AND CIITT N Y (STro. CC-6, 1...1, 1 CLASS AJ .•-►.,. i..; s... 4' SIDEWALK I ®',, I °.i : (H.Es.I ••.. �•.. e. ------ OPTIONAL 6" CONCRETE-- . �+ FLOW LINE EXPANSION JOINT ------ EXPANSION JOINT AJ ---_--lNOTE: WIDTH 'B" 2'-0" OR AS 'A' MAINLINE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTION. PLAN VIEW M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN ® THE ENTRANCE RADICANVOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10'PARABOLIC CURvI TRUCK TRAFFIC THE DEPTH FOR SIDEWALK L CURB RAMPS WITHIN tHE LIMITS OF THE RAN SHIOLI D BE EDGE OF SHOULDER OR a xx MAR. INCREASED TO 7". U'TIONA FLOW LIE IS USED MML►E ROADWAY ----_ __--__.__.----_------_ IIN/OO WHEN TE TION /WITH VDOT�PROJECT�PLEASE esMAx D SLOPE CIANQE-' --_ 40'INN.FOR STREET X.)K MAINLINE PAVEMENT SNAN_L BE CONSTRUCTED S'LIN. D TO THE I" LIE (EXCEPT ANY SUiGRADE STABILIZATION REQUIRED FOR MAINLINE O'DESRABLNFOR COMMERCiAi P IEN"rETRANCE THE WHICH CAN N DOTTED N NCEA SECTION A - A A ANDRADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D BEYOND � �L�rEXCEPT rORRDCTED REPLACEMENT PURPOSES WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRAILf MAXIMUM STAIN OR CIS T THE CURB FACE ON THIS _ _ _ MOUNT BiL I$ TO BE ADJUSTED TO MATCH THE HIGH (MORE THAN 15W VPD) 0 X J I NOtAITABLE CURB CONFIGURATION SEE STANDARD CC-12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) s.3 1 6 x TO BE USED WITH THIS STANDARD LOW (LESS THAN 500 VPD) s I, 1 6 3 * PLANS ARE 10 NORCATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE OPTIONAL FLOW LIE MAY REQULE WARPIM. OF A PORTION Of CUTTER TO PRECIIDF PONDNG OF WATER BET(, IIIETH= OF TREATMENT - CONNECTION FOR STREET NdTERSECTIONS 502 AND COMIIERCUIL ENTRMICES . ! ..NIA APARTMENT OF TRANSPORTATION 4 BACKFtLL AND COMPACT THE EXCAVATED SOIL -4irf, EXTENSION OF FASR,{: AND W(RE INTO THE TRENCH FILTER FABRIC II- WIRE —i - PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED MANNEL L a -� 0 R —+ I d SECTIONS A -A FILTER CLOTH KEY IN S-9'. RECOMMENDED VOR ENTIRE PERIMETER __ _T L MID (MIN ) PIPE OUTLET TO WELL DEFINED CHANNEL. PLAN VIEW 1 d SECTION A A HTLTF.R CLOTH KEY IN 6"-9'. RECOMMENDED FOR ENTIRE PERIMETER NOTES 1 APRON LINING MAY BE RIPRAP. GROUTED RIPRAP GABION BASKET. OR CONCRETE Z IA IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3 1R -3 AND 318 4 3 d - 1 5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LES'S THAN 6 INCHES ---- I I I I I I I IC-10-1 TEMPORARY DIVERSION DIKE Compacted Soil F" a 18" min. W ... —Flow ll Itll 1110411 111 II I11 III milli I Milli I Wellill I milli I wilill I _ 4.5' min. ----� — � -- ti Q 2 V V • ` Z Z Q W N � Lj W W F- 0 N M CL Y ]L LLJ LAJ UN� U W ]C � U V' W Q m CL O O CjN � N `- 0 U) M O) 0 (!)N r�_N U N I I U +' C N a0i cp N N +`� 0 c0 C U) C u p,00® oy��c 0 N 0 L h� C O m 0 -C E .. � U Q u 0 c0 0w �( N 0 ! f' 0 W ;'11I1 ( tt IfII+ jlt Z N W I' J Z c '! n — � LLJ Z 0Z �II11� Vllllr U W ixVi op O r Tuorrt" t. PAINTER No. 18260 G sSJONAL SURVEY: Painter —Lewis, N/A P.L.C. DRAWN BY-. JOB NO.: TGP 0107003 SCALE: DATE: AS SHOWN 02/15/02 SHEET: 7/7 01PITAL MEAT6, INC. PROPOSED OFFICE FACILITY ABD USE BROOD VS '3908 VALLEY PYRE D BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIACAP ASSY. ASSEMBLY NC., D.F. BASEMENT FLOOR PROJECT: CAPITAL MEATS, INC. BLK. BLOCK PROPOSED OFFICE FACILITY & SITE IMPROVEMENTS 3908 VALLEY PIKE BC BOTTOM OF CURB �1TN.CHEST'ER, VIRGINIA 22602 BML BUILDING MOUNTED LIGHT TFh OWNERS: CANKAYA J. AKKUS & CAVIDAN AKKbS PARCEL: 75-A-4A BP BREAK POINT MP,ROV'=�M,ENTS 627 AYLO.R ROAD STEPHENSI.CITY, VIRGINIA 22655S, RSB'D. BASEBOARD (546) 869-2460 C&G CURB & GUTTER Contact; MR. JOHN AKKUS 'CIP CAST IN PLACE CONCRETE BILLY G. FLETCHER & SANDRA H. FLETCHER PARCEL: 75-A-4 CL CLASS VALLEY PIKE 3$;08 CMF CONCRETE MONUMENT FOUND VALLEY WrNC wINOHEST`ER, VIRGINIA, 226D2 CPP CORRUGATED POLYETHYLENE PIPE 1 CMP CORRUGATED METAL PIPE DEVELOPER* CAPITAL :MEATS, INC. P. o..BOX 1210 1CMPA CORRUGATED METAL PIPE ARCH TE0)ENS CI Y, VIRGINIA 22655 CO CLEAN OUT DIA. DIAMETER �� ' DS DOWNSPOUT Contact: MR. SCOTT A. 1•fcZ1ICHAEL B,ACKCREEK SSURVEYOR::FAINTER.-LEWIS, P.L.C.302 SOUTH BRADDOCK STREET' EOP EDGE OF PAVEMENT WINCHESTER, VIRGINIA 22601 EOG EDGE OF GRAVEL (540) 6(2,-5792 Contact: MR. ELLIOTT RITCHIE EX. EXISTING F.F. FIRST FLOOR APPLICANT] PAINTER - LEWIS, P_L..C, F.F.E. FINISHED FLOOR ELEVATION FR'EDER CK- COUNW V RG ''N A ENGINEER: 302 SOUTH BRAD.DOCK STREET, SUITE Z-00 WINCHESTER,'VIRGTNIA 22601 FDC FIRE DEPARTMENT CONNECTION (540) 662-5792 FG FACE OF GUTTER Contact: TIMOTHY G. PAINTER, P.E. FH FIRE HYDRANT PARCEL INFORMATION. IF.L.S. FIRE LANE SIGN - GO. GAUGE PIN.: 75-((A)) =4 FLETCHER PARCEL IGM GAS METER 75-((A))-4A AMS PARCEL GV GAS VALVE SITE AREA: 75-((A))-4 27;500.Sq. Ft. HCR HANDICAP RAMP (0.6313 Acres) - HD HOSE BIB 75- ((A)) -4A 13,750 Sq. Ft. _. : - _ . (0:3157 Acres) HDR CURB 6 HEADER CURB TOTAL AREA: 41,256 Sq.. Ft. (0.9470 Acres)'. �` IHTR. HEATER THESE PARCELS ARE TO BE COMBINED INTO ONE PARCEL. f i� IIPcF IRON PIPE FOUND �� IP�7 IRON PIPE SET � 1' ZONING:' BUSINESS' AND INDUSTRIAL ZONING DISTRICTS D PARCELZONING: SECTION B: B-2, BUSINESS GENERAL DISTRICT i w: INV INVERT LP LOW POINT. PROPOSED USE: RETAIL FOOD SERVICE OFFICE FACILITY COUNTY OF FREDERICK ` LT, LIGHT CURRENT USE: RETAIL FOOD SERVICE OFFICE. FACILITY MLP METAL LIGHT POLE a� '' SITE, 1�, Zo1�I>;rG REQozRs�MEasTs: � gy®� MPD MULTI -PRODUCT DISPENSER I PROPOSED USE: RETAIL FOOD SERVICE OFFICE FACILITY MP METAL POST IMH MANHOLE SETBACKS: YARD: REQUIRED: PROVIDED: �O %;; ItIDC DOSE DOWN CURD FRONT: 50 Ft. 59.87 Ft. 1N.P.S. NO PARKING SIGN SIDE': 0 Ft. 9.09 Ft.% REAR-.: 0 Ft. 136.72 Ft. �{_�� 'NRT NO RIGHT TURN BUILDING HEIGHT: PRINCIPAL: 35 Ft. ' �.� r O ®p� iN,T.S. NOT TO SCALE �f OHE OVERHEAD ELECTRIC DENSITY: OPEN SPACE: 1,5% MINIMUM = 0.1420 Ac.) � r r I OHT OVERHEAD TELEPHONE ®�P® 1� tJA '� O � C✓ Y06$ PARKING REQUIREMENT:,� IPIV POST INDICATOR VALVE ® ®h0 TY LINE ®And� 1 SPACE PER 200 Sq. Ft. of Floor Area P RETAIL:IPP r®� r' % POWER EPOLE WAREHOUSES/ 1 SPACE PER EMPLOYEE '` �® (PROP. PROPOSED CONSTRUCTION v. IPVMT PAVEMENT STORAGEIRCP REINFORCED CONCRETE PIPE PARKING REQUIRED: `9 RD ROOF DRAIN OFFICE AREA: OFFICE AREAS: 4,4.53 Sq. Ft. FOOTPRINT RED. REDUCER 4, 453 Sq. Ft. /200 Sq. Ft.= 22.27 -> 23 Spaces 1 HDCP ACCESSIBLE SPACE R.O. ROCK OUTCROP TOTAL: 23 Spaces INDEX TO CITY/COUNTY LOCATION VICINITY MAP SAN. SANITARY PARKING SPACES 23 Spaces Required 10, = 1000' STD. STANDARD REQUIRED: 1 HDCP Accessible Space T.O.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED LANDSCAPING AND T.B.P. TO BE PRESERVE® SCREENING: B-2 DISTRICTS: NO ZONING BUFFERS LANDSCAPING far. VIRGINIA DEPARTMENT OF TRANSPORTATION TB THRUST BLOCK PARKING AREAS: TOTAL SITE IMPROVEMENTS: 1 Tree Per 40' Perimeter P/.N° 75A-6-8-416' TC TOP OF CURD STAUNTON DISTRICT (940' Perimeter/40�' = 23.5 Trees -> 24 Trees REV 7 9.5 PAGE 1 OF 1 TEL. TELEPHONE I I/.4NCO, L.L.C. / Perimeter Screen Along R-0-W & Adjacent Properties TRB TELEPHONE RISER BOX ®®, 969, �� '�,��, PLAN (3' -High Evergreen Hedge) I GENERAL NOTES FOR ENTRANCE PLANS TVRB TELEVISION RISER BOX 5% Interior Landscaping Islands US-C° A-11 //-S70R4OE' Proposed ParkingArea: 11,629 Sq. Ft. (11,629 x 5% = 581.5 Sq. Ft.) 1 TONE: 82 VDOT GENERAL NOTES: TYP TYPICAL 1 Tree Per 10 Parking Spaces V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST UGE UNDERGROUND ELECTRIC FGAS (25 spaces/10 spaces = 2.5 Trees -> 3 Trees EDITIONS OF THE MRGINIA DEPARTMENT OF TRANSPORTATION UGG UNDERGROUND ' �E ° N.3�°1� 52 N.�6°18 g��" m - - (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, UG CATV UNDERGROUND CABLE T.V. PROPOSED DEVELOPMENT: RETAIL OFFICE FACILITY: 5000 THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS iUGT UNDERGROUND TELEPHONE EX. BUILDINGS TO RE CONVERTED: AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS 1-1/2 STORY CMU BUILDING: - XFMR ELECTRIC TRANSFORMER - Office Areas: 929 Sq. Ft. APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF WL WATERLINE Ex. Freezers: 344 Sq. Ft. -r- THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. WM WATER METER 1 STORY BRICK BUILDING: �i WPP WOOD POWER POLE office Areas: 2,062 Sq. Ft. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. O U O WTP WOOD TELEPHONE POLE Prop.. Freezers: 720 Sq. Ft. N. 75 .4-4A P. w N DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH WV WATER VALVE . PARKING PROVIDED: 24 SPACES PROVIDED a v ® ADMINISTRATION AND VOSH RULES &REGULATIONS. CANXA�� '� CEO/®��AK �v�� (INCLUDES 2 VAN -ACCESSIBLE HDCP SPACES) 5'R RADIUS IN FEET D.S. 756, Pip° 291 NA -� V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC 1100.00 PROPOSED SPOT ELEVATION USE.' OrFICE �'' CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN PARCEL DEVELOPMENT: 0.9470 Acres � �_ � � ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK X(00.00) EXISTING SPOT ELEVATION ZONC°• 82 F P./.N. 7,5A-6-B-41C HATCHING INDICATES REVERSED PITCH .REQUIRED AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC >� QI� TOM"S L.L.C. CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH IN THE GUTTER PAIN: PITCH TO BE �� OPEN SPACE (15%) : 0.9470 Acres x 0.15 = 0.1420 Acres p C� D.S. 969 PG. 1197 VDOT'S JANUARY. 1994 (OR LATEST EDITION OF) ROAD &e 1 /8 PER FOOT. TRANSITION THE GUTTED ' r PARCEL COVERAGE: PROPOSED OFFICE FACILITY & IMPROVEMENTS: P.IA/ 75-�-�"� BRIDGE SPECIFICATIONS, SECTION 104.04-C. D.B 4[�5, PG. 55B OVER A 10' LENGTH (TIP). ) N L BUILDING AREAS: MOHSEN 5,4DEGH.?A9,CH 1-1.2 STORY CMU BUILDING: USE. VACANT Office Areas: 929 s Ft. D.B. a.i9, PG. ,356 V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO 1 q �; q ZOAU6:• 82 REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE Ex. Freezers: 344 Sq. Ft. USE:' VACANT ,. � � SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, .BONE.' B2 EJl 1 STORY BRICK BUILDING; offiLU ce Areas: 2,062 Sq. Ft. ®LDC' h �� VS. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE Ex. Deck: 398 Sq. Ft. O I - L (6 RESPONSIBLE FOR 4- Prop. Freezers: 720 Sq. Ft. ,o, ACQUIRING ALL NECESSARY VDOT LAND USE coo BUILDING AREAS: 4,453 Sq. Ft. �, PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. AI \\ill PARKING & AISLES: 11,629 S Ft. CAIDR j-( A j�[(j7'9ATS RNC q' J MEATS, 9 JIIS VAS. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A Llll JISI LIfLd\VVJISI ° PAVED DRIVES: 11, 002 Sq. Ft. I PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD CONCRETE AREAS: 1,002 Sq. Ft. �;i T E'er BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE ®� EMENTS SHTE TOTAL AREA: 29,522 Sq. Ft. BLDt9 OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY (0.6717 Ac.) i COMPANIES AND VDOT PRIOR TO INITIATION OF WORK, OPEN SPACE: 11,728.00 Sq. Ft (0.2692 Acres) (28.43%) -Open Space is considered to be all lawn and Q Q V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY �� NGS slope areas. s, I OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY F.A.R.: F.A.R.- 0.1022 Ac/0.9470 Ac = 0.108 < 1.0 UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE SHT. 1 /7: COMER SKEET & ZONING NOTES I t 48 HOURS NOTICE FOR ANY INSPECTION. LANDSCAPING: SHT. 2/7: SITE LAYOUT PLAN and (GENERAL NOTES LANDSCAPING for Va. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING PARKING AREAS: FRONT BUILDING AREA - PHASE I: nn' , ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT SHE 7: SITE GRADRINIG and EROSION &t 1 Tree Per 40 Perimeter �L%� / ._ L 1 ®O , (940' Perimeter/40' = 23.5 Trees -> 24 Trees o ° o o ` o ° ° o o 0 0 PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF PROVIDED: 24 TREES 5.36 18.52 W 1®..38 1 - 5:36°Ie5,iT'!� 5O0�O` A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE SEDIMENT CONTROL PLAN _._ Perimeter screen Along R-o-W &Adjacent Properties MRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. (3' Nigh Evergreen Hedge) 5& Interior Landscaping, Islands FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY o�I�°I�,/`�: STORM SEWER PLAN PROFILES � � �-� ��_ __. ,_ __,. - Proposed Parking Area: 11,629 Sq. Ft. e' THIS 'PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. (11,629 x 5% = 582 Sq. Ft.) and DETAILS PROVIDED: 1025 Sq_ Ft. (8-81%) q �Q �� ' U tt n �q � ��®tea 1 Tree Per 10 Parking Spaces U.S. ROUTE 1 o VALLEY PME �vv�}7one /a� PLAN ,�. __-,..�.-._ •.---_..--.:c-",,,y.'-� o � : ��`�✓1S.d ��d`7.1��V ��y ��1�� ,•'s�=_ � ... _.._ ,e-.. (25 Spaces/10 Spaces = 2.5 Trees -> 3 Trees SHT. 0 (�E MAINjLo�ajg�1 !P ¶ ��p �J PROVIDED: 3 TREES n e�j( �g }� PUMP 17e� p q��y SEWER © ll �l1IIb !t o�� VU �!(b �lJ� a� ll Ii1 Il ll®ACl SANITARY STATION TOTAL TREES PROVIDED: 27 TREES ay1�1��11 P/N 75-A-1® <� © U PROVIDED: SEE LANDSCAPING PLAN ENGLE' PROPeRT/ES INC. © ( �o (�/�: j �� ®IjJ� �� G. 586 PLAN ll.aAiC1DSCA!["lldNG ZONING NOTES,: USE.' CO MC C/ALPc NVOSTRIAL ZONE.- B2 SHT. 7/7 o MISCELLANEOUS DETAILS 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING. BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE Q DEVELOPMENT OF THIS OFFICE COMPLEX. ALL LIGHTS SHALL BE DIRECTED SO L ®O�j?��j�(�� BE U�ESU"®�Q�B�Q L�d��Q® THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. y 0 0 0�1 UPI 0 NAME: APPROVED BY THE WNWV�%� R93TRTQR 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED PA�NTER=LEW�S, ON THE PLAN. IV /"i�VY P.L. {� ��•/�� ,vpp� (� 4 O p�l� 3. ONE OUTDOOR TRASH COLLECTOR HAS BEEN PLANNER FOR THIS SITE. THE D(1MPSTER SHALLBE CERTIFICATION #: PLACED TO .THE REAR OF THE EXISTING FREEZER BUILDING TOWARDS THE REAR OF THE PROPERTY. �, � e y p� C �C1 1I� �®� ®®�@I j� �� ® V TItM �. /I�NI�I{ �, DATC: �-�7 ,� 4. NO OUTDOOR STORAGE IS PROPOSED FOR THIS SITE. (� I �// �o/94// ® 1� THE RESPONSIBLE LAND DISTURBER IS THE 5. A PERMIT FOR ALL EXTERIOR FREEZERS AND ANY PROPOSED BUSINESS SIGNS IS W, TERV� H0 I) REQUIRED PRIOR TO INSTALLATION. THE NECESSARY PERMITS SHALL BE OBTAINED PARTY RESPONSIBLE FOR CONSTRUCTION & RCO�Ua ADD XH9MA700A []Q THROUGH THE BUILDING DEPARTMENT. 0 ®� � � MAINTENANCE OF ALL THE LAND DISTURBING 6. VEIOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY o14�LE� ACTIVITIES AS SET FORTH IN THESE PLANS. SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. ExIS'1TNG ENVIRONMENTAL FEATURE. SHEET; 1 7 TOLE 140.0107002, 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 APPLICABLE NWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, P. /. N. 75A-6-8-418 VANCO, L.L.C. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" D.B. 969, PG. 1197 AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) USE., MINI -STORAGE DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. ZONE- 82 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INIFORMATION. 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. Y� Ex. Fence 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. N 6'18 52,�"E" 50 _ S36 018 5_2't 1010. UO' (To Remain) _ _ _ 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS � X;E 5 d7• X X �= n^�NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF (C) (T.B.R.) '� PROP. �+++uSl X O CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. Ir 5 S_ A 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY THE OWNER THAT WAS PERFORMED BY RITCHIE SURVEYS OF STEPHENS CITY, VIRGINIA 5'R - WITH SUPPLEMENTAL DATA PROVIDED BY THE SURVEY DIVISION OF PAINTER-LEWIS, ( P./.N. 75-A-� (T.B.R.) P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON 4CHS£N SADEGHZAD£H W fY ESTABLISHED SFOR ATHIS TUM APR PROJND A ECT. INTERVAL OF ONE (2') FOOT HAS BEEN b D.B. 6.39, PG. J56 X m ,fhb 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. USE.- VACANT 1 y LONE, 82 1•-15,00''-"I 'r 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF P.I.N. 75-A-4 ❑ STONE PAVEMENT, WHERE APPLICABLE. 2 DC (T.B.R.) BILL Y G. & SANDRA H. FLETCHER 6 ( D.B. 5?2, PG. 569 1` 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. o ZONE' 82 CONSTRUCTION NOTES: ' I PROP. TRUCK ~-20.00EROSION AND SEDIMENT CONTROL: W DELIVERY AREA 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY 1 U 0 ' a: LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE x m - CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL 5' HANDBOOK. wl uj uj 5'R 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR PROP. DU M PSTER PAD & Q THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY WOOD FENCE ENCLOSURE ' > 20 __� BOUNDARIES AND THE EDGE OF PAVEMENT ALONG THE ROUTE 11 R-O-W. NDC 1. 0 1 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE m FREEZER PAD CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE 12' 2° LOADING N END OF CONSTRUCTION. 112' 0 SPACE F.F.=737,0 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE / w OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED 5-2- NOC 10. ( T- J DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS FIRE -RATED WALLS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE LOADING cn FREEZER PAD REQUIRED FOR NEW END OF WORK THAT DAY. ) a SPACE b F.F.=736.50 FREEZERS IN THIS AREA. N O 1 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT O 1 CONTROLMEASURES SHALL BE INSTALLEO. AFTER STABILIZATION, THE TEMPORARY / ' -gyp m M �- 45.00' EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION P./.N. 75-A - 4A m o a PROP. FREEZER AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED CANlCAYA ✓. d� CAU/DAN AKKUS CO AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. �B. 756, PG 297 Lj LOCATIONS FREEZER PAD / I I 41 _ F.F.=736.00 N w�w; VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: USE. OFFICE g '\ SEEDBED PREPARATION: `�1 A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ZONE- B2 ' ^ 33.16' ?O ACHIEVED. ' 3 OD I B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf). ' I d 30'R 1 Ex. DeckA SEED TYPE: RATE: MIXTURE bD O I I � RELIANT HARD FESCUE 130 lb/Ac. 65% W a: Ex. Stairs to �A KENTUCKY BLUEGRASS 40 lb/Ac. 20% W'm 6.4 Basement ' PERENNIAL RYEGRASS 30 lb/Ac. 15% To Remain 8.98 Ni SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. N P.LN. 75A-6-8-41C r I EX. 1 STORY BRICK TOMS L.Z.C. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OFCLEANING TRUCKS AND OTHER I EX. BLOCK F.F.=737.49 RTM N D.B. 969, PG 1197 CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE E GARAGE Ex. Gard e R RESPONSIBILITY OF THE CONTRACTOR TO AINTAIN CLEAN STREETS AND TO ALLAY DUST 1 Vt (T.B.R.) APPROX. LOCATION 9 DBUSESVACANT 58 M AT ALL TIMES. OF EX. 3/4"0 WATER I I ZONE B2 EXCAVATION AND GRADING: g SERVICE 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED j EX. � 15.00'--i 89 3 HDCP CONC. Inv.= yyp,LK FIRE -RATED WALLS MATERIALS SHALI. BE PROPERLY DISPOSED OF OFF -SITE. ( GRAVEL 3 'R 733.50 RAMP REQUIRED FOR (T.B.R.) o en POfC G•F.= 736.18 2• ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON THE V.I.F. p CHANGE IN USE. ADJACENT SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE FOR Nl k Ex. FUTURE FINISH GRADING. IF THE ADJACENT PROPERTY OWNER DOES NOT GRANT k1E,. T Ex. Ex. TO T,$,R Drive N PERMISSION TO STOCKPILE THE TOPSOIL, THEN IT SHALL BE REMOVED FROM SITE AND Cistern Gross MAIN] y alk n W THEN BROUGHT BACK WHEN NEEDED FOR FINISH GRADING. 15.96' (T.B.R.SIRE CG-9A CONC. a' a ENTRANCE 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE ^ X. �� 10.00 CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL HDCP Freezer ro N 0 G - 6 10' GUTTER MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO az RAMP To Be `�� `p" EX Ex. N TRANSITION 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL W LANDING elocaFed) OrC walk 0ENGINEER. 5.00' Inv.- 734.73 + /�- ( S 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR ( j I EX. 1 7/2 STORY to' G ER STRUCTURES WITHOUT PERMISSION OF THE OWNER. HDCP 5'R BLOCK BLDG. ( TRANSI ION 5.00' 5�. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM i RAMP F,F.=737.73 4.1 R G-6 OF 6" TOPSOIL OBTAINED OFF' -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF 0'R , -7-�, IEX. ASPHALT DRt �, PERMANENT VEGETATIVE COVER. 1 ` HDCP APPROX. LOCATION I `-i /T�Ih"' (T.B.R.) N (To Remain) OF EX. 3/4 0 WATER \ y N I l ) 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS ( LANDING SERVICE-i- r ROT. 71'4"m PVC PP. PARKING6 NEEDED. I_) SDR-35 SAN. SEW. LAT. 2' NDC 1 GUTTER O 2.08% Slope (Min.) 00' - ,6R/ C -6 ) R k IYP• 5.00' 7.9 III III 5'R I 5' Inv.= I 6.71'R N P OP. PARKING N 729e4 / ' (T 3.R.) o AREA o 0 (T.B.R ) o ® PROP. DI-3B, L=6' O r^ 115'R I TOP = 732.30 +$'--j .00 G-6 12' 1 12' - ® 15"0 INV. OUT=727.30 I k I yp.)L 0' + ' CG - 10 INSTALL CG-12 HANDICAP PR 49'-6"0 PVC 5'R RAMPS IN ENTRANCE AS SDR-; SAN. SEW. LAT. IQ gd' PROP. 35.86°-15"0 RCP DIRECTED BY VDOT INSPECTOR. 0 .08% Slope , vf, 4 0 C R I 2'75 CURB CL. 111 0 7.11 % Slope ©PROP. DI-3B, L=12' 1 ❑ oTR $ 100I (T. °R TRANSITION ( TOP = 730 30 '=� 5' 34 (BOTH SIDES) SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER 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. THE PROPOSED SEWER SERVICE SHALL BE COORDINATED WITH THE F.C.S.A. AN APPLICATION FOR SERVICE SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICES 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 EXISTING WATER SERVICES ARE MAINTAINED BY THE CITY OF WINCHESTER AND SHALL REMAIN IN SERVICE AND BE MAINTAINED IN GOOD CONDITION DURING THE CONSTRUCTION PROCESS. 6. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED CURBING, STORM SEWER PIPING AND DROP INLET SYSTEMS, AS DETAILED ON THE PLANS. THE RUNOFF WILL DRAIN INTO THE PROPOSED STORM SEWER DRAINAGE CHANNEL TO BE CONSTRUCTED ALONG ROUTE 11 WHICH WILL CONVEY THE STORM WATER TO THE STORM SEWER SYSTEM ALONG ROUTE 11 AND ROUTE 37. THE FINISHED FLOOR ELEVATIONS AS CONSTRUCTED ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM PHE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE, ROADWAY WIDENING, AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL HE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURBING FOR THE CG-11 ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 3. CG-12 HDCP RAMPS MAY BE REQUIRED AT THE CURB RETURNS OF THE CG-11 ENTRANCE. INSTALL THE CG-12 RAMPS IN ACCORDANCE WITH VDOT STANDARDS, AS DIRECTED BY THE VDOT INSPECTOR ASSIGNED TO THIS PROJECT. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. THE RENOVATION OF' THE EXISTING BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP B (BUSINESS) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. THE PROPOSED FREEZER BUILDINGS SHALL COMPLY WITH SECTION 311, USE GROUP S (STORAGE) OF THE B.O.C.A. BUILDING CODE. 3. A CHANGE -IN -USE PERMIT SHALL BE REQUIRED FOR THE OFFICE AREAS. SECTION 1110.2.2 EXCEPTION 11 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C. FOR ASBESTOS INSPECTION SHALL APPLY FOR THIS CHANGE -IN -USE. 4. THE EXTERIOR WALLS OF THE EXISTING BRICK RESIDENCE AND THE PROPOSED FREEZER BUILDINGS SHALL BE FIRE -RATED IN ACCORDANCE WITH TABLE 705.2 OF THE B.O.C.A. NATIONAL BUILDING CODE. C -6 n� B.R. a I ^ O PROP. 18"0 EW-11 APC VDOT NOTE: PROP. SAN. SEW. LAT. (PRIVATE) 15"0 INV. OUT=725.30 ( 4" WIDE Inv. put=724,00 367.00'-1 1 /4"0 PVC Sch. 40 �� STRIPES X?� ALL WORK RELATED TO VDOT IMPROVEMENTS FORCE MAIN TO EX. MH PROP. PUMP STATION (wa D: � ` SHALL BE PERFORMED WITHIN THE LIMITS OF (MAINTAIN 10' SEPARATION TO ENVIRONMENT ONE GP 2010-94� I �p� " THE VDOT R-O-W. ALL R-O-W MONUMENTS • EX. 30"0 WATER MAIN) TOP=733.00 5' NO G_7 w ( B. ) O'R TO PROP. 48.00'-1$ 0 RCP SHALL BE UNDISTURBED AND REMAIN IN PLACE. S,�6 18 52 "yV 5W 80 S361852'yV 183.38 6"0 INV IN=728.40+ &� - R MA1N �_ _-1 1 E B� CL. III ® 1.04% Slope r .. (MUVLD - & RELOCATED EX. S►GAI, 10' IMin. Inv =729 92' •�-- '�- 1 1' +/-) / Ex. mac4 C PROP. 272.00 GRASS -LINED 0 BE REMOVED ASPH T it r (T.B.R� I \ CHANNEL ® 1 53� Slope & RELOCATED _.. I I PROP, 6' STONED SHOULDER 1 x. wM's I Ex. SIGN �%." 0 / # 1 PROP. 6' STONED SHOULDER �� I I EX. EOP __ INSTALL TRAFFIC- TO BE REMOVED B PROP. DI-36, L=16' �_ -� -� ATED TOPS AND & RELOCATED X. SIGNADJEX. EOP TOP = 728.90 EX. OP TO BE REMOVED I I AS DSRtCEDNBYDTHE 15"0 INV. IN=724.75 & RELOCATED I I CITY OF WINCHESTER, PROP. 1 10.00 -15"0 RCP 15"0 INV. IN=724.75 CL. 111 0 0.50% Slope 18"0 INV. OUT= 724.50 S O U TH BOUND LANE III U.S. ROUTE 11- VALLEY PIKE oil C7Ex. MEDIAN I EOP _ (ISLAND) EX. �- - _ SIGHT DISTANCE=750' SIGHT DISTANCE=1200' NORTH gpUNp LA _A EOP 1nv=729.09' N E Ex. NOTE: VARIABLE R-O-W '- " "' -- - SPEED LIMIT- 45 MPH PRIOR TO CONSTRUCTION & FINAL AADT 8500 N VDOT YEAR 2000 APPROVAL OF THE SITE PLAN, THESE LOTS SHALL BE CONSOLIDATED INTO ONE PARCEL. P. /. N. 75-A-10 ENGL E PROPERTIES, /NC. D. B. 6.35, PG 586 USE.• COMMERCIAL & INDUSTRIAL ZONE.- 82 TRIP GENERATION: CAPITAL MEATS RETAIL AND DISTRIBUTION CENTER SPECIALTY RETAIL CENTER CHART 814: WEEKDAY X = 25 EMPLOYEES T = 550 TRIPS/DAY CHART 814: SATURDAY X = 25 EMPLOYEES T = 575 TRIPS/DAY CONTROLLING MODEL: SATURDAY T = 575 TRIPS TOTAL = 575 TRIPS/DAY AADT: 8500 TRIPS/DAY (YEAR 2000) TRIPS: 575 TRIPS/DAY THIS USE TOTAL: 9075 TRIPS/DAY 20 0 20 Scale 1 " CS I Z (n Z W 0 � Z 0 W Z V LL.1 F- - N (5 Z Q rY 0 U ce- Q N Z V) V ZQ> N !W � La La W W F-- 0 to Q Q CLId V GH_..WW LLJ W Ut/) V L116j Y V � W C) w Q O m QY a_ V O O N �nO N 41 IO 1� c0 U) C 04 N C 40i (D cNp .� cD (D O (A C i•. i . Y 'p) It O O 3 U Ln 0 0 'D '0 t' C 0 0 aj .O m N 0 = a 0 E . rL+ U a N O � C 0 U a (1) L` w N O O V) Z IY w Z C� rlillfs iWY1►+� O W 'TH OJT' U1�PAM9 No. 18260 'a' Gti 81ONAL SURVEY: C.I.; Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: 60 TGP 0107003 SCALE: DATE: 1 "= 20.0' 02 /15/02 - 20 f t SHEET: w /w 1 � EROSION AND SEDIMENT CONTROL GENERAL NOTES 7. Construction Sequencing: 1. All work shall be done in accordance with the current PHASE I: Qj edition of the Virginia Erosion and Sediment Control 1. Site Preparation: Handbook and the standards and specifications of the County Hand dig test pits over existing utilities to determine of Frederick, Virginia. their depth and actual locations. 2. A Frederick County Grading Permit and permit fee are - Phase I Controls: required for this project. A pre -construction meeting with 2• Installation of Erosion and Sediment Control Measures: ' I P.1N. 75A -6-8- 418 the local program administrator is required prior to a. Installation of the construction entrance. I VA'O, L.L.0 commencement of construction of this project. b. Installation of the silt fence along the adjacent property lines, as indicated on the plans. Z D.B. 969, PG. 7197 3. The local program administrator shall be given a one (1) c. Installation of the proposed diversion dikes to USE.• MINI-570R40C week notice prior to the pre -construction conference, the convey the runoff to the designated point of discharge commencement of any land disturbing activity, and to the and the stone check dam protection. CL ZONE 82 final inspection_ d. Installation of the inlet protection devices at the existing pipe inlets. (U A. ^� 4. The contractor is responsible for the installation of any LAJ additional erosion control measures as may be deemed PHASE II: Q necessary by the local program administrator. 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full Iles 90 �J SEDIMENT AND EROSION CONTROL NARRATIVE depth, as needed, stockpile or remove from the site as Ex. Fence permitted by the property owners. • ' ' ' M (To Remain) �� 1. Project Description: b. Rough grading of site and installation of the fill N 18 5?X .50. _ NOW 18 52 '� 1W. _ The development of this project consists of the renovation material, as needed. X of two (2) existing residential structures into office 6 c. Building renovation and construction of the freezers 1� X X X retail facilities with related driveway, parking facilities, and HDCP ramp. �Q-.,,PROP. EOP 0.5 and truck loading area to the rear of the site; site d. Installation of the proposed utilities. grading; new sewer lateral services; storm sewer system ti TO PS along U. S. Route 11 (Valley Pike); and site landscaping. - Phase II Controls. Q r TO PS MU G-6 e. Placement of check dams for ditchline protection and Q PCN 75-A - i 2 TheExiting proposed site currently consists of two (2) separate f. Curbaandtion of the inlet protection. gutter installation AlVHSEN SADEGHZADEH residential parcels that will consolidated into one 0.947 g. Final Grading of site. 0 D.B. 6 39, PG T56 - acre site. The existing parcels are developed with H. Installation of the outlet stone protection and Z USE.' VACANT residential buildings that will be converted into business seeding of the Route 11 storm channel slope. -- uses. In addition to the buildings, the parcels are improved i. Stabilization of all lawn and slope areas. ZONE. 82 , 2.5 N. 75-A -4 y parking and driveway J. Installation of base and subbase materials. Z 2` NDC � with accessory structures and LL Y G. .SANDRA H. FL£TCIi£R 6 facilities. The combined sites have approximately 150 linear k. Restoration and stabilization of unpaved areas. D.B. 522, PG: 569 feet of road frontage along Valley Pike (Route 11.) which 1. Final paving. ,,48 36 will be used to provide access to the site, when developed. m. Remove erosion and sediment controls, as approved by CL / USE.' OFFICE , I A commercial entrance will be constructed along Valley Pike the inspector. / ,ZONE 82 U centrally located in the combined parcel which will provide J permanent access to the site. The site generally slopes from 8. Maintenance: O the rear property line in an easterly direction towards the The contractor shall be responsible for the installation and _ PROP. TRUCK front of the site where an improved storm water conveyance maintenance of all erosion and sediment control measures_ DELIVERY AREA channel will be constructed along Valley Pike. The finish All measures shall be inspected daily and after each 44 grading will maintain the natural grading pattern of the significant rainfall by the site superintendent or his C Z d ior shall be Any damaged structures shrepaired r aQ area and eventually all storm water will be conveyed tc and representative. 0 :21 controlled by the existing storm sewer systems alongValle replaced by the end of work that day. TO PS MU 0 Pike and Route 37 to the north of the site. Y (,' V I rW- 0 northa. Access to and maintenance of Route 11 is a critical part PROP. DUMPSTER PAD & 742 38.t � 37.5 TO PS MU 3• Adjacent Areas: of the development of this site. No mud shall be permitted e construction ,, to be tracked onto Route 11 whatsoever. The Z WOOD FENCE ENCLOSURE 40• Q 34 The site is bounded on the east by the Valley Pike Right -of �s� �] A 2 NUC > Way. The northern and southern boundary lines coincide with entrance shall be maintained so as to control the amount of Q W ? 740 vacant lots that have previously been used for agricultural soil materials that may get caught in the stone bed. If the X 9 _ LOADING FREEZER PAD purposes. The western side of the parcel is bounded by a stone becomes clogged with soil and mud, it shall be SPACE F,F.= 737.0 recently developed mini -warehouse storage facility cleaned, or removed and replaced, as may be deemed development. The development of this necessary. A trash rack shall be installed as part of the W 1 p p parcel will not impact the adjacent parcels. construction entrance construction. If this measure fails to W (� 9.4 39 1 w 1 Z properly clean the construction vehicles, then a wash rack 2' NDC -' FIRE - RATED WALLS 4. Soils: must be installed as directed by the local program N •4 FREEZER PAD The soils map of Frederick County indicates the following administrator. L►J Ad ADING REQUIRED FOR NEW � SPACE F.F.=736.50 FREEZERS IN THIS AREA. soil types exist within this project area. On -site soils i`- lY c a have been disturbed previously by the development of the b_ The rock check dams, inlet and outlet protection devices, 1- Z p O residential buildings and related amenities. and the silt fencing shall be checked regularly for 0 II g E d deposited sediment. If sediment is trapped, it shall be P./,N. 75-A - 4A m V '?? 8C: Chilhowie silt clay loam: (79-158 slopes). cleaned carefully so as not to release the trapped sediment Z N �3S m � PROP. FR�'EZER � Y Y P PP CANKAYA ✓ & CAU/DAN AKKUS FREEZER ^PAD Hydrologic soil group C, Class II Soils. downstream or on adjacent properties. § 0 I x o ( OCATIONS 4� < D.B• 756, PG. 291 W _ 38, F.F.=736.00 �; (Approx. 60%) ( USE OFFICEce )� c. All seeded and sodded areas shall be checked regularly to Q W 32B: Oaklet silt loam: (2t-7% slopes). Hydrologic ensure that a good stand of grass is maintained. Areas shall ZONE.• 82 �: 35.9 soil group C, Class II Soils. (Approx. 40%) be repaired, fertilized, ano reseeded or resodded, as J EROSION & SEDIMENT CONTROL KEY 3 - 7.32 5 1 required F- 3.02 TEMPORARY STONE o°o o°o°o°o°o°o°o°o CONSTRUCTION C.E °o°o°°o°o°°o°°o°o°o°°°o°o ENTRANCE o00000000 3.05 SILT FENCE SF X�-->F---X 3.07 STORM DRAIN �P INLET PROTECTION _ 3.09 TEMPORARY DD DIVERSION DIKE 3.18 OUTLET O o o°oo°o°Oo°p°O oOO�o°o°o�00000 PROTECTION 3.20 ROCK CHECK DAMS 3.30 TOPSOILING Tp To 3.32 PERMANENT SEEDING PS 3.35 MULCHING MU OMU ' Critica Areas. The shoulder area and minimal channel along the Route 11 (Valle Pike) roadway.d. The sediment traps shall be checked regularly for Ex. Deck y deposited sediment. If. sediment is trapped g y V 5, pped or if there is Erosion and Sediment Control Measures: excessive buildup of sediment in the bottom of the traps Q x. Stairs to Basement � then the traps shall be cleaned carefully so as not to a. Erosion and Sediment Control Measures shall be installed release the trapped sediment downstream and disposed N TO Remo.n prior to an land disturbingactivities. The work shall be properly off -site. • h P/& 75.4-6-8-41C cy confined to the designated limits of construction_ For this V V) ph,� project, the limits of construction are defined as the EX. 1 STORY BRICK I I Gi TOArS, .L•C. property boundaries and the existing edge of pavement of Fr �u Z Z Q F.F.=737.49 9 D.B 989, 05, 7797 558 Route 11 roadway. , / F 32e /4tc . a� W - Ex. Garba ?t iri w APPROX. LOCATION ! b. No disturbed areas shall be denuded for more than thirty ?,. 9e LAJ _ .3 " 1 US£.' VACANT ,� I1 OF EX. 3/4 0 WATER I ZONE• 82 (30) days. The contractor shall stabilize all exposed areas sB \ �"' W �. SERVICE within seven (7) days after the end of construction of that IaA 'Q > Z EX. .� 0 I Ins - HDCP CONC. phase of the work. If 7C W FIRE -RATED WALLS P possible, all natural vegetation O GRAVEL RAMP and/or mulching shall be used to protect areas exposed ( + 733.50 REQUIRED FOR P s© w R� T.B.R. v/ 0 en POrCh G.F.= 738.18 during development of the site. The existing vegetation 6C �( 9i .� F-) p CHANGE IN USE. 0 along the property lines shall remain in place and be r ^ 32B ' _ / 6C � 41C � �_ r.. I`, V.LF• y a1F 9 %i;h Ex• TO PS MU 7`3 protected during the construction process to the sc e® Y ,j r' greatest 5A Ex. Ex. 1 Drive possible extent. a Y TO PS MU Gross Walk �_ 5.0 c. Soil stockpiles must be stabilized or protected with W V / 5 CG-9A CONC sediment trapping measures to prevent soil loss. Utility K/ a► 35.0 ENTRANCE trenches located outside of paved areas shall be seeded and /�- Rg \ Q W x• mulched within two (2) weeks of backfilling. V W HDCP Freezer CG-6 10' GUTTER RAMP TO Be Ex.4 �• Ex } TRANSITION d. Upon completion of construction, all ac _� V W WOIk P P permanent erosion 14C LANDING 36.0 elocate orC (T.B.R.) 5 and sediment control measures shall be installed. After lnv.=734.73 +/- stabilization, the temporary erosion control measures shall / tae Y W 36.04 5 be removed, as approved by the local program administrator. EX. 1 1/2 STORY 10' G ER 34 I All vegetative cover shall be checked regularly and any 3B UJ �[ HDCP BLOCK RI r)G. , TRANSI ION !!.e damaged areas shall be repaired, fertilized, replanted, and I M (0 RAMP 34 1 mulched, as needed. 3?B 8n �' h� 3C 410 \ ,�'� I F.F.=737.73 34.4 ,._ 6C a E&S NOTE: APPROX. LOCATION I - -Ex Fence e. All properties adjacent to the site shall be protected A VARIANCE IS HEREBY REQUESTED FOR MINIMUM STANDARD SIX(6) OF THE E&S HDCP OF EX. 3/4"0 WATER l (To Remain) from sediment deposition. This shall be accomplished by 41Y t 3e se 41C O REGULATIONS DUE TO THE NATURE OF THE SITE AND THE DEGREE OF GRADING, RAMP SERVICE PROP. 71'-4"0 PVC PROP. PARKING installing perimeter controls such as silt fence barriers, �� r O t` .1 V diversion dikes, filters or check dams, outlet stone A DIVERSION DIKE AND ROCK CHECK DAM SYSTEM HAVE BEEN PROPOSED TO LANDING 4 9 SDR-35 SANs SEW; LAT. AREA ec ,_� O 34.4 protection, or a combination of such measures, as indicated \ 6C /!� 6c CONTROL THE EROSION AND SEDIMENT DEPOSITS IN LIEU OF A CENTRAL SEDIMENT r i 1 G ! O 2.08% Slope (Min.) J G 1e 9P N 2' NDC on the plans. eo' �t )34 TRAP. THE ROCK CHECK DAMS WILL ALLOW EASIER PLACEMENT OF THE REQUIRED G-6R C -6 33 P 3?Q -' ,,�-CIE °10 CJ a FILL AND MORE DIRECT CONTROL OF THE DEPOSITION OF SEDIMENTS. CARE SHALL • 'ems: f. 'rhe contractor shall be responsible for the installation O ++ O N ►') BE TAKEN BY THE CONTRACTOR TO ENSURE THAT NO DEPOSITION OF TRAPPED p O 0 3.5 and maintenance of all erosion and sediment control ., (D C SEDIMENT SHALL BE RELEASED ONTO THE ADJACENT R-O-W. Inv= 0000 2. / measures. 9e1 aie 'C V) N r r Y P OP. PARKI O - 1c to 729.4 oOo°0 33.233.1 4 toe Y _ N I 1() C AREA 1000p PROP. DI-36, L=6' r1c 18 734 rn 0 0 0 ee P, _ z9' Q) N N L TO PS MU 0 O - TOP = 732.30 sc y 4c 3c3 0 > o 4) t0 (0 C 6 / 15"0 INV. OUT=727.30 7e (0 (D a - - - -- 10 CG 32.7 / lac /� 41t. 99 (n C INSTALL CG-12 HANDICAP PROP. 49'-6"0 PVC 3' f r.. AC O 3 3. 33. a 2.2 PROP. 35.86'-15"0 RCP a,E m •t `y �t U lf? v It RAMPS IN ENTRANCE AS SDR-35 SAN. SEW. LAT. (P 0 > v � - DIRECTED BY VDOT INSPECTOR. O 2.08% Slope F4] TR SITION 32. I 0 L. III O 7.11 % Slope ;' 98 O PROP. DI-3B (B hiU L=12' 10 - - ,; TO PS � L TOP = 730.30� I SIDES) C)v 0 'a CG-6 DD /A\ PROP. 18"0 EW-11 APC VDOT NOTE: PROP. SAN. SEW. LAT. (PRIVATE) 15"0 INV. OUT=725.30 IYl N O t " .3 Inv. Out=724.00 ALL WORK RELATED TO VDOT IMPROVEMENTS O �_ 367.00'-1 1 /4 0 PVC Sch. 40 FORCE MATO EX. MH PROP. PUMP STATION TO PS MU l ST � SHALL BE PERFORMED WITHIN THE LIMITS OF IN L U p O •v (MAINTAIN 10' SEPARATION TO ENVIRONMENT ONE GP 2010-94 .43 " THE VDOT R-O-W. ALL R-O-W MONUMENTS ] C _O U " , , TOP=733.00 4 N G_7 PROP. 48.00'-18 0 RCP 6 SHALL BE UNDISTURBED AND REMAIN IN PLACE. SJ67852"W 5010.80 0 - O o E Ex 30 WATER MAIN) _ SM 18 52 °1N 18.T. 3�8 ��L & T.B. o 6"0 INV IN=728.40+ �. ' 0• B� CL. III O 1:D4R Sloe � G ___� (� 3 f-- ('" w 0 & RELOCATED a N -- __- - 7.37------ EX. � 0 22 O� =729.92 --I*- 1 x,'r� M �,• TO PS MU -�---- C o 4 0 0 --; PROP. 272.00' BRASS-L�PT�D --► �0 BE REMOVED O o r �P �2 &RELOCATED r -u7.ATFD / O oo CHANNEL ® 1.53% Slope O �' I (EX SIGN""" �"` PROP. 6' STONED SHOULDER { !ty PROP. 6' STONED SHOULDER f' TO BE REMOVED Ems" ~ �P � Ix TALL TRAFFIC- © PROP. DI-3B L=16' �_--.�-�- LU �� J EX. EOP -- -- -� RATED TOPS AND &RELOCATED _ EX. OP ��" X. SIGN EX. EOP `� TOP = 728.90 r' w ADJUS RNEEDED, TO BE REMOVED 6' �sr I' - I AS DIR BY THE 15"0 INV. IN=724.75 & RELOCATED I #{ Z Z CITY OF WINCHESTER. PROP, 1 10.00'-15"0 RCP 15"0 INV. IN=724.75 a I I - CL. 111 O 0.50% Slope 18"0 INV. OUT= 724.50 S O U TH BOUND LANE '° W (,II U.S. ROUE 1 VALLEY PIKE iTH Or EX. DI' a s O}4 LJ'AG� I ,30 ISMEDIAN EX. EOP i j' ✓ � NORTH > _ BOUND LANE 18260 EOP Inv=729.09' VARIABLE R-O-W $.� SPEED LIMIT- 45 MPH .� o A AADT 8500 N (VDOT YEAR 2000) �2 __._ �%JONAII P.I.N 75-A-10 SURVEY: CAGLE PROPERTIES, INC Pointer -Lewis, 2' D. 8. 6J5, PG. 585 P. L.C. USE.- COMMERCIAL & INDUSTRIAL 20 0 20 60 DRAWN BY- JOB NO.: ZONE B2 TGP 0107003 SCALE: DATE: 1"=20.0' 02/15/02 Scale 1 = 20 f+ SHEET: 3/7 4- GRA (T.E3_k, ?AMA I_ANDINT-, 36 -�- RAMI^ `- HDCP RAMF ..ANDIN( 2' ND -E __--` 5. tTx el6 I F 0 �f[C1flC�d)�OCL �4 t ,`.:.. - ;. i /2 STOR`� � BLOCK BLDG F F.=737.7 i APPROX. LOCATION' OF EX. 3/4"0 WATER r`ir , SERVICE i` 73 34 34.4 ,M PARfi ell 0'. wAl..1 I- It E- RATED WALL.: REQUIRED FOR CHANGE IN USE- Ex 730� 3 1 5.0 =:G--9A CONC _ 35,0 '=:NTRANCE Li, i 0 GUTTI ER I 'RANSIT3ON 34.5 34 / .7 34. 34.4 _. PTR6 , PARKING AREA 33 3.5 3.233.1 _. 2. r-41 / )6 PROP. DI-38, L=6' TOP = 732.30 15"0 INV. OUT=727.30 .3 32.7 3 U. S. ROUTE 11 - VALLEY PIKE ROADSIDE DITCH TYPICAL SECTION N.T.S. 1.5 Min - GRASS LINED BOTTOM AND SLOPES NOTE: PROPOSED ROADSIDE DITCH: TRIANGULAR DITCH SLOPED ® 1.41% THE DITCHLINE SECTION, AS DEFINED ABOVE, IS ADEQUATE TO CONTROL THE 25 YR. STORM EVENT FOR FULL DEVELOPMENT OF THE AREA. (Q25=26.38 cfs: DITCHLINE CAPACITY = 31.6 cfs) 1 33. 33. 1.� PROP. 35.86'-15"0 RCP 1-'1-1 F41 32. I .0 CL. III O 7.11 % Slopern 1� I rn O PROP. 18"0 EW-1 1 APC VDOT NOTE: I 3 - 1�� Inv. Out=724.00 ALL WORK RELATED TO VDOT-IMPROVEMENTS I SHALL BE PERFORMED WITHIN THE LIMITS OF THE VDOT R 0 W. ALL R O W MONUMENTS t -< PROP. 48.00'-18"0 RCP 6 SHALL BE UNDISTURBED AND REMAIN IN PLACE. ASJ6018521W 500.80' I I 0. B CL. III O 1.04% Slope ^� __ _ _._ sie `y 0 _, O O ^.:� - - 7�2 v. 7. Inv 7xx. ^ n�� i X. 30"0 MP 7.3? __ In=71 96 x C --♦► T k PROP. 272.00'- f;RAgS-L1tJED `- r - '' r�� CHANNEL O 1.53% Slo e _ r -_ --^-- 1 ET CONK DITCH 30" CMP X. WM's w/GONG. ENDWALL I1�J�TALL TRAFFIC- B PROP. DI-36, L=16' A 0 TOPS AND TOP = 728.90 r -- 6 ADJUS NEEDED " riE R-EMOVE.. ?�71 AS DIRE`C Q BY TH� 15 0 INV. IN=724.75 - - - CITY OF WINCHESTER. PROP. 110.00'-15"0 RCP 15"0 INV. IN=724.75 U.S. ROUTE 11 VALLEY PIKE CL. III O 0.509K Slope 18"0 INV. OUT=724.50 SOUTH BOUND LANE - _ - - NORTH BOUND LAN s _ a VARIABLE R- 0- W - SPEED LIMIT= 45 MPH �28 AADT 8500 N (VDOT YEAR 2000 -�sy s�--'-"-----____ } - 20 0 20 60 P. /. N. 75-A-10 0 £NGL£ PROP£RT/£S, INC. rSi D.B. 6,35, PG. 586 Scale 1 " = 2 0 f t USE.• COMMi-RC/AL & /NDUSTR/AL rn ZON£.- 192 PLAN VIEW SCALE: 1"-20' STORM SEWER PROFILE SCALES: (H) 1" -50.0' _. (V) 1" = 5.0' O-C _ PROP. GRADE TE EPHONE LI PRCP. 272.00'GRASS-LINED EX. GRADE W ER - CHA4NEL ® 1.539 SLOPE _ _--- SE VICE 725 _ - .__ ... PROP. 110.00'-15"0 RCP PROP. 48.00'-18"0 RCP CL. III O 0.50% SLOPE _ _ CL. 111 ® 1.04% SLOPE 715 DITGH EX. TO 30" CMP - -- _. NOTE: CITY OF WINCHESTER715 TRANSMISSION WATER MAIN STORM SEWER -_ IS CONSTRUCTED IN THIS BE __.. TO -PROTECT T+ifS _ _.._ _ __ _-•--- -- (A TEN F-OWOT_ .�.___. .�.._._________ _---•-._..__ n. SEPARATION DISTANCE SHALL _ BE MAINTAINED) F o_ o Q o LLI Q F -___ _ _ ____ _ _. _ _ _ Z � QC4 _ __ _ o T__ 0 Q _ q- _ a .- .._._. � 00 Z--____-- - J o_ - ___ _ _ .__ __ - -_ . _ __ _ Q - __ 3 -- -_..- 0 10+00 11 +00 12+00 13+00 14+00 15+00 STORM SEWER PROFILE SCALES: (H) 1 " (V) 1" -50.0' 5.0, PROP. GRADE EX. GRADE 725 -- __ _ _.._ . _.__ 725 PROP. 3_5. CL, III O 7. '-15"O RCP 1 % SLOPE p a 0 o + Lo Ln CV (V (V o? � oo>>> ctiZZZ- p + M CV o� -Ci> Z µ -- - 10+00 11 +00 EXPANSION CLOTH NE CLOTH I NDrF sSE a e" SECTION A -A KEYED CONST. JOINT TARS A // APPROACH 'y /-GUTTER i 03" DIAMETER ARS E WEEP HOLE FRONT ELEVATION T- . BARS d ----- c - ' (CUTTER REMOVED) BARS F 3'-0' SX'/i' BENT A SEC11M B-B TYPE A NOSE DETAIL SHALL BE USED WITH CO-3 1, CG-7 STANDARDS. •��+• I/^ R TYPE O NOSE DETAIL SHALL BE USED WITH CO-2 STANDARDS. TYPE A TYPE B '/t X ♦" STUD SHEAR CONNECTOR WELDED GALVANZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 66.30, TO ANGLE LION AT Y C-C. CONNECTORS AND IS TO BE ANCHORED WITH X ♦" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C ARPR. PAVEMENT 01-3A L DI-38 �_ DI-JC _._ WARPED PAVEMENT �� --- ----w--- ---�4 I-L--. = I I = I I = I I F42 FLow y� I FLOw DETAL *MEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET Raven 12" - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 VIRGBMA OEPARrMENr OF TRANSPORTATION 302 all % W CL cidN.J Z� W a, C) W C W � N w J ! O V) Q CC 0 U o: Q 1- N_ Z Ce ZZa> W - w W Q WONT > V) i Q- uj Y Y ~ W U LLJ ]L � C) U 4' w 00 Q m d 0 0 (V n�0 G% r- ON! v 0 N if)1 C a - I . 4a .� a V) C ^ Y 01004 3 0 > Lf) Lo a� C 0 C a M 0 E L +� U Q (1)0 3 C U 0 3 1- v W W 0 z I- w -Jw z Oz v�II�►vi�w.+W�►iWW► U w �44��,? H OF y j� PAMER No. 18260 41 % IGL G `9�lONAL � SURVEY: C.I.: Pointer -Lewis, 2' P. L. C. DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: AS SHOWN 02/15/02 SHEET: �/� Ex. Son. Sewer, MH Top=735.48' 6" PVC In-730.43' 8" PVC Out-729.99' CORE DRILL MH BY F.C.S.A. INV=730.66+/— (TOP OF BENCH) CONNECTION TO V 45 BEND PROP. 6 & T.B. 17 St i I I Inv.= 734.73 +/-, I PROP. SAN. SEW. LAT. (PRIVATE) PROP. 49'(+/-) 6.0 PVC' I 367.00' -1 1 /4"v SDR-21 SAN. SEW. LAT. SCH. 40 PVC FORCE LMAIN 0 2.08% Slope TO EX. MH 45' ND Air 70 FORCE MAIN PLAN VIEW SCALE; 1 "= 40' Inv.= 730.95 PROP. 71 '-4"4`'PVC IR-21 SAN. SEW. T. 0 % Slope SANITARY SEWER FORCE MAIN SCALES: (H) 1" -50.0' (V) 1" - 5.0' 735 _ GRADE - - __ _- ---- --- ------- ------ 735 __ __ - --- EXISTING - __- _ _ -- - -_ - - --- - - 730 01 725, PROP. 3 PVC FORE 7.00'-1 1/4 MAIN TO O SCH 40__ EX. MH m PROP. SAN. SE '+ /-6"o PC LAT. 0 2. SDR- 8% 1 3 0 w 0 !+Iuj o cr�v re) I II- ID MU?�t1 p �� ADQTjQ a O u-i LLi U a- w a0 a o co - - NOTE: CITY OF WMHESTER WATER UAI AREA. _CAR PROTECT T SEPARATI BE MAINT - - - TR 4 1,S OONSTR _$H0VLD_8E_ IS FACILITY. MTANCE -SHALL ED) -- --- ON T€-D 49 _ AKEN TQ_.- A TEN FOOT - - - - --_ 0') _ _ --- - ---- -Z ap . _ O a + .Z M .. _ O a of ♦ .._ It Z _ Q 0 1-- 04 - a Z O Z aM o o- r s + W p m _ - In �' t O If 0 Ni .- a, Z o a N ♦ 0 m Lo s Q � p w p to + --- - -- - -- O a - o ao I ---------- _._. _- ♦ 10+00 11+00 12+00 13+00 14+00 it PUMP STATION DESIGN AND INSTALLATION DESIGN CRITERIA employee count: 35 employees; 4 on -site and 31 delivery subcontractors design flow: 3 on-site03O gpd + 32 off-site010 gpd = 410 gpd estimated peak flow: hose bibs (2) 0 2.0 wsfu kitchen sink (1) 0 1.0 wsfu lavatory (2) 0 1.0 wsfu water closet (2) 0 4.4 wsfu Total: 8.4 wsfu: from CABO Table P-2409.3, peak flow = 7 gpm SYSTEM COMPONENT DESCRIPTION A. Piping Grovity sewer pipe and pressure distribution pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the gravity sewer line. The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding providing uniform longitudinal support under the pipe. Excluding the pressure distribution pipe, all other pipe should be installed by placing the initial backfill material to a minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the embedment material. The distribution lines should be installed using grade boards and/or stokes placed at 10' intervals. Trenches and distribution lines shall be installed uniformly level. The lines shall have burr free and counter sunk holes placed in a straight line along the longitudinal axis of the pipe with holes turned down. B. Pump System The pump system called for on the plans is the Enviroment One Model GP 2010-93 grinder pump package. This system is available from Design Equipment Inc., 80+4-752-6335. The GP 2010 is a complete unit, including the grinder pump, check valve, tank, and all necessary controls, ready to connect. Install the system in accordance with the manufacturer specifications. Provide an audible and visual alorm to work with the high water switch in the system. Install the olorm in a conspicuous location in the building. C. Pump Head Calculations The standard system pump will be adequate to convey the sewagle to the poopsed point of discharge. The calculated design head is based on a peak discharge rote of 15 gpm. The design head for the proposed pump is 21 feet. The proposed pump will be a 240 volt, single phase, 1 horse power grinder pump with a 1 1 /4" NPT discharge. A moster disconnect switch and monuol over -ride switch is required on the pump control box. The alarm is to be wired on a separate circuit than the pump. li- 0.D.4-18" I FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE TYPICAL PIPE BEDDING DETAIL N. T. S. MINIMUM DEPTH OF BURY IS 36". 10" -11 �4 PLAN "0' v N SECTION PRESSURE PIPE PRESSURE PIPE THRUST BLOCK DETAIL N. T. S. FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE. DIMENSIONS SHOWN ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. WATER TIGHT LID, -RF \ iELO jOINT, REOUIR.ED -OR MODELS TALLER L'-L'1 IRirCAL QAALK OiSCONNEi;1 (EOD) ":ORE CONTROL COMPARIMEN= BREATHER BUJ CK DISCONNECI Ass . 014 S 5. 1-1/4' FNPT 1- 1/4' DISCHARGE ONE (304 5.5,) ''NECK YALYE�� .OIL ASS F IL LFAD 4N1€-SIPHON VAL ti ll GLA�G It _E S 30 DiA in 749 erm SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLF OF DELIVERING 9 gpm AT 138' T.D-H- ( t4 Ipm Al 47m T.D.H,) Nl A CONCRIETE ANI_HOR REOUIREE3 TO PREVENT TANK FROM F"I_Oo, TINC, SEE II.TALL A1`(0N INSTRUCTIOiII SPF'�.IFIC CVl �,t•�El 171v ANP WFI ,-I1 ilf A^-,H(-JP GRADE MUST AWAY FROM FIN» **SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS NOTE: A CONCRETE ANCHOR OF 2600 Ibs (17.3 cu ft) IS REQUIRE p ON ALL MODEL 2010 93" STATIONS. FILL TO GRADE WITH CLEAANN,, COIPACTABLE BACKFILL, SUCH AS PEA GRAVEL OR CRUSHED STONE 1/8' - 3/4' IN SIZE. CLAY AND SITS ARE NOT ACCEPTABLE BACKFILL POURS ?1e PRE -CAST JAV 'I A I STRAIN RELIEF CORD CONNECTOR PROTECTIVE CABLE SHROUD (FRP) POWER/ALAU CABLE 12-6 W/GND. ERNAL WELL VENT 2 0* Dik INLET, GROMME1 TO. ACCEPT 4.50" GA; PvC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SIATABLE FOR BURIAL) ;4 . K45 rr n �z4 got. 91 L UL FOR IRD FO 89st s=art U C) O' Z C Z vQ Ww �.i. V) CL C_M M 41d CL Z IC W W C_ V) Z � � ~ H W Z C) N Q � 0 U ce N Z N U W! — w ` W tw F— 0 0 M QU — Y LLj Y Q LLJ F- W Or- U�� Cr_ U W Ne cr- U W -70 Q m CK a- 0 O O N O +_+� Nam+ J 3 (0 r, 0) C 904 if)I j Y N O(04 Np� .0 O O O V) C �c 01008 ; UO �� 'U io 0 C 0 0 N aj �0 m N o = a 0 L E .0 C (� U y U 0 3 c v V) 3 L` w N nn O L� Ile) No. 18260 �SSIONAL J SURVEY: C.I.: Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: 1"=20.0' 02/15/02 SHEET: HANDICAP SIGN DETAIL N.T.S. FIRE LANE SIGN N.T.S. CG-7 HDCP SYMBOL (WH SOLID BLUE BACKGR( HANDICAP PARKING DETAIL N.T.S. 8• « NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. " 8' TYPICAL FOR VAN ACCESSIBLE SPACES do 5' TYPICAL FOR OTHERS. CONCRETE CURB & SIDEWALK DETAIL N.T.S. AS NOTED EXP JNT MATERIAL ON PLANS Slope: 1 /4": 1-0" .a-r 0 00 0000 0 0 0 0 0 0 0000 0 0 0 4 00 00 o00000„�000"0„00 CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONIC 6"x6"xW1.4xW1.4 WWM CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" (o lot I 6" 2'-0" Ln t w O FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL STONE AGGREGATE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE RPAP" 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESEIRVED PARKING (AVAN CCESSIBLE] STANDARD PIPE BEDDING DETAIL SANITARY SEWER PIPE N.T.S. TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. O.D.+16" PAVEMENT DETAILS N.T.S. PARKING AREA TRUCK & DRIVE AREAS TYPICAL SECTION TYPICAL SECTION 2" SM-12.5AL 1" SM-12.5A BIT. CONC. BIT CONC. SURFACE COURSE SURFACE COARSE 3" BM-25.0 BIT. CONC, BASE COURSE NOTE: CONTRACTOR TO REGRADE, SOD OR 6" 21-B HYDROSEED AND STRAW MULCH ALL 8" 21 -B AREAS DISTURBED AS A RESULT OF RK- STONE BASE — — — COMPACTED SUBGRADE - — — — �l COMPACTED SUBGRADE (2) UPRIGHT STAKES TO BE USED ON —III- TREES UP TO 12' HGT. LARGER TREES NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DI! ALL SHRUB BEDS TO EXCAVATED OF ALL El TO REQUIRED DEPTH W/ REQUIRED SOIL M MULCH TO BE 3' DEP' COMPLETELY REMOVE ) STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL. SCARIFY ROOTS O_ , BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE h st EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN, HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP do ROPE FROM ROOT BALL. — 12" x 18" STD. STD. U-CHANNEL POST PROP. GROUND THIS AREA MAY BE CONCRETE AT THE OPTION OF THE. CONTRACTOR NOTES I. THIS ITEM MAY SE PRECAST OR CAST N PLACE 2. CONCRETE TO RE CLASS A3 IF CAST N PLACE., 4000 PSI IF PRECAST. 3. COMBINATION CURB S GUTTER HAVING A RADl115 OF 30D FEET OR LESS (ALONG FACE OF CUPS) SHALL BE PAD FOR AS RADIAL COMBINATION CURB fe. GIrTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRMUOE LAYER THE BOTTOM OF THE aft *0 GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AD TO THE DEPTH OF THE PAVEMENT S. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS WJQL iD WNElN DEEM WEED 5 GREATER THAN 40 MPH ON OAK HIQIMAYS AND 45 MPH IN DEVELOPED URBAN L SUBURBAN AREAS. S. WHEN TMS STAIIAID IS TO BE TED W70 ExaTNG MtR CUM, THE TRM WICIN S TO BE MADE WITHIN ID'OR THE NWNM INSTANDARDS MADE AT REGULAR OKNrNGS. MA 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRM/CE GUTTERS OR STANDARD CONNECTION FOR STREET NTERSECTDNS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. rIt R I.D D D D D Tr A D. a. A G. -------"---------_.- THE BOTTOM OF THE CURB AW --�-' I GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF -�F----- 2'-0' WIFE DEPTH OF 6 MANTMED SUBBASE COURSES PROVIDED A COMBINATION 4" CURB & GUTTER VIRGINIA DEOARTMENT OF TRAISOORTATION DUMPSTER ENCLOSURE & — FENCE DETAIL N.T.S. 1-- 2x6 TOP RAIL 1 x6 BOARD, FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POD 2x6 BOTTON ATTAC H RAI L W/ 3-1Od (EA. RAIL) 12" DIA. PC 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 ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. r, I in N = M (V MIN. TREE PLANTING SECTION LANDSCAPE NOTES: K)5 502 r. WHERE STD. CG-3 OR CG-1 IS USED. B,.O„ 4'-0.. 4 otTja �� OR CC e2 • S•. -12. 1% MAX �_— 41 8 MAX. 20 ) ' SECTION A -A A • 5 DOWELS, S" LONG S' -0" MOL 3'-0" 5'-0" MN • 12" C-C� PERMISSIBLE 111, PENMISSBLE Ste' \ //—CONSTRUCTION IOINi CONSTRUCTION JOINT L_ B gip; 8 SECTION B-B 8' S,. LIMITS OF EXPOSED AGGREGATE SIDEWALK 90'® ACCESSIBLE ROUTE IS DEFINED AS A CONTIGUOUS �i UNMrRUCTEQp STABLE, Fy81 /AgyOp SLIP RESISTANT A -.l TANGENT PLAN PATH CONNECTING ALL ACCES& ELEMENTS OF A FACILITY THAT CAN BE MPROAO#D, ENTERED AND r _ USED BY PERSONS WITH MO@LJTY BiAB:IMS. NOTES : o" cii TM DMIN TO BE USED FOR CONSTRUCTI N THAT NCOMORATES WDB! SIDEWALK. LAINpNG (48" WM RIGGEDAT TOP OF CURB RAP. MNIIl1M CURB RAMP LENGTH r FAIR NEW CONSTRUCTION, 8" FOR KTERATIO►S. CUMINRAP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLP RESISTANT INTEGRAL OETECTALE WARNING SURFACE CDVOILR' THE ENTBE MTN OF THE RAP FLOOR (RAP FLOOR MAY BE PMAA NT OR CAST N PLACE). THE DETECTABLE WABIIG SHALL RE PROVIDED BY AN EXPOSED AGGREGATE (� FNW. RAP SHALL NOT EXCEED A MAXBSRN SLOPE OF 12:1, II ,Gull o,eAs.AAx RAMP GOES OF CUM RAP MAY BEPOUNM MONOIUTMCALLY WITH RAW FLOOR OR BY UING S PO8 E CONSTRUCTION JOINT WITH REOI/ED BARS. TYPICAL PLACEMENT TYPICAL PL EVENT IF RP FLOOR Is PRECAST, HOLES MUST BE FRONDED FOR DOWEL BARS So THAT ADJOEIIG FIRED AT INTERSECTION AT INTERSECTION SCAN BE IN CAST PLACE AFTER PLACEMENT OF PRECAST RAFLOOR. PKCAST CONCRETE SHALL 89 WITHIN CROSSWALK WITHIN CROSSWALK 0011 BARS ARE 11 BE 10. S X B" PLACED rCENTER TO CENTER ALONG BOTH SIDES OF THE RAP (WITH BUFFER STRIP) FLOW, MID -DEPTH OF RAW FLOOR. IMMAI CONCRETE COVER lye CURB RAPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -0-PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE BR:LUIDED N PAYMENT FOR CUI&'CU6 NO GUTTER. WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG•7, THE CURB FACE ON THIS STANDARD IS TO BE AD,AMW TO MATCH THE MOUNTABLE CURB MID CONFIGURATION. CURB RAMPS ARE TO RE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ■ WITHIN THE FOCHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWNJ(S AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 105 VIRGINIA OEPARrMENT OF TRAISPORTATION ROUTE 11 — VALLEY PIKE TYPICAL WIDENING DETAIL AT ENTRANCE Z N.T.S. -J 31 DUMPSTER AND ENTRY of PAD DETAIL EX. I _ LANE (12'+/-) 14' VARIABLE I(RIICAI BLI E N.T.S. 3:1 SLOPE M •) 12'x10' RO S LOPE CG-7 I -I I III=1 I I► I= -� _ _ _ 2" SM-12.5A I II —III., IIIA�III((...I(III( III-III-III—II�I��I;AIII„I II III 6" BM-25.0 3 s" 21-e 12 4" CRUSHED STONE I EX. SURFACE OF (3500 PSI) 6" CONC BIT. CONC. COMPACTED SUBGRADE 6"x6"xW2.9Xw2.9 EX, BASE WW'F(1,5" MIN CLEAR) 41 COURSE OF BIT. CONC. 0 EX. STONE BASE 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 PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF 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. LOCATE THE TREES A MINIMUM OF THREE FEET (31) FROM ALL WALLS AND WALKS, IF POSSIBLE. y. 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 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72". 10. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 11. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL. BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 12. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 13. 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. 14. 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. ALL SIZES INDICATE THE R�OUIRED PLANT HEIGHT or CALIPER AT TIME OF PLANTING PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING NS 17 sylv6fico Block Tupelo (Blockgum) 2" Col. 25' c. c. QA 10 _Nysso Quercus Olbo White Ook 2" Col. see plons TC 32 Toxus cus idoto 'Denso' Cushion Joponese Yew 3' B&B 4' c. c. ALL S17ES INDICATE THE R OUIR£D PLANT HEIGHT or CALIPER AT TIME OF PLANTING 1� •OA , NS I 74 740 w� f PARKNYG PERIW • 14 PARKING AREA- 10 �J ' } za Q W NS• a o ; I I ( GA fVNS" �j LiGRAVE L I HDC� RAMS✓ " LANDiN77 t ,HpCf I E . PAMF- A� i A PARKING PERIMETER- 184' PARKING AREA- 1, 959sf mp U.S. ROUTE 1 -- VALLEY PIKE LANDSCAPING PLAN SCALE: 1 "=40' • NOTE EX. FENCE TO BE REMOVED AND RELOCATED AS NECESSARY TO PLANT PROPOSED TREES AND SHRUBS. lie �sA 7,IF 7.10 PERIMETER- 227' AREA- 300020 fe C v � Z a� I►— CL W m V Z_ = a- Q O U W Z p Z J g t U V) U Z 0 R, Q (� Z V N O ZZQ>_ �m� W H W >O � 00 JAM V �.. � W V UNDO U W ]C m U L`' VQ W O m D_ O O N C=j t=0 N 3 cD C 0 N Lo C I i r+ CD (0 N L t .- 0� 0 (n C r. I O 3 V \ 0 ` C d C CL 0 c .E L +C+ U U p 3 C 0 0 I,_ L` w R N O f{I31 ' I '; Z II �" W -I W Z If N Z rrwli�i►rWirilliiriii+liYi�i► w TH Op U TIIM PANrTER > No. 18260 4 I E I O L Off, IN �S370NAL G SURVEY: C.1.: Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0107003 SCALE: DATE: 1"=20.0' 02/15/02 SHEET: 6 END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION I 4000 CONCRETE MINIMUM PLAN QFr'TMYJ Y-Y °a'EPTE � ♦ I rE --- E - FNn VIEW ®i� �S� �>>i NNi11i1i• ii� E7/117 E� i1� E$il1♦ NE1Q» 0 �MFZMMFNMMFZMMMMMF ALTERNATE END -SECTION 12" - 60" PIPE ES-' HUB END ON OUTLET ENO -SECTIONS `SPIGOT END ON INLET END -SECTION— CONCRETE TO BE _ E 4000 P51 MNWIUM PLAN C B- a�AAPIPE ENNIIIIIIIINIM �'pPROk STEEL FABRIC gE•FORCEMENT A D E —+{ PAY LINE — +j END VIEW SECTION X-X • SECTION DWNSIONS �ii A� N�� NNE NNt"16>>i i1� ®N�e� NN�i� NNIE71�Vt1i �{it � N� sib � �� Nl� t1I� N11[1Qii• SH PAY LIE NOTES: —B PPL LENGTHS SHOWN ON PLANS ARE: BASED ON ENO -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONEWTOR ELECTS CIA VERT% TO USE THE ALTERNATE DE" SHOWN ON THE BIGHT LENGTHS WILL SE REDUCED BY THE DFFE�tENCE N DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 121I-60" CONCRETE PIPE CULVERTS 302 VIRG•IA DEPARTMENT O TRANSPORTATION 102.01 SHAPE TO ELEVATION OF MD -POINT OF LARGEST PPE. I ^ � I SLOPE TO DRAW TO INVERT =CTION A -A OF OUTLET PPE )F TREATMENT IN DROP INLETS SLOPE TO DRAN .• OU,MTER� .. T ACNVIORTMICE~ MATH APPLICABLE STANDARD I OR SPECIAL T OF AG. , THE IIVEIRT SWUP•IG AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX COWORMNO TO CLASS A3 OR B CLASS CI,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE SLDCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HMO TROWELLING NONE I ' OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED DETAILS OF OVERT SHAPNG AS SHOWN HEREON ARE FOR EXAMPLE ~ PIXWOSES ONLY EACH MANHOLE OR DROP INLET IS TO BE SHAPED ---' MgIVgJM1Y TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS $02 VIRG•AA DEPARTMENT OF TRANSPORTATION t06.08 j • 5 BARS • 6^ EACH WAY • 5 BARS • 6" c-c Rr,1 EW-tlMC A A %" ■ D' LAG BOLTS T� •• L_ y.O••— .� 6„ �. PRECASTrM.H PIPE INTO CONCRETE INSERTS 111 f ff 2, 1 I —i 2" -jl V PRECAST WOM V OR PLAN rs BARS r — 6" c-c SHAPE TO BE - CAST N PLACE OR PRECAST BEVELED WITH I/ORTAR (aXtTIW WALL SHALL BE SEE DETAIL. A (T� NCLU DED N THE y COST FOREw-t— 1 I PRECAST WINGS SEE DETAIL B Y4 x 8" LAGS c WITH WASHERS DETAIL A JOINT MAY BE KEYED, DOWELED OR EPDXY GROUTED END WALL DETAIL L fL 03 BARS • 12" c-c -'1 G..' •3 BARS 6 6" c-c IRS • B" c-c a SECTION A -A rs r 6" c e --i -- 6,. 2,_0" L z/e" • rh" •'/.^ rs • 6^ c-c 1'.Ei-z G r DETAIL B FOOTING DETAIL . - HEADWALL TO BE BEVELED N ALL AREAS ' io CONCRETE TO BE 4000 P511NN1Y COMPRESSIVE EXCEPT WHERE A CONFLICT WITH INVERT . •. • r STRENGTH. IF PPE IS TO BE SKEWED, THE OPENING OR WNGWALLS OCCUR. I WILL BE ADJUSTED TO ACCOMMOATE. BEVEL EDGE IS REQUIRED ON THE �----'---- L ------ REINFORCING STEEL N ACCORDANCE WITH ASTM A615 HEADWALL AT THE E (RENFORCNG BARS). CULVERT (WHERE THE FLOW ENTERS WING WALL DETAIL THE CULVERT PIPE. DM1N•IIA ENSIONS SHOWN ARE MIM. ACTUAL OWENSIONS PPE SIZE H G o b 1 1•- ' 1 '-Y' 21" OR 24" 21r-10" 2'-10" 21--6 " 0'-2 0'-2" ONAENW14S MAY VARY WITH MAI ACTIIRER BOTTOM OF STRUCTURE TO BE ON THE SAE GRADE HEADWALL AT THE OUTLET END OF THE CULVERT WAY BE EITHER SQUARE EDGE AS DRAINAGE DITCH. OR BEVEL EDGE FOR DETAILS OF GRATE ANW NUMBER OF CRATES S 4VCA• L�T ." CNA IFER AIAY BE PROVOED ON ALL EDGES AT PS N PRECAST PIPE ENDWALL WITH LOAD - CARRYING GRATE G5 FOR 12"-241H PIPES 233 SOZ VIRGNIA DEPARTMENT OF TRANSPORTATION STONE CONSTRUCTION ENTRANCE 70, MIN. EXISTING A PAVEMENT 3' FILTER CL DTH 6^ MIN A MOUN/AHLE BERM 7' (OPTIONAL) SIDE _ELEVATION EXISTING GROUND 70 NIN. B VASHRACK 10' MIN. 12, HIM. • �'--- EXISTING PAVEMENT 7_11"_ VDOT II ~,� POSITIVE DRAINAGE MY NIK COURSE AGGREGATE TO SE D.NT B TRAPPIHIG DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERRATION 12' YIN. r MIN. — r MIN / FILTER CLOTH s RE] CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I SET POSTS AND EXCAVATE A 4'X4" 2 STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS I FLOW 4" 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH ■. STREET APPROACH SAME SUiFACNG AS MAINLINE ---(RADIUS TO BE AS .v i A� ROADWAY SHOWN ON PLANS) C I (RADIUS TO RF AS -------------+--- SHOWN ON PLANS) sT"o a-12 �RiIDIAL C016NA % 4� 8--{------- CURB GUT (sTv. CC-6) � 4' SIDEWALK F OPTION i I h FLOW LrE EXPANSION JOINT A (H. S.1�LASS� ►'.• a. .s• s. , a.� °7"— — — — — — - CONCRETE EXPANSION JOINT NOTE: WIDTH '13" 2'-0" oR A5 �' MARINE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTION PLAN VIEW M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ®WHEN THE ENTRANCE RAMC44WT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK b CURB 10'PARA800C CURVE RAPS WITHIN THE LIMITS OF THE RADISHIOULD BE AX. MAX. EDGE 0 SMOULDER OR 60PE�,e INCREASED 10 7" OPTONAL FLOW ENE L --� WHEN ST'D CG-11IS USED FOR ENTRANCES BUILT MARINE ROADWAY ----------- N CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING D SLOPE----_---- FOR D )K)K MAM'R.NE PAVEMENT SHALL BE CONSTRUCTED 5' MN. 40'MYI. 5TREE' TO THE R/W LINE (EXCEPT ANY SUBGRADE STAWILRATION REORAIED FOR MANLNE 0' DESRABLE FOR COMMFRCIA( PAWEIENT WHICH CAN BE OMITTED IN ENTRANCE THE. ENTRANCE.) SECTION A - A ® RADUAL CURB DR COMBINATION CURB EL�TEXXCEBE GUIDELINES FOR GRADE CHANGE D e"Y090TTE R/W PTNFSORRUCTED REPLACEMENT PURPOSES WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS A ENTRANCE VOl 11M1 DESRABLE MW(IIUMI STANDARD IS TO BE ADJUSTED TO MATCH THE _ _ MOUNTABLE CURB CONFICU(ATION. NIGH (MORE THAN ZOO VPD) 0 % J % DESIGN SST MEDIUM 4500-1500 VPD) S3 % 6 1 CRAMP TO BET USED WITH THIS LOW (LESS THAN SOO VPD) S 6 % 6 I )K PLANS ARE TO INDICATE WHEN CONSTRUCTION OH A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE OPTIONAL FL OwL►E 4AY REQUIRE WMPNG OF A PORTION OF 71FI TO PRECLUDE PONONC O WATER. REGF METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 5O2 AND COMMERCIAL ENTRANCES VIROMA DEPARTMENT 01 TRANSPORTATION 203.0{ 101, FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE FRENCH HILTER FABRIC PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED 'HANNEL :�I w��Waj%i=�Wfis1•IW:i .. • •TH KRY L. W-9-: RitCOMMENDED FOR ENTIRE PIERIMETER L 3do (MIN) PIPE OUTLET TO WELT, DEFINED CHANNEL. PLAN VIEW rL U d SECTION A -A (- FILTER CLOTH KEY IN 88'RECOMMENDED FOR ENTIRE PERIMETER NOTES I APRON UNING YAY BE RIPRAP, GROUTED RIPRAP. GABION BASKET, OR CONCRBTC 2 IA 13 THE LENGTH Of THE RIPRAP APRON AS CALCULATED USING PLATES 318-3 AND 318-4 3. d - 15 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 8 INCHES TEMPORARY DIVERSION DIKE �— 4.5' min. Comnact.ed Soil 91 Q C) O Z V �a N_ Z V��pUC Z - J - LAJ R✓ N► o LAJ W w `LA J ce O a. V Q�� W W V UN� W V Lai U L`" W Q m 0: Q_ O O N O N E 0 Ln N 0 U N I I U N C (0 (ND /1 ,C CP O 0 0 C C � .a L- m 0 c E L U d u O (n 3 l� W N O O 'n I Z ' ,HW -j W i' Z V) C9 Z ' ►t� i a ° W PtiTH Op Yl�P TWTHt . PANIITER ' No. 18260 'oho -41►'j o Z �4 ��41�S1ONAL SURVEY: Pointer —Lewis, N/A P.L.C. DRAWN BY: ,JOB NO.: TGP 0107003 SCALE: DATE: AS SHOWN 02/15/02 SHEET: 7/7 N .A/ TR' fR',S9 *,r fM lln' g 20 0 20 Scale 1" _ 20 -Ft 6�1 H H 0 Z 3 Q tY Q Na PZ 0. C) V) W O E-. I Q O OI z V �a • Q p C.7 LLJ cc Q > iirii. LLJ Q W z O _j � W F= (D W V Q M Z U U 3 V W W i Y U � L"' W a 0 m a. a �0 0 N v O N M E (n (0L pU Li C N (n c0 L 2 10 C V) C .-. .& 0 o .x i 3 0>LoL � � C Qj p m 0 a 0 a .o ' C n� v E (° 3 F- L- w N o TH OF Yl1P U TWM G. PAKU No. 18260 �` slOVAL SURVEY: C.1.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: 60 TGP 0107003 SCALE: DATE: 1 = 20. 0' 08/24/01 SHEET: 1 /1