Loading...
HomeMy WebLinkAbout18-99 Valley Farm Credit Office Complex - Back Creek - Backfile41 m Q VALLEY FARM CREDIT OFFICE COMPLEX RERNSTOWN BUSINESS PARK PROJECT: VALLEY FARM CREDIT PROPOSED OFFICE COMPLEX SECTION I, LOT 16 KERNSTOWN BUSINESS PARK FREDERICK COUNTY, VIRGINIA OWNER/ VALLEY FARM CREDIT DEVELOPER 210 FRONT ROYAL PIKE P. 0., BOX 2700 WINCHESTER, VIRGINIA 22604 (540) 662-3473 Contact: MR. BOB CARPENTER ARCHITECT: READER & SWARTZ ARCHITECTS, P.C. 15 E. BOSCAWEN STREET WINCHESTER, VIRGINIA 22601 (540) 665-0212 Contact: MR. CHUCK SWARTZ 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 PING. 75-((A))-2G SITE AREA: 2<.00 Acres ZONING: BUSINESS and INDUSTRIAL ZONING DISTRICT B-2 GENERAL BUSINESS ZONING DISTRICT PROPOSED USE: OFFICE COMPLEX CURRENT USE:. VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85'% COVERAGE (BUILDINGS DRIVE AREAS < 1.700 Ac.) FLOOR AREA/LOT AREA RATIO: (F.A.R.) </= 1.0 SETBACKS: CORNER LOT: FRONT': 50 Ft. ,(PRIMARY OR ARTERIAL HIGHWAY). FRONT: 35 Ft. (COLLECTOR OR MINOR STREETS) REAR: 0 Ft. SIDE: 0 Ft. P4RKING:5 Ft. BUILDING HEIGHT: 35 Ft. Maximum Permitted Height F.A.R.: 1.0 PARKING: OFFICE AREA: 1 SPACE PER 25G Sq. Ft. PARKING. REQUIRED: OFFICE AREA: 12,315 Sq,. Ft./250 = 49_3 -> 49 SPACES BASEMENT AREA: (HVAC 6 FILES) 3,800 Sq. Ft. -> 0 SPACES TOTAL SPACES REQUIRED: -> 49 SPACES HDCP SPACES: 2 SPACES - VAN ACCESSIBLE SIGN REQUIREMENTS: SETBACKS: 10 Ft. from4Property Lines HEIGHT: 35 Ft.Max`. AREA: 100 Sq. Ft. Max. LANDSCAPING AND SCREENING: B-2 DISTRICTS: NO BUFFERS REQUIRED LANDSCAPING FOR PARKING LOT REQUIREMENTS PROPOSED DEVELOPMENT: OFFICE FACILITY - BU:ILDING AREAS: 12,315 Sq. Ft. OFFICE AREA 3,800 Sq. Ft. BASEMENT (HVAC & FILE AREA) - 1 STORY AREAS, HGT.: 17'-6" to,32'-0" - 2 STORY AREA, HGT.: 35'-0" FRONTAGE: CORNER LOT 541.91, Ft. SETBACKS: CORNER LOT: FRONT: 89.40 Ft. (PRIMARY OR ARTERIAL HIGHWAY) FRONT: 36.19 Ft. (COLLECTOR OR MINOR STREETS') REAR: 201.07 Ft. SIDE: 16.00 Ft. PARKING:5 Ft. Min. PARKING: 49 SPACES (2 HDCP'VAN ACCESSIBLE SPACES) SIGN: SETBACK: 10.0 Ft. HEIGHT: 8.5 Ft. AREA: 30.0 Sq. Ft. LOT COVERAGE: BUILDING FOOTPRINT: 7,400 Sq. Ft. (0.1699 Acres) PARKING/DRIVES,: 21,755 Sq. Ft. (0.4994 Acres) WALKS: 1,464 Sq. Ft. (0.0336 Acres) TOTAL AREA: 30,619 Sq. Ft. (0.7029 Acres) F.A.R.: (16,11,5)/(2.00 x 43,560) = 0.185 OPEN' SPACE: 56,50.1 Sq. Ft. (64.6%) (1.2971 Acres) -Open Space is"considered to be all lawn and slope areas within the property boundaries. LANDSCAPING: PARKING AREAS: 1 Tree Per 40' Perimeter (389' Perimeter/40' = 9.73, Trees -> 10 Trees Perimeter Screen Along R-0-W 6 Adjacent Properties (Topographic differential shall serve as Perimeter Screen) 5% Interior Landscaping Islands• Proposed Parking Area: 21,755 Sq. Ft. (21,755 x 5% = 1088' Sq. Ft.) 1 Tree Per 10 Parking Spaces (49 Spaces/10 4.9 Trees -> 5 Trees) PROVIDED: PERIMETER: 24 MAGNIFICA HACKBERRY TREES INTERIOR ISLANDS: 2,151 Sq. Ft.' INTERIOR TREES: 16 MAGNIFICA HACKBERRY TREES ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED IN THE PARKING AREA AS INDICATED ON THE LANDSCAPING PLAN. ALL LIGHTS SHALL BE GROUND LEVEL YARD LIGHTS ILLUMINATING THE INTERIOR PARKING LOT TREES. 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. NO OUTDOOR TRASH COLLECTOR IS PLANNED,FOR THIS.SITE. 4. NO ENVIRONMENTAL FEATURE EXISTS ON THIS SITE AND THEREFORE NONE WILL BE DISTURBED. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE, IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL. AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL .BE MAINTAINED THROUGH CONSTRUCTION. r VALLEY FARM CREDIT PROPOSED OFFICE COMPLEX SECTION I. LOT 16 BACK CREEK MAGISTERIAL',D STR CT FREDER CK COUNTY. VIRGINIA INDEX TO CITY/COUNTY LOCATION R. T. & T PARTNERSHIP SECT/ON /, FUTURE L OT PIN 75-A-20 D.B. 662, Pg, 649 ZONED.• 9-2 USE.• VACAINT VICINITY MAP 1" = 1000' STATE FARM MUTUAL AUTOA,(OB/LE P.I. N 75-4-2E INSURANCE CORPOAAT/ON SECTION I, L OT 1 D.9 941, Pg. 1341 ZONED. B-2 USE.- VACANT RO PE� R (60 R 3¢8f9� L34.91ft I R25.008 O VALLEY FAR 0' OFFICE COMPLEX p V 2 STORY With BSMT. AREA: 12,000 Sq. F. D.B. 504, 09 J59 P) I ZONED.• 9-2 CURRENT USE. VACANT PROPOSED USE. OFFICE PROP. BSMT. USE.• STORAGE ONL Y r 405.20ft N5.322'47MW ✓AYES M F/ORTON PIN 75-A-2 ' D. B. 504, P•q. .358 ZONEO.- 9-2 USE.• NURSERY P � INTER -LE IS, P.L.C. 302 SOUTH �FiADDOOCK STREET. SUITE 200 INCHESTER, VIRGINIA 22601 (540) 662-5792 O 00 L, .I I Y n � _ GI R61 & ✓OHN MILLER N h Li PIN 75-A-11C 0.9 604, Pq 27.E ZONED.• 9-3 > USE' AUTOMOB/LE I DEALERSHIP O F- �h � vi e r pLTN p" �x IM'�TN,Y G. 'PAINTER a No.18260 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT 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 PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R•.0. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX J TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 57R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). VALLEY FARM CREDIT PROPOSED OFFICE COMPLEX LIST OF DRAWINGS SHT. 1 /6: COVER SHEET & GENERAL NOTES SHT. 2/6: CONSTRUCTION NOTES and DETAILS SHT. 3/6: LAYOUT PLAN SHT. 4/6: SITE PLAN and EROSION & SEDIMENT CONTROL PLAN SHT. 5/6: LANDSCAPE PLAN and PARKING LIGHT LAYOUT PLAN SHT. 6/6: MISCELLANEOUS PROFILES and UTILITY DETAILS APPROVED kjl!�AC SITE PLAIN G P A T Eb-t') .• -7/7/ f9'9 DAM SHEET: 1/6 I FILE NO.: 9903009 GENERAL NOTES: STORM WATER MANAGEMENT: - - - - 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER cc / `)J�%j / /,J�� C J % %�% % A %�� 0 COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND SYSTEM AND UNDERGROUNDRM WATER DETENTION ENT N FACILITY,TY AS DETEN AILED ON THE PLANS. THHI-Q rJ� l T Ill � E CO � SM UC77UN l_�i L � 1 W Al V C Q m THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. SURE-LOK 10.8 PIPE AND FITTINGS. THE MANUFACTURER SHALL BE CONTACTED TO TURNING LANE TYPICAL OUTLET PROTECTION DETAILS 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND VERIFY THE DESIGN AND PRICE THE PROPOSED FACILITY AND TO RECEIVE THE r SECTION AT ENTRANCE _ MANUFACTURER'S SPECIFICATIONS FOR THE INSTALLATION OF THE FACILITY. ~ w N. .S. SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK,, 70' MIN. PAVEMEI4 LJ Z -- - -- PnvcrteNr VIRGINIA, WHERE APPLICABLE. A s ro w N.T.S. J 2. THE SUPPLIER OF THE SYSTEM IS HANCOR. THE CONTACT PERSON IS MR. ANDREW M. ,sl Z „ N CARY, P.E., SALES ENGINEER. THE TELEPHONE NUMBER IS 1-410-529i-3815. 3 ~ 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY MISS UTILITY AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) FILTER CLO1H d uw. A (CIPTHA1R.E RERN C� �j STORM SEWER Of w DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 3. THE PROPOSED FACILITY HAS BEEN DESIGNED TO CONTROL THE 2 YR. AND 10 YR. OPTRONAI-' STORM EVENTS FOR THE POST -DEVELOPED CONDITION OF THIS SITE ONLY. THE 100 YR. SIDE ELEVATION - Ex. Lane (11'+/-) 15'+ VARIABLE CULVERT o O 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE STORM EVENT WILL TOP THE EXISTING STRUCTURES AND FLOW VIA THE GRASS SWALE -___ STONE BETWEEN THE PROPOSED BUILDING AND PARKING LOT. THE 100 YEAR FLOOD LEVEL IS EXISTING U I- W AND _ 3:1 Sloe 1 3d APRON 3 r INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN A WELL BELOW THE FIRST FLOOR OF THE FACILITY. SEE THE DRAINAGE CALCULATIONS FOR SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE 70.MIN PDX• LOCA ION OF ALL EXISTING UTILITIES PRIOR TO CLARITY. __-____._____--__- _, � CROSS SLOPE = 1 4":1' 2+- w v CONTRACTOR TO VERIFY THE T CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD a Lo MDT CG- 6 I III- I �1 Q C.I CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE 4. ALL, STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LIME POURED IN THE _ DASHRACR d =DIAMETER J BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. coPna+ALd i 1.5 SM-2A BIT. CONC. _ APPROPRIATE UTILITY COMPANY. SURFACE COURSE �- I I1) 7_ -i , a 3 . ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM WATER MANAGEMENT 10, MIN. - I I I I�- I i-i i-- _I ; • _ •..... _ 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 12, MIN. 2' IM-1A BIT. CONC. FACILITY BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS AND STORM SEWER �`-- PAVEMENT j- I __ I-- I PAVEMENT BASE COURSE I I_-•---i I -III. -`I 1- -I I _�� 1---� I I-(1-I L 6. IT SHALL BE THE RE6PONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS PIPES, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS-Ill�lil'- ill -ii'" I-II'�Itl III NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF SHALL BE PIPED TO THE UNDERGROUND FACILITY AS INDICATED ON THE PLANS. _ 8" 21- B STONE SUBBASE COURSE �ENDWALL OR END SECTION CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 'DOT u I POSITIVE DRAINAGE lo' NIN PAVING AND CONCRETE: COURSE AGGREGATE T❑ SEDIMENT DE COMPACTED SUBGRADE 12 rn 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY 1. THE PROPOSED ENTRANCE, TURNING LANE FLARES, AND ON -SITE DRIVE AND PARKING 0 I TRAPPING -i- THE OWNER THAT WAS PERFORMED BY FURSTENAU SURVEYING OF WINCHESTER, VIRGINIA. AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. FLOW j • MUST EXTEND FULL WIO1N THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO OF INGRESS AND EGRESS PLAN VIEW SLOPE=0.00%� INTERVAL OF ONE (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. OPERATION O r\ � �_ D o 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE '_ �N. PAVEMENT DETAILS r fl i it AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG 6, CG 6R, - � i 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND 3'MIN N.T.S. STONE PAVEMENT, WHERE APPLICABLE. SPECIFICATIONS OF V.D.O.T. - Jr MIN STONE 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO MISCELLANEOUS: FILTER CEOTII-- EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, SECTION A - A HEAVY LIGHT VIRGINIA FIRE MARSHAL. ---- -- 1.5" SM-ZA BIT, CONC, CULVERT STA,, L W D STONE d50 MSD CONSTRUCTION NOTES: -- ---- 6'-r-- SURFACE COURSE - 2" SM-2AL BIT, CONCRETE ENTRANCE 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO 2" IM-1A BIT, CONC, SURFACE COURSE ;:::;:::::::;: 15"0 RCP 10' 12 18" 1.0 EROSION AND SEDIMENT CONTROL: EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. - BASEOUTLET 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY COURSE 8" 21- A W 8' 10' 18" 1 0' LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE - 8"' 21-A ::::.:::.:::.:: _ - 8' CMP CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL STONE BASE -y _ _ STONE BASE �; N M�l NOTES: HANDBOOK. - �!-LI--L1-- 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR COMPACTED SUBGRADE -� - I -i COMPACTED SUBGRADE I_ I 1t I �= L THE CONTRACTOR SHALL INSTALL END SECTIONS OR END WALLS N REINFORCED CONCRE rE � DRAIN SPACE -i-�.L!"-"� I- I O THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY SECTION B-B '! 111 D THE ENDS OF ALL PIPE SECTIONS, AS INDICATED UL THE PLANS. _ ADDITIONAL STONE MAY BE REQUIRED AT UPSTREAM CULVERT END Z 'J DRIVE R-O-W. BOUNDARIES AND THE PROSPERITY__-________ ________ _-._-- NOTE: AS DIRECTED BY ENGINEER. Z Q 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE IN THE ENTRANCE TO THE ENDS OF THE CURB O W RETURNS AND IN THE AISLE AREAS. � 0 END OF CONSTRUCTION. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED _ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE IN THE PARKING STALL AREAS. OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS C OR REPLACED BY THE N 0 REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED END OF WORK THAT DAY.CG- 12 ------------ � /'r L 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONSI'RUC770N 01'' A SILL' I'f'NCE Toper curb height down b' J CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY (yV11'jj0117' !3 ME SUPPORT �"_�^ - :� tol*��height -to 0 at this point or -, ''• 2V' HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL v EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED 2. EXCAVATE A 4'X 4' TRENCH N.T.S. N.T.S. ~ AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. I. SET THE STAKES. o � o VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: UPSLOI'E ALONG THE LINE OF 1 STAKES sdew»I o o�op o Var 4' Ma. Var .Kth Sidewalk. oo Vor. 3' IAir- SEEDBED PREPARATION: I - S'dewak Sooce gco�o S I or sidewalk Space o %i Y T- HANDICAP SIGN PARIONG A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN a unx. "04"�'op I - a i� �_ _�ol9r� 6' Min. (PLACE BEHIND WALK) ACHIEVED. 0000 / _ ❑ 12" x 18" STD. � B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /100C� / ,/ / r / _-6"0 i sl) . RADIAL PLAN TYPICAL. ALTERNATE RADIAL PLAN CURBING SEED TYPE: RATE: MIXTURE m1 _ FOR USE AT APPLICABLE STREET RELIANT HARD FESCUE 130 lb/Ac. 65% T "11 1111 CONNECTIONS AND COMMERCIAL For (HeaCornirvy Errrmce � (Heave Truck Traffic Shea ACCiS9BLE > pored) 12" x 6" STD. Ills `./ _ _ ENTRANCES. gee s,mrbFd cc-13 sneer 203 Io KENTUCKY BLUEGRASS 40 lb/Ac. 20% � r �J PERENNIAL RYEGRASS 30 lb/Ac. 15% FLOW - A SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. D -o 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER 0 fjva width -b - o c B ``' i O EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE s�dewwk° - ~ STD. U -CHANNEL POST CONSTRUCTION Q 3. STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT p° ceo1k p `� " _ o'er o. w ®"..O HDCP SYMBOL (WHITE) RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST TO STAKES ANU EXTEND THE EXCAVATED SOIL �_ .o �' • 5� o ,o ,o .o _ AT ALL TIMES. IT INTO THE TRENCH ------- ---- --__-- _._ o:�'o. o•oo,00Y -T i •o: C: o, o•co,'p obi-op'o:.'o WO �> SOLID BLUE BACKGROUND cnn "' O a EXCAVATION AND GRADING: �yJ 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED A -E- TANGENT PLAN Slope 12:1 Moxrmu.n^ F- O w MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. / _ / _ 2. ALL TOPSOIL SHALL HE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE AS _ �___ ISOMETRIC � U ~ Z H PROPERTY OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH ®" where Sre cG-3 t+ s used. � N �'�' VIEW d. � � �/�- �-_ ` ' 7'-4" is the m.n,mum, II II PROP. GROUND a 4' O DIRECTED BY THE II --- Sawal� so-- ----- reowrementta � O Z a U GRADING. � / (with o• ithaxbueer strip) NOTES - ��-�� �6,. ---- - - -- - achieve d t 12,1 node ,class 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE Std CG-2 _ -'- 4 - --3_- Cure romp to be ,ceeo A-3 Concrete oven exposed ogoregae tin eh f'f.OA a CS-6 - Romp stroll not e.meetl o mmumwn slope d 121 O / �%' i Curb romps ore-t(a be located as shown or the plans IED GEO-TECHNICAL ENGINEER. ALL FILL 4_ CONTRACTOR AND APPROVED BY A CERTIFIED F p a s o• as directed by � Y CONTRA ------ -----0 r MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% - Ip SIN - -- OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL the Engineer One are to De provided d intersections wherever on y� -I RESERVED W Y (, occeswbk route fE whet the dent-d-way ti o higtweoya Facility crosses c 1O' �I - 1�' PARKING ( • e e W curb regardless er whether s,dewon is everting, proposed or nonexistent O W W SIIEE'T F'I,OW INS`TAL,f.A7'ION SECTION A -A - They may De ortsert from pedestrian crosswalks as shown or plans a os ENGINEER. (PERSPECTIVE VIEW) ' hts item mpy oe directed by the Ernq,neer, but mould not be Located behina vetliNe stop Ines 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR I I precast or cast Vr place. Erne light will b fire hydrants. drop .tots, etc will also dledt placement Curb romps will be measured and paid tor of the contract unit prices LLJ O for Exposed aggregate sidewalk, complete -In -place. \� STRUCTURES WITHOUT PERMISSION OF THE OWNER. I I sr� - ,-Slope 12 ' uo.imum Curb/curb and gutter slope tronsdons odlacent to curb ramps ore ,ncludeo W 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF A A \\\\ I _ __ Vn payment for curb/awb and gaud. NOTE: VAN � C Y LA- 6" B I . o. o . o . When used rot conllunctian wild Standard CG- 3 or CG-7. the curb tote on 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF \�� I FLOW I -. this Standard is toi be adjusted to match the mountable curb confgurdbo _ ___ ____ _ ACCESSIBLE 1. ALL CONSTRUCTION SHALL CONFORM TO ADA U U PERMANENT VEGETATIVE COVER. \ \ ✓ I T Treatment where wi,Ah d sidewalk or sidewalk spOCe Is less than 7'-4' ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES, w Q SECTION B-6 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS ID Accessible route is defined as o continuous eiemunob.udf stable. firm one / ;..mats d Er gg 9d slip rosiBtoM pant connecti al: accessiDk ekmeNs d ° facility that car ENAL TY f100- a . poses a re a sidewalk be eporoached, entered on used by persons with mobility impairments. TOW -AWAY ZONE NEEDED. _ - SANITARY SEWER AND WATER UTILITIES: POINTS A SHOULD BE HIYHER THAN POINT B CURB RAMP SPECIFICATION 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE REFERENCE n� DRAINACEWAY fNS'TALLA'I'ION (PERSONS WITH MOBILITY IMPAIRMENTS) V PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF (FRONT ELEVATION) 502 THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). ----- --- ---------- --- ---- - 203.09 VIRGINt4. DEPARTMENT OF TRANSPORTATION 504 le 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY O F.C.S.A. N 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN TYPICAL TRENCH DETAIL FOR TYPICAL TRENCH DETAIL FOR _ APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT STORM SEWER SYSTEM WATER & SANITARY SEWER MAINS Q O N THE TIME OF APPLICATION. N.T.S. N.T.S. � 4. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED TO THE ^ N +' I EXISTING SANITARY SEWER MAIN WITH A SADDLE CONNECTION AND INSTALLED AS SILT FENCE DROP INLET PIPE' OUTLET CONDITIONS O.D. + 24" $ O.D. 8 nnn N INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. PROTECTION �Vv�J� _ i 5. THE 6" DIA. WATER SERVICE AND FIRE MAIN SHALL BE INSTALLED AS SHOWN. A A _ :;; ;^; a CO 0 2 x 4 WOOD FRAME - I I I I -Ii I .. .. . ...... -~� C ODROP �\ 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WITH 1NLEr FINAL BACKFILL I � DROP GRATE -_ I r I I. _00 L ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE M l FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) Ln I�I_ lI� FINAL BACKFILL .....::;jII � � 3d-------- CAREFULLY COMPACTED =�1I I I = I THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE LS MAX FRANE O - DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN do --- SELECT BACKFILL _ i iI % - -- 24 (� _ _ _' �M 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER - - --- -- m I I I_ CAREFULLY COMPACTED - I - I � I_ � � WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE -�PIPE OUTLET TO FLAT -; - -' AREA WITH NO DEFINED III o°o°0000°o°0000b o°o°oo SELECT BACKFILL -`. I I 4) O THE METER BOX ASSEMBLY INSTALLED CORRECTLY. _ I 000°°oo° oc000000o f I - 12^ - I --- --+ -- L 3' NIN CHANNEL CRUSHED AGGREGATE 000000000000OO° - "-' PLAN VIEW 0000o aoc000000 Q 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT �� 000000coo oc000000 -I ll 6" O C X 00000000 00°000000 ` CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF II II 00000ao I I II i o0000 000000 _,I � I � THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. EXCESSGAINER - I o0000 0ooao AN APPLICATION FOR SERVICES MUST BE MADE AND `FEES PAID. I I I I ��� [zc[ss �• - -- ! I o° 0 O.D. O.D. - I oaoo0 °oao° ' AT CORNERS � III dada ! dada° STONE AGGREGATE 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE OZ - CRUSHED AGGREGATE ado 00 c000 000 00 00000 K THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND I PERSPECTIVE VIEWSd I Q0000 000 000 0000° I I l- • -) I - -I-�, MATERIALS FOR AND MAKE I I� -=1� PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE SECTION AA=A F'ILTEK CLOTH Key IN 6 9�RECOMMENDED FOR ENTIRE' PERIMETER STAKE AKE -- DRILLING THE MANHOLE. ( \ i I A ---- 10. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED ON 0 D TH OF ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY SHALL O.D. ` PJ NOTE: * MEET ASSE STANDARD No. 1015 OR No. 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A A ado (MIIN) 4' IN NORMAL EARTH FOUNDATION BUILDING A REMOTE READOUT IS REQUIRED.. 12) �-------------- -- 12' IN ROCK OR SOFT FOUNDATION � 1�11) I' NIN "�li = Iill1 do 11. THE PROPOSED FIRE HYDRANT EXTENSION ALONG THE ENTRANCE SHALL BE INSTALLED - ,, a TIMOTJiY� G. PAINTER � AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FUR NISHED BY THE CONTRACTORI 9 LRO A \ - 6� `-------__- UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. °A PIPE OUTLET TO WELL Nb. 18260 HAS BEEN CONTACTED. ELEVATION OF STAKE AND \ PLAN VIEW DEFINED CHIANNEL, i .p�OA r )S /f 4j 12. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED FABRIC ORIENTATION DETAIL A + SIDEWALK DETAIL CONCRETE DITCH DETAIL assG� AND REMAIN IN SERVICE AT ALL TIMES. L'° ONAL E--------J . � N. T. S, N.T.S. I SPECIFIC APPLICATION -i_ EXP. JNT. MATERIAL 6' 26" SURVEY: C.I.: d (OR AS SHOWN ON PLANS) NEENAH R-4991-HX SOLID TOP 24^ METAL PLATES SHALL BE FURSTENAU 2' THIS METHOD of INLFIT PROTECTION IS APPLICABLE. WHERE THE sErrloN A -A r- Slope: 1 /4": 1'-0" PERMA-GRIP SURFACE BOLTED TO CONCRETE BASE. SURVEYING INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER CLOTH KEY IN 8 -O RECOYMENDEU FOR ENTTRE PERIYETE:N. THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT NOTES t APRON LINING MAY BE RIPRAP. GROUTED RIPitAP. GABION METAL FRAME & ANCHORS - DRAWN: JOB NO.: EXCEEDING I C.F.S.) ARE TYPICAL THE METHOD SHALL NOT 4- b- s BASKET. OR CONCRETE _ N STREET APPLY TO IORFHIGHWAY TS IVMEDIANS ING CONCENTRATED FLOWS, SUCH AS z la IS THE LENGTH OF THE RIPRAP' APRON AS CALCULATED a o a 00 O O O C O U O C ` USING PLATES 3 I6-3 AND 3 16-4 �1 - N TGP 9903009 3 d = I S TIMES THE MAXIMUM STONE DIAMETER. BUT NOT � �. --�-,.i-1 6" CONCRETE TRENCH LLESS THAN 6 INCHES LI I= -- 11 1 --- ----- -- ----- ------ III-i 1 Fi I I SCALE: -----_ - CG-6 (Typ•) - ,-r I DATE: 4" CRUSHED STONE 4" TYPE "A" CONC. h' 36" 1 "=20.0' 05-10-99 (3000 PSI) 6x6xW1.4xW1.4 WWF NOTE' (15' Min. CLEAR) 1. THE NEENAH GRATE IS OPTIONAL AT THE DIRECTION OF THE OWNER SHEET: IT SHALL BE INSTALLED IF DEEMED NECESSARY FOR SAFETY PURPOSES. / R T. & T. PARTN£RSH/P SECTION /, FUTURE L OT P.I.N. 75-A-20 D. B. 662 Pg. 648 ZONED.• 9-2 USE- VACANT STATE FARM MUTUAL AUTOMOB/LE EX. SAN. SEW. MH TOP=735.60 }. STORM SEWER STRUCTURES INV OUT=730.00 m O Prop, DI-48, L=6' TOP = 745.00 42"0 Inv. Out=738.00 O Prop. DI-3B, L=6' Z TOP = 745.00 O 15"0 Inv. Out=741.00 I O Prop. DI-1 U TOP = 745.65 I 15"0 Inv. In=740.85 0 42"0 Inv. Out=738.60 © Prop. DI-1 TOP = 746.25 42"0 Inv. In=738.25 42"0 Inv. Out=738.25 © Prop. DI-1 o p rn W Q TOP = 743.00 iie o 42"0 Inv. In=737.50 - 8"0 Inv. Out=737.50 N I O AO Prop. EW-1, End Wall iE7s Z (Modified for /NSURANCE CORPGWAT/ON P I NOTE: CG-12A HDCP RAMPS PIN. 75-A-2E Inv. Out=737.10 MAY BE REQUIRED AT THE ENTRANCE SECTION I, LOT AS DIRECTED BY THE VDOT INSPECTO NOTE: USE LARGE BASES D.B. 841, Pg. 1341 FOR 42"0 PIPE R. ZONED.- 9-2 USE.• VACANT SEE LANDSCAPE PLAN FOR EX. 8" SANITARy ROOF DRAIN LINE LAYOUT _ SEWE_R `� EX. SAN, SEW. MH Inv. Out=734 0 II �PROS Inv. TOP=739.6 1w Ex. ES 2 DRIVE INV=730.5 N _. == I' --_ ----�� _ss. 75' SIGHT ... __ _-- SPEED LIMIT = 2S Mp(60 R` DISTANCE - 2S0 .___ H I/'/1 EX. EOP� "--,_CUL-DE-SAC.-' -- __ __ EX. GAS TO SIG �� - PEDESTAL --_ DISTgN -- --_ o E x 8 . 258' TO RTE.E - 258' fX. EQP 60.50I EX. SAN. SEW. MH INV=729.2 W N - 15 ES-1 60 ' 15 RCP CL. '--- 8"xG� 8 Cut -In x 20' CL 25'R ope o �.�� Box & Tee 4 M DRAINAGE°° - `` _-'it¢' `BE I CO CONTRACTOR) By ES +�, M '`` T.B. 00 34.00' 25'R � 5 AR I NF( G S;ETBA - x. ..g WM W , 19, 3 5 °A. , n�"� _�.. o _ 1-FH ' 1-8" TEE i I 52.39' CG- 6' W G + �J 12'R RANSIT ON x 6 D x 8` \ �P��P q E�UGG� 3-8" VALVES I I 12 R co (2) 6„-45, ti Bend E _ �° a mA x. 8 "� WM a �LITy o orn S t 1 _`� Stub U a M o� -21 I a . B. F =� v 9 U 6 "0 PVC&� "� 1 1/2" WATER Ex. ES-2 R 21C 1►'M <, NN °i N v SECTIp �Re21 WM T B ER SI NE �17-*<35.70 EX. SIGN I o i o r� O 8 "x " �� I QO' 2- xg Tee i R25.00ft Box & a� i 5' i M S CG_ 2 10. SIAMESE 35' 8-R l I - 2 -� I F� IDJ ' CONNECTION S R 4' 4• 8 CON C. LANDING 3 g & STEPS c t I N W Ex. Pole 4 IS'R Q tQ ` e^ (See Arch. Plans) zz - 5 Y Cti N I _ 3 sm U e � w ., I 18.00' N oa 0- �- N o II I 25.00 , a a J M Slab -on -Grade W N i I20. 00' - Y m " Q a F.F -748, 0� z N I I 20, ~ J V, N `a @ HGHT.-29. v 3 a w 00 Q N o w M cn 1 3 I I v N_ cV o z 25.00' �u ( o o I Iv 3 I _, I�� I = c� h �.. Q 18.00' o o vi 3 0 w uj V U ,-,, Cn o Q i 0- Qf 0 IY 5 ,R - o I -'1 7.50' 6.00' - e N �.. Y S,R `2 prop F ! j g o Slab -on -Grade KERNSTOWN BUSINESS PARK ! rco Imo, 7 s Gv & F Y ` , 3 , 7 o SECTION I, LOT 16 I O I - s'R 3a, r RIGHT.-26.0 9 08' 2.00 ACRES I� I IQ 5'R 1 -. T. B. (2) 6"-45' EXSANSEWMH n a U R a . . . Bend . 0.93' TOP=742.1 7- _ 2Q INV=728.7 T.B. T I I v - - -- CONC. a .F.=748.00 I ❑ Q 4 WALK ui - T.B. Ia HDCP a u 35.0 1il' 2 6"-45' N N �a Bend SIG I =a PROP. ;� NOTE: ALL ROOF DRAINAGE (DOWNSPOUTS) �I ao FLAG 4.08' ONC. STEPS ~ _ o°0oo O POLE 0zi McCh. Rm. (See Arch. Plans) SHALL BE PIPED TO THE S.W.M. - a FACILITY. II Z 34 7, °a o YI W 10 -42 0 8.76' `� it 5'R r 3 CPp C �' VALLEY FARM CRED/T a I . _ -- __ 23.20' 5,R CG'2 AMP o \O OFFICE COMPLEX 54.83' 89.40' I ` rCj b-on-Grade 2 0 Y h BSMT. S -T-INV=730.0 + - 73'-4"0 SAN. SEW. INV=728.5 +/- TAP TO BE MADE _ �Q_ :�•- ' O� AREA.• 16,115 Sq. Ff. F,F.-748,00 C.O. LATERAL PVC, Sch. 40 ® 2.08� I I j BY F.C.S.A. T s R o . �- - �,. ,s D.B. 504, Pq.. J58 , - 37 DEPRESSED SLAB AREA N ZONED. 9-2F.F.=748 ._ .0 t .00 u� �- CONC. LANDING CURRENT USE.• VACANT V,7M Ln I o0 35.64' �cV & STEPS PR .-3 .0' m I w I = 1 (See Arch. Plan, `� PROP BSMT. USE. STORAGE ONZ Y -'" `` = T w ^o I - {10, 0 39.18' �{'- 23.75' I o a -1 f �l .25 lTyp, Stab -on -Grade w 3 17' 13. a2' z 00 o 00 U N 54.26' M 6.25'R , n I Q CE I �O CG-6 / S O `1' W,*k_ CONC. LANDING I & STEPS Jx T cc_ r a E See Arch. Plans I o 3 I of <T I .i cG-s -- -' -- C 4 o F--- 31.00' o 1 -+ -- 5' PARKIN(; gFTRery Ex. Pole V -" Ex. Si ngle Phase J ATV OHE Lir\ Lines TRIP GENERATION: 'n 405.20ft O ----�_,_ -------- UG! VALLEY FARM CREDIT OFFICE COMPLEX `n OFFICE BUILDING �..J'"`�`"^•�'��"*--�k, �� ^` x. Single Phase Ex. OHE Lines JAMES M HORTOWP./.N. GENERAL OFFICE BUILDING: PHASE I DEVELOPMENT 75-A-2 OFFICE: 1000 SQ. FT. GROSS FLOOR AREA: (WEEKDAY) LEGEND.- Ln(T) = (0.756(Ln(X)) + 3.765) X = 12,315/1000 D.B. 50� Pq.. J58 T = TRIPS/DAY = 12.31 ZONED.• 9-2 UGG UNDERGROUND GAS X = 1000 SQ. FT. GROSS FLOOR AREA USE.• NURSERY UGE UNDERGROUND ELECTRIC UG CAN UNDERGROUND CABLE T.V. TOTAL: UGT UNDERGROUND TELEPHONE Ln(T) _ (0.756(Ln(12.31) + 3.765 -> 287.97 TRIPS TOTAL -> 288 TRIPS/DAY (WEEKDAY) Ex. Telephone Pedestal Ex. Pole 3 O O 00 �mw R' U W � Q N_ Z LLJ U U ~dpb W j � U Q�-t7= � U Y N � W U J W NLAJ W U W c a. Y � w O a m d O O O� O N � cn N I` Ln -N LC) GEORGE & ✓OHN M/LEER � P. /. N. 75-A-11C D.B. 60¢ Pg. 273 rn ° ZON• B-J '0 ED.) o O USE.- AU r0V09/LE O 05. DEALERSHIP o v C a� m � �- 0 z �U a.. o ._ a� X N Q O rl) a L. Single Phase OHE Lines 20 0 20 60 Scale 1" = 20 ft �ALTH OF D t L) TIMOTHY G. PAINTER a No. 18260 o s10NAL SURVEY: C.I.: FURSTENAU 2' SURVEYING DRAWN: JOB NO.: TGP 9903009 SCALE: DATE: 1 "=20.0' 05-10-99 SHEET: 3/6 R T, & T. PARINERSH/P SECT/ON I FUTURE LOT P. /. N 75-A-20 0. B. 662, Pg. 648 ZONED.• 8-2 USE- VACANT n EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE °o°o°o°o°o°o CONSTRUCTION ('E 00000000 10202020�O..-0000..-.O-0.0-.-Oo-.0007-00.0-00- ENTRANCE 3.05 SILT FENCE $F T X--XX 3.07 STORM DRAIN �P INLET PROTECTION 41. 3.18 OUTLET OP °000°oo°0000000 PROTECTION °O °Ooo°00000000 3.30 TOPSOILING TQ TO -- 3.32 PERMANENT SEEDING PS 3.35 MULCHING ML! MU EX. SAN. SEW. MH _ TOP=735.60 INV OUT=730.00 STORM SEWER STRUCTURES / / O Prop. DI-4B, L=6' / TOP = 745.00 42"0 Inv. Out=738.00 O Prop. DI-3B, L=6' TOP = 745.00 15"0 Inv. Out=741.00 EI I I O Prop. DI-1 TOP = 745.65 ! I 15"0 Inv. In=740.85 II 42"0 Inv. Out=738.60 II i © Prop. DI-1 r j TOP = 746.25 42"0 Inv. In=738.25 42 0 Inv. Out=738.25 3^ © Prop. DI-1 - I TOP = 743.00 42"0 Inv. In=737.50 {' 8"0 Inv. Out=737.50 U N i AO Prop. EW-1, End Wall A I Modified Tor 8"0 Pie I' /NSURANCE CORPORAT/ON (v. Out- 737.10 p) `NOTE: CG-12A HDCP RAMPS P./.N. 75-A-2E \ + / _-_ ASYDIRECTED UBY IREDTHE VDOT EINSPECTOR AT THE NTRANCE SECT/ON IL0T 1 NOTE: USE LARGE BASES O,B. 841, Pg. 134> FOR 42 0 PIPE _-_ `- -` VACANAN T ZONED. C e" SEE LANDSCAPE PLAN FOR ROOF DRAIN LINE LAYOUT �. /I -- P' ` EX. SAN, SEW Ex - - �SPERI _ TOP=739.6. MH Inv. Out734 \ DES 2 Ty 'VE - INV=730.5 41�' SPEED LIMIT _ 2 (60' `_ --- 5 MPH R 3 ~76EX. GAS PEDESTAL W 8 -� - , " ° �'d 73� _ �'z. X. SAN. SEW. MH _ 9 / � i TOP=737.9 . - w .... E= i!� INV=729.2 M �- - - 8. ^ N - „� 1g RCS+L. x »- E � _ _ - B --GV &. ut-In Tee $- _ _ / _.- - A MT 5 --�, "' TRACTpR� LLED By _ - --� ° _, ... T.B. I OP 45.2 ProP. - �Bff �.. 1-8" 6.8 NG-6 x 8 - _. 1-F-H ASY"-�� 3- j ALVES I I _ 46 SPTION 44.3 5 T) �\ �P Q x `EX. T.B.``..- (2) 6"-45 -_ �0 F `_ ,�pGa PS MU I I , O Bend Q ITY S PpC = _`--- \7 `�3 Stub O 1 5.4 U a i -21 WM -` -� _ 6 a' _ O O O o c s U U 6..� 1 112" E : �\ Ex. ES-2 i I �\ 00°Opi 45. F �, PV T WATER\ 1 6"m C ER ---- I I I J m ♦O F- I� a v Q z o Z Q la b� I I I I I f. I / I r� I I I I I ` I I Ex. Single Phase OHE Lines STATE FARM MUTUAL AUTOMI'OB/LE ✓AYES Y. 11ORTON PIN 75-A-2 0. B. 50'�' Pg. .358 ZONEO.• 9-2 USE.• NURSERY LEGEND: UGG UNDERGROUND GAS UGE UNDERGROUND ELECTRIC UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE STD. � SIGN _ZZ-%<35.7 00 I + ` \ I o� o IJ[ X iW I W k SF \ W ro EX. SAN. SEW. MH (� TOP=742.1 TAP TO BE MADE BY F.C.S.A. o= 0 K W� W Ex. Telephone Pedestal I 0 00 _Y= a ^^ m LPL � ` n LjU; ~ J � N w Uj a r r O V 1 GEORGE & ✓01YN M/LLER P. /. N. 75-A-11C D.B. 604, Pg. 271 ZONED.• B-J USE.• AUTOMOB/LE DEALERSH/P Ex. Single Phase OHE Lines 20 0 20 60 Scale 1 " = 20 ft m r - o 0 �I _j O H Z U p Z � W W � W N N Ad w J Z O z NO o W U ce ~ Lx N Z I - CL go W c) >. V V ~ � W H CC LL. Q I.i _w'_^^ V �'`'OZ�U � O - leNLVLYV >a'NVp O Y W Lei w o Q m a' (Z d O O N 00 N� cn (D 0) (` N r'- Ln N I c 0 0) o U 0 L d L mLn w � (n O 4- _c L D U CL .. O .� N x (N Q O rl) a 4 ELT H L) TIMOM G. PAINTER No. 18260 �s's" l�G SURVEY: C.I.: FURSTENAU 2' SURVEYING DRAWN: JOB NO.: TGP 9903009 SCALE: DATE: 1 "=20.0' 05-10-99 SHEET: 4 /6 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. 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. 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". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10.REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11.PL.ANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12.PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13.PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. R. T. & T. PARTNERSHIP NOTE: COI' HY[ ARE OF (2) TREI TO TREI RUB 2 "x2 2 PI I 12 ( WIRE DO I 3" h 3" S EXIS B LA( SOIL C TI L F F F PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS v` 40 MAGNIFICA HACKBERRY CELTIS OCCIDENTALIS MAGNIFICA" 2"-2 5„ CALIPER NOTE L1 16 SUGAR TYME CRABAPPLE MALUS SUTYZAM 1-1.5 CALIPER NOTE L1 181 ea. HEAVY METAL SWITCH GRASS PANICUM VIRGATUM " „ HEAVY METAL 1 GALLON CONTAINE 3 0. C. 0 LS RELIANT FESTUCA LONGIFOLIA "��t'AIC1T`�r HYDRO- PER E&S PLAN 10 CLIMBING HYDRANGEA HYDRANGEA ANOMALA SUBSP. PETIOLARIS 1 GALLON JCONTAINEFJ NOTE L 1: CALIPER MEASURED 1' ABOVE GRADE AT T/ME OF P4 4,IJ71 AJ6 . tiq,• 1 %•'�i� � R..r✓ � './ `0.� " `i► / �,� % °KI" -xr F•f `4 f^..S q...`.••_.s.� � -_� �--,"'•`� _�. ! v \/ 1✓ •,J '•,/ V Series 9100 HID rti__ EX. SAN. SEW.' MH r; Hydrel Ingradie Lighting \ TOP=735,60 Series 7000 HID, Fluorescent, Incandescent Hydrel Floodlighting � � Die-cast aluminum, yoke or knuckle mount. r 12-inch diameter, round or square, lamps included. \ INV OUT=730.00 i I 9" Ordering Information Example: 1000 A MH 70120 FL KM BZ7000 Ordering Information Example: 9100 A MH 100 277 MFL 34� 1 It I I T­ Series Door Voltage T Entry Series Lamp Voltage Mounting Accessories 9100 Round A, B 120, 208, 240, 12 7000 MH 70 120, 208, 240. KM. YM 1 9150 Square 277, 347 34 3I� Material PLT 42 277, 347 ISS , GS, BD Restrictions I I Color nayappry INC 100 Restrictions Co� '=.� t Lamp Accessories � ! A nleyapply Mounting '>:,, BL. BZ, TV. � �.-' MH 100 DIStfIbUtlOn ACCeSSOfIeS Distribution GR. W MH 175 ISS WVVL- IHL 4I I I TSP. MFL. WVV, 86, PC-21 I i TSP , FL JR. sM, PSM. PARF, PARS TM, WK 7100 LEGEND - A = aluminum 6 = bronze: TSP = tight soot MFL = medium fl000 WW = walP,Veah. PARF = reflector lamp LEGEND - A = aluminum; TSP -tight spot. FL .= RoM. KM - knurkle mrrunl, YM - yoke mount BL = black. 62 hmnre. flood: PARS - .etiecior lamn p spot: ISS , internal source shield. WWL - wallwasLouver: IHL�nternal honeycomb , TV - terra yerde.l.R = gray: W = Whll@:1SS - internal Sfll"C.e shield. GS - glare, shield: BD = barn door:JIBIunrGnn louver: BB = brass (unction boa; PC-21 . re -enterable porting compound \ I 1 , box; SM = stanchion mount, PSM - mainchinn mount (rW'destall. TM - It" mown WK = wall mount lknuckto) ��,..���'` ^ ./�*..,•. �"'�,,�' 9100 HID Series M9400 HID, Fluorescent, Incandescent, Low Voltage-_- 9-inch diameter, round or square, single or double lens, lamps included. Ordering Information Example: M9410 A MH 70 277 SP � I STATE FARM MUTUAL AUTOMOB/L _ INSURANCE CORPORAT/ON Series Lamp Voltage Entry �= NOTE: CG-12A HDCP RAMPS P.LN. 75-A-2E ` M9410 ' lens, round MH 35 120. 208, 240. 125 1/2' \ MAY BE REQUIRED AT THE ENTRANCE SECTION I LOT 1 M9420 2 lens, round MH 70 277, 347 = AS DIRECTED BY THE VDOT INSPECTOR. QB 841, Pg. M9430 !lens, square INC 75 Restrictions 12B li14 t' ��S to M9440 2 lens, square MR 16 may apply ZONED.• 9-2 PAR 36 348 3/d. % t DOOr PLT 3T Accessories EX, USE.' VACANT 1 Distribution _ 8" SANITARY SEW ` t - ER M91400 HIDA' B SP. FL. MFL IHL. GS, RG �I I ASY' 736 ';ENO..�A1alummum: B = oronre SP =spot FL . flood: M C��nedlUTn`flood, ASY= asymmetric: I = r a, ? bnoneycomb Guv,dr-Gi-. R are shield: RG • rock guard. L� i _� PROSp Ex. SAN. SEW. MH-- Inv. Out=734 ER11Y TOP=739.6 Ex. ES 2 DRIVC INV=730.5 I l (60' SPEEDLIMIT _ 25 Rmob0 M W, EX. GAS do I PEDESTAL W / 7.36 ---__ - - - - 1 EX. SAN. SEW. MH COP TOP=737.9 INV=729.2 BOX v & n Tee T.B. ONTRACTOR LED By _ I� P ` PARK - ----- r- ) O v:5 V QZ Z J Z_ J C V O 0 w Z Z J '01 Y 0 Q Z_ CX_ 3 Q 0 I NG 13 r rap \ dLight (TyP\��a Prop. SE ¢8ft 6E-�/1-8 W -FH ASSY• �3-8' ALVES RANSITION UPC; x i ! j H i x 111ii- Q _ \ B -21 WM`'_736 ° x. 8' AIM Stub Q (� 6 "e P t " WAT �- ` \ Ex. ES-2^ W Q SDR_PVC' I (SECTION I ER lTRf HEX. STOP �(, V i•- e` ?1 ,WM ' 8"0 PVC s. SaN Z .-tn�35.70 SIGN L34.91ft W q W 1 43 _ r e R25.00ft N o c �. W I I Box & Q LL. J CG- 2 _.. _ SIAMESE 35' B.R.L. L.L O C> U 1 -, CONNECTION / Q op• Yor Q CONC. LANDING �/ =Q �' Ex. Pole ht (Ty Q O & STEPS I SIGN I' N W W (See Arch. Plans) z Y Q W P� ED By OWN � o W K RNSTOWN BUSINESS K \ �k N Q N Ce- 1 ER a SECTION I LOT 16 \ I >. � W UGE o Sla-on-Grode N 2.00 ACRESii V w BED W l C P, Pro Y F.F = �$ OO Z W N -INDICATES LEADER BOOT I `� CIC W 1 1 ~� Light TYP.) Q' nun�•�29.5x J7 W---D.OWNSPOUTS U V W d- 2 2 e ........ ir �` �� I \ X I 0o LLl -I O I w w X I d 4 O I O '.'.'.a. W co ? N Slob-on-GricIlde .' °P• Prop IF.H. "1 ' . ' . ' -O ' . ' . -748 i� r \' ` �O �' 0 Q 1 ht' (Ty W 6 GV & B M-v2\. = �- Z4 ' Ir h 00 L. - _ T B _ " C4 d' (r r' ✓ t EX. SAN. SEW. MH II \"/ O kN Z TOP=742,1 co 0� F, - _ U E 2 T. { INV=728.7 N t` to �-E7 �� 1 OLRANT E 7• CONC. .F.-748. III ' I I r 5 +� N I / ¢ A. P ALK T. - --- __ I N a .F =75_ See Electrical Site Dwg. _ CEORGE & JOHN M/LEER lti 1 F r Electrical Detoils Y t'a N N =35.0 2 �" `45.'� A Q _`� P./.N. 75-A-11C � � Lo ❑ (SI nd• rid Layout m r p LO GN : IU 0 S f J' P DRAIN To W 1 3 D.B. 604, Pg. 273 ^ Q Q. Tech. Rm. See I.gi f"'� DAYLIGHT it NII II j� ZONED.- B-J u O a � � • -� I � I � °t USE.• AUTOMOB/LE � o Ln owE oWE is e VALLEY FARM CREDIT OFFICE COMPLEX I ANT o a) CP _ UGE ? Sj�IYifh BSMT. 6"0 PVC 1n �i N m cn o up. `RA p HCHT✓- l s= N s UG f ht(r I 4 Cl- lab -on -Grade AR,A.• 16,115 Sq. F1. 1 I I u o o .� a7 x 6 a o F.F ,U0.,F D.B. 504 Pg. 358 INV= 0 + - 73'-4"0 SAN. SEW. 728.5 +/- TAP TO BE MADE No F.F.=748.� C.O. LATERAL PVC, Sch. 40 ® 2.08% BY F.C,S.A. C Cn U HH T.=35A .� ZONED. B-2 7 t I DEPRESSED SLAB AREA CURRENT USE. VACANT 9 '- / �Oz� - :Yi'" F.F.=748.00 I r a r- 0 T e9etat;o,r / I o �a� CONIC. LANDING �.��3J.� B.�=7, I� �OB.R & STEPS OP.BSUSE.• S� m � x W (� � ROOF DRAIN ,, J a-r (See Arch. Plan ..-- _ s-, W I a C LINES (TYP) '' s- ( `� g j UGf l I. ® e.08% 0 1, Slob -on -Grade CH OF y, M � � � o I r� � N _ C u • :V I o, 0 PVC • 0.50 " 0.50� I; h I� CONC. LANDING;Vi N & STEPS ' (6TIMOTHY G. PAINTER 9 y CG-6 yam. • See Arch. Plans I No. 18260 oG-6 L1.i --i ®-o. q 0. 1 INDICA ES LEA OT / l KIN�_SET�ACK FO SPOHTS '' WIt I �sS10NAI - -0"0. _ Ex, Pole l I Ex, Single Phase _ SURVEY: C.I.: 7 a, to OHE Lines ' -- - _- --- -s-- - UGCA.TJ Ex. Telephone , 405.20ft UG - IJ Pedestal FURSTENAU 2 PROP, x. Single Phase ole Ex. Single Phase P.P. �. OHE Lines Ex. Pole+cam OHE9Lines SURVEYING JAMES M 11ORTON ��`'� ``�. �'., •✓ '�-f I DRAWN: JOB NO.: P. /. N. 75-A-2 P TGP 9903009 D.B. 504, Pg. J58 ZONED.• 9-2 SCALE: DATE: US - NURSERY 20 0 20 60 1 "=20.0' 05-10-99 SHEET: Scale 1" = 20 ft 5/6 e SECTION "A" STORM SEWER PROFILE A B SCALES: (H) 1" =50.0' (V) 1" = 5.0' C D E 750 -- - ----- 750 _ PROPOSED GRADE 745 745 ___.__� 740[ -- III - --- 740 -- - EY S-ttN - - F -- - -' ---� - - -- PROP. RCP Cl 7.1 III '-15"o 0: 0.2624% --� -- - ----- -- - - 735 w � cPRPP® o. 5� � Q 735 PROP. 4.0.00'-8' C M P 1.0% 730 - -- ---- - -- 730 W 720 ___--_-- o -- --- ----- - - - J ___720 m I -- a --- -- a =Eq 80 -- 4 p O ----- a N O _ �i - 'tt a 9 - �-t N O ---- tr, a to --- � e- - _ o t75 -- � _ to � ._ to -� 1i C O O + 1� O O O > Z + O O II rn r- II D zO >> Z Z O + Ln N cD II F- r� c6 r� n I I I I II D O Z0 >> Z Z + in N 00 t o n II tl zO F Z r7 I_ I I I I r- >> Z +I-- O � O r- 1n I I �O III > Z 10+00 11 +00 12+00 NOTE: USE LARGE BASES FOR 42"0 PIPE SECTIONS SECTION WATER MAIN PROFILE SCALES: (H) 1" =50.0' (V) 1' = 5.0' 7501 750 - PROPOS D RADE 745 ----------- ------------- ------- - - - - ----- 745 000 -~ EXISTING GRADE - COMPACTE -- 740 __ 36" -MIN. -- _ FILL -- -- CO_M TED~ _ 740 COVER - -�� - ----- --- FILL 735 ----------- _ __-_____ ____._- STM• -$'"-� £{� _ _PROP. 670 SDR-21 PVC WM -- -- -------- -,--- 735 SEW. - - --- --- - _ 730 ------- VLLL ----- m _ m -�---'--' - } - --------- LU (A m 1-__I tn - � 1---A� V) -- -- Ifj w` W CO IF CO LA_ X a a a II O O O O + (X 00 > U a r p cD I a II O O r- rn + II C)O O Q6 o + II O f� T + 10+ 00 11 + 00 12+ 00 STORM SEWER PROFILE SCALES: (H) 1" (V) 1 " B F =50.0' = 5.0' 750 - - - ----750 PROPOSED GRADE-1-- 745 .__.._.-____ _ _ 4 EXISTING GRADE -- - -_ I I I - 740 01 740 735 ------- - - ---_-__ 735 Q_ 730 -- - - -- - 725 ------ __-_ ___ 5 720 720 -- -- J - __ _______ a a II o + rl- O 1r) � nr, II II II ~ II z o a>> l Ozz + O r� � II �~ II a> OZ 10+ 00 11 + 00 SDR 35 spigot SDR 35 8"x 4" gaskeled bell wye SDR 35 spigot by SDR 21 gaskeled ben adapter locator peg { 3 minkrlt3m I SDR 21 g8skel4ed I pipe and IMir" properly line 4- pipe at 2 00% rrlklknum grade SCH 40 et7fvers weld CW r.�wv e: wwn by e" Poll 1Nd Orlin GRAVITY SEWER SERVICE LATERAL Figure is concrete pod V-6" sq. x 6" deep - screw type adjustable vahre box Lie lll!ICriy4t<af41 r - block - S"x 0"x 16" solid block (for valves 12" and Winger) GATE VALVE FIV" 8 ENTRANCE CULVERT SCALES: (H) 1" (V) 1" =50.0' = 5.0' 750 745 4 GRADE PROPOSED GRADE - ------------ ------ - -____ - EXISTING __----__ 740 740 - PROP. .00'-__1-0 6r_I0I RCPC_III 0 5. 3% 735 730 730 725_____ . .77325 720 Cn 7250 LLJ QII LL OO O�O z OOp�II + z 10+00 11+00__ -4F r WodNo w . Dow -On a geae •smoloweaux 0.4m , o..... asw .�... tr•eNp TFF tNYE Crti PLr In Neu e1 woos 4amNig Oe Now OW 6. wreNraea wah "•careen It�a �IlNaan ax /s*ewe e eta erw below o mrf - ) wmiwmic 4' . 1f aeA Y 1P awN carer a>♦e NO Erse Oahe Senate mtesaa•ee ad The bouneg 4eaen.raw tD' . to *sae_ r tt!'llw>Q tea ataaeet uteaaear eta awes rwwwr r ehowri **e Ytam sr � A, i C rawonaa CONCRIM DOMMMONS FOR HORIZONTAL THRUST BLOCKS P4* 0♦ok. pklpa, Alyea • Towns I 11 114• end 22 17T Bmeu 46• OW eR Mlee - A 6 C A B C A C IS ro• or-r ra ow 0 41' e-. r r s i it _ 114' S I,-T C4• 1'4• D'4P 0'-0' 0'-W 1-4' 0'4• 7S 10' IlAr a-0' . 7J' ' 1'_r o'C' 1'J• /'4• C4' 74r ! 17' 114' V-r 74r I /'S i-e' 1'd 74 11d Tr 14• 70' 1'47 Y& 1 I%r 1'-0' 1'd 74r i 1'4r' 4'4r le' 73' 1'4T 3d 1'd t'C 2--rd t 1'•P '". te" 743" 1'J' 3'-C' 1'd 1'y 7& 34r V-7 4'4' 2D' 7-W 1 1'd 1 4'-( 1'4' I1'E' 2'4' YEA7ICA_ BFNDS Berns e.osrC THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS w. n r.. ae.r 4ftrp wi .a6eNeee n mrgen scut lyden ROL say NC, FAME LkIlEakilua IS l LM 1 x- FTTTING'1 VXUTAE CIF THRUST BLOCK IN CU YE) SIZE II•tr4 22-ilr 45• elf 1.3 it 1.1 2,3 lCr - - 1.8 3.7 12' 1.2 2A 6.6 14' 0.6 1.7 3.0 7.6 16' OA 2.3 6.1 te' 1.4 3.2 6.3 - 20 2 2 4.6 7.8 CONCRETE THRUST BLOCKING fie 2 Ford FC HH 77 HC- 156 r custom setter (meter by FCSA) cost in place access door, standard centered in top [41 at top for (see note 1) ' diameter varies 2• max. manhole at property line �-•1 finished (see note 2) 1 grade roadway box .£ E 2' type V copper tubing (no joints N from main to curb stop) I - "saddle with corporation stop water main boll valve cure stop with FIP ends, with 2' gote valve operating nut 3' riser section for 4' diomete• manhole with cutouts solid support blocks under custom setter 6- stone beddinc I I NOTES '? 1 Access door shot' be by Holliday Products s* or our approved equal, Ig a) in non -traffic arec - model no SIR3030 b) in traffic area - model no. H1R2424 2 Water service crossing street sholl be encased in 6" dill SCH40 PVC or SDR21 piping The CUTOUT DETAIL piping shoo run from one foot beyond sidewalk. typical across the street. to one foot beyond sidewalk. 1 112" and 2" METER INSTALLATION Figure 6 AMENDMENT NO, 2 - APRIL 1997 concrete thrust bock WATER MAIN PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5,0' 750------- - -- _ 750 -- -- - - __-- _- - ---_-_ 745 -PROPOSED GRADE -_--- 745 -- EXISTING GRADE -�` - - - -- 740 i 735 V COVER PROP. 6"0 PVC 735 _ ----.--___-.- -- _-- _ _ __-- ------ -- --PROP. 8"0 PVC - -------- - - 730 SD -21 WM - __ ___ ___ 730 - _ _____ __ 725 ___W -__ _ __ ___.______- -_-_ - . ---- 725 720 - U J 720 W z m z �^ Cn m Be X X C6 Q N X ~ �y I ~ X I CO r- L1_ ,- CO cD c0 a - _ __- � x a s a X -a 0 s --- C - � ----- II O o- O C) + 4cod > II U O O 00 d + II o 1n r� + II O O_ lf� + > U c0 N II O o + II O O tf') + 10+00 11 +00 12+00 O 6' dla. schedule 40 r stow pipe Sod weh concrete aid pooled y�M, I T 1' Ir cortcn6. .; 4.----�• dtreetion of netting to be opplwed prior to YWaMlion concrete pad 1'-6' sq. x 6' deep FIRE HYDRANT ASSEMBLY Figure 9 bodes peg rnec list fical dirt 1e ii-et tee wMh 6" branch f L THREE PIECE TEE FITTINGS SIZE DD DAL A 6 C 4 4.6 13.3 13.3 6.6 6.6 6 6.8 17.6 17.6 8.6 9.8 8 9.2 23.0 23.0 11.5 11.5 10 11.8 26.7 26.7 13.3 13.3 12 14.1 51.0 32.0 16.0 16.0 15 17.6 61.2 38.3 19,1 192 18 21 . 4 76 A 46.0 24 , 0 24 . 0 24 28.3 101.7 62.2 31 1 31 1 30 35.3 1 t 08. 3 69.6 34 8 34.6 36 41.3 90.0 0o.0 1 40.0 40.0 42 47,9 85.0 85.0 42.5 12.5 46 54.1 1 07.0 87.0 43.5 43.5 FITTING INFORMATION Z 0 U W 0 v w J O Q_ Q F_ Q o� w z ~' w J J W U 0N z M Q 0 U X Q Z _N U w W � U Z La- weaX = Q C7 � o Y N ( W U CL LAJ N O V C W U� LiJ O Q m a 12' THR111A,r•, 30' Hancor, Inc. 01aurage Handbook Speuhcations • 1.7 NANCOR Hi-Q°' PIPE SPECIFICATIONS 6a.r. Q ilia eeeciacauon deuribea 4.10 I/rrrch Nonca Hr0 pope Ica we in gravity flow dlanope apWruuons a,�J r11fMM4 `� r Hi 0 0 plifie pipe ahem have a smooth manor and conuparad arm nor four through 10 uoch Its u owe orull meal Ora rogwrem*nts of AASH TO M252 type S. and 12 Nr oupn 36 nch shah meet the tayour eoonts of AASH 10 M2114 type S forty two w,J 48 nch di&iretars shoo have mwurtnrfs pipe sumacs of 20 and 17 pm, raspacsvoy. at 5% l alNcuon and A&M most &a other regmrsments of AASHTO O M294 Morawp a'n'value for use in design shall not exceed 0010 JOIN rerb!/mace LUM Pipe sham be luaned wnh cuupluig beads or *Alai nal snap coupisis covering of best two lull corn uparions on each and of the pope S Andard Iron yaskelaJ) conneetiuns shall meet the Soil tightilest reyWramartl& of pre AASHIH Slafldwil Specification fur Highway p N 0) (n (0r, N r Ln N In NN (%) 0 ID 0 0 L_ 0 I a) a� m n C 0 L -C a .. X 0 .0 0 03 ) N O 0 idges. Secular, 26, paragraph 26 4 2 41si. Sal light Igasketedl corrections &hall ncwpor aro a closed cell syuthauc expanded rubbere�1yTN OF gasket meeting the iomwraments of ASTM D 1066 Goods 2A2. Gaskets shelf be umaoed on the connection by the pipe manulocwtar. yJ Filllinngs shall conform to AASHTO M252 of AASHIO M294 Fabricated owngs shall be welded on the uNenor and udenor at all Functions �J/// IAnri11N 1ed Properties r U n111 � . PAINTER 9 Pope and bang matelot trod be high donsny polyethylene meaung the lapuuaments of ASTM U3350 GeV Classification 3244211C; or NO. 18260 ASTM B1249 Type III, Class C. Category 4, blade P33 lee4aaaaisa �.po lnauoouou snail be in accordance with ASTM 02321 with the exception 00 wAn cove( in trafficked areas snag be one too. I 't' G �SSIONAL 4 _nicm� _ I SURVEY: C.I.: FURSTENAU N/A SURVEYING NN�MNI DISOWNlip.) fluids DWNW lift 4 6 6 to 12 15 N 24 - 30 N 42 46 wu&iee niwr lim 1 46 7.0 61 ITO 14.2 177 215 20.4 NO 42D 48.0 64.0 NOW 06 0.7 1.0 1.5 20_ 21 30 40 40 So 5.0 50 Itb/xl 04 10 1.1 2.0 33 42 63 1L1 111 175 22.0 260 Coifrgaudn DniOn _ _ Aarla Awdr Awdu Agey Awer Aweer Aerb a muW Anent f4wA iebf 4e1ral Pafaations All diameeee available wilt or witiwl perferadwit DRAWN: JOB NO.: TGP 9903009 SCALE: DATE: AS SHOWN 05-10-99 SHEET. 6/6 0 VALLEY FARM CREDIT OFFICE COMPLEX KERNSTOWN BUSINESS PARK LANDSCAPING: PROJECT: VALLEY FARM CREDIT PROPOSED OFFICE COMPLEX PARKING AREAS: 1 Tree Per 40' Perimeter SECTION I, LOT 16 (389' Perimeter/40' = 9.73 Trees -> 10 Trees KERNSTOWN BUSINESS PARK Perimeter Screen Along R-O-W & Adjacent Properties FREDERICK COUNTY, VIRGINIA (Topographic differential shall serve as Perimeter Screen) OWNER/ VALLEY FARM CREDIT 5% Interior Landscaping Islands DEVELOPER: 210 FRONT ROYAL PIKE Proposed Parking Area: 21,755 Sq. Ft. P. O. BOX 2700 = s x 51 Sq. Ft.) WINCHESTER, VIRGINIA 22604 Parking Tree 1 Tree Per 10 Paarking Spaces (540) 662-3473 (49 Spaces/10 = 4.9 Trees -> 5 Trees) Contact: MR. BOB CARPENTER PROVIDED: PERIMETER: 24 MAGNIFICA HACKBERRY TREES ARCHITECT: READER & SWARTZ ARCHITECTS, P.C. 15 E. BOSCAWEN STREET INTERIOR WINCHESTER, VIRGINIA 22601 ISLANDS: 2,151 Sq. Ft. (540) 665-0212 Contact: MR. CHUCK SWARTZ INTERIOR TREES: 16 MAGNIFICA HACKBERRY TREES APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 ZONING NOTES: WINCHESTER, VIRGINIA 22601 1. EXTERIOR LIGHTING SHALL BE PROVIDED IN THE PARKING AREA AS INDICATED (540) 662-5792 ON THE LANDSCAPING PLAN. ALL LIGHTS SHALL BE GROUND LEVEL YARD LIGHTS Contact: TIMOTHY G. PAINTER, P.E. ILLUMINATING THE INTERIOR PARKING LOT TREES. ALL LIGHTS SHALL BE PARCEL INFORMATION: DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. PIN: 75-((A))-2G 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. SITS -AREA: 2.00 Acres 3. NO OUTDOOR TRASH COLLECTOR IS PLANNED FOR THIS SITE. ZONING: BUSINESS and INDUSTRIAL ZONING DISTRICT - 1B-2-GENERAL BUSINESS ZONING' DISTRTCT -� ^ ^ - A_ KO. ERUR0NMEN..TAL,.EFJlTURE EXISTS, QN, THIS SITE AND THEREFORE NONE W7LL„ BE DISTURBED. PROPOSED U USE: OFFICE COMPLEX CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (BUILDINGS & DRIVE AREAS < 1.700 Ac.) FLOOR AREA/LOT AREA RATIO: (F.A.R.) </= 1.0 SETBACKS: CORNER LOT: FRONT: 50 Ft. (PRIMARY OR ARTERIAL HIGHWAY) FRONT: 35 Ft. (COLLECTOR OR MINOR STREETS) REAR: 0 Ft. SIDE: 0 Ft. PARKING:5 Ft. BUILDING HEIGHT: 35 Ft. Maximum Permitted Height F.A.R.: 1.0 PARKING: OFFICE AREA: 1 SPACE PER 250 Sq. Ft. PARKING REQUIRED: OFFICE AREA: 12,315 Sq. Ft./250 = 49.3 -> 49 SPACES BASEMENT AREA: (HVAC & FILES) 3,800 Sq. Ft. -> 0 SPACES TOTAL SPACES REQUIRED: -> 49 SPACES HDCP SPACES: 2 SPACES - VAN ACCESSIBLE SIGN REQUIREMENTS: SETBACKS: 10 Ft. from Property Lines HEIGHT: 35 Ft. Max. AREA: 100 Sq. Ft. Max. LANDSCAPING AND SCREENING: B-2 DISTRICTS: NO BUFFERS REQUIRED LANDSCAPING FOR PARKING LOT REQUIREMENTS PROPOSED DEVELOPMENT: OFFICE MPS!}i�iFii^"e® 2 - BUILDING AREAS: 12,315 Sq. Ft. OFFICE AREA 3,800 Sq. Ft. BASEMENT (HVAC & FILE AREA) - 1 STORY AREAS, HGT.: 17'-6" to 32'-0" - 2 STORY AREA, HGT.: 35'-0" FRONTAGE: CORNER LOT 541.91 Ft. SETBACKS: CORNER LOT: FRONT: 89.40 Ft. (PRIMARY OR ARTERIAL HIGHWAY) FRONT: 36.19 Ft. (COLLECTOR OR MINOR STREETS) REAR: 201.07 Ft. SIDE: 16.00 Ft. PARKING:5 Ft. Min. PARKING: 49 SPACES (2 HDCP VAN ACCESSIBLE SPACES) SIGN: SETBACK: 10.0 Ft. HEIGHT: 8.5 Ft. AREA: 30.0 Sq. Ft. LOT COVERAGE: BUILDING FOOTPRINT: 7,400 Sq. Ft. (0.1699 Acres) PARKING/DRIVES: 21,755 Sq. Ft. (0.4994 Acres) WALKS: 1,464 Sq. Ft. (0.0336 Acres) TOTAL AREA: 30,619 Sq. Ft. (0.7029 Acres) F.A.R.: (16,115)/(2.00 x 43,560) = 0.185 OPEN SPACE: 56,501 Sq. Ft. (64.9%) (1.2971 Acres) -Open Space is considered to be all lawn and slope areas within the property boundaries. VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7• CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02, FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. VALLEY FARM CREDIT PROPOSEDN WCOE CmmuyPLEX QECTION I. LOT 16 BACK CREEK MA STER AL DISTRICT FREDER G'Alz -COUNTY, VIRGINIA INDIEX TO CITY/COUNTY LOCATION STATE FARM MUTUAL AUTOMOBILE PIN 75-A-2E INSURANCE CORPORAT/ON SECTION, LOT 1 D.9 941, Pg. IJ41 ZONED.• B-2 USE. VACANT R�SPE- DRIVE _ -�� i60 R. T. & T. PARTNERSHIP SECT/ON /, i'_UTURE L 07 P.I.N. 75-A-20 D.B. 662, Pg. 649 ZONED.• 9-2 USE.- VACANT 48ft E � VALLEY FAR _ C OFFICE COMPLEX 2 STORY with BSMT. AREA: 12,, 000 Sq. F. 0 B. 504,, Pg. 359 h, �r Z �' - ZONED.• 9-2 CURRENT US - VACANT - PROPOSED USE. OFFICE - -. -z PROP. BSMT. USE. -- __ STORAGE 0NL Y r i UWLJ 405.20ft N5322'4 JAMS M. HORTON P.I.N 75-A-2 D. B. 504, Pg. .358 ZONED.• 9-2 USE.• NURSERY •iG P IN ER -LE IS, P.L.C. 302 SOUTH FOW10-11AD DOCK ST' EET. SUITE 200 INCHESTER. IRGINI • 22601 (540) 662-5 92 VICINITY MAP 1 " = 1000' L34.91ft � R25.00ft O I O DD 11-1 L1J I Y co CEORG£ & ✓OHN M/LL£R LIJ PIN 75-A-11C J D.9 604, Pq 273 ZONED,• 9-.3 USE.• AUTOM09/L£ I D£ALERSN/P co cy Li F- CC v� ABBREVIATIONS ASSY, ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE - CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA- CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT 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 PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB 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 WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). � jNLTIf p ' WWTH,Y G. PAINTER a No.18260 "w 9%pNAL�� VALLEY FARM CREDIT PROPOSED OFFICE COMPLEX LIST OF DRAWINGS SHT. 1/6: COVER SHEET & GENERAL . NOTES SHT. 2/6: CONSTRUCTION NOTES and DETAILS SHT. 3/6: LAYOUT PLAN SHT. 4/6: SITE PLAN and EROSION & SEDIMENT CONTROL PLAN SHT. 5/6: LANDSCAPE PLAN and PARKING LIGHT LAYOUT PLAN SHT. 6/6: MISCELLANEOUS PROFILES and UTILITY DETAILS APPROVED I.NAL SITE PLAN j��ROVEQ -7/z/ Lq DATFE -�� SHEET: 1/6 rll r k I ^ nnn 7nnn SILL NU.: u�VJVVz7 GENERAL NOTES: STORM WATER MANAGEMENT: 1. ALL WORK AND MATERIALS SHALL, CONFORM TO THE CURRENT STANDARDS OF THE 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER w COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND SYSTEM AND UNDERGROUND DETENTION FACILITY, AS DETAILED ON THE PLANS. THE STONE LE C hit +T ' ' � > m THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. ON -SITE STORM WATER MANAGEMENT FACILITY HAS BEEN DESIGNED USING HANCOR Hi-Q S l ONL'i l� �JN�S 1 �� UL I 1 UN f� N7 I�AN(1: o TURNING LANE TYPICAL OUTLET PROTECTION DETAILS SURE-LOK 10.8 PIPE AND FITTINGS. THE MANUFACTURER SHALL BE CONTACTED TO 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND VERIFY THE DESIGN AND PRICE THE PROPOSED FACILITY AND TO (RECEIVE THE SECTION AT ENTRANCE Z N.T.S. MANUFACTURER'S SPECIFICATIONS FOR THE INSTALLATION OF THE FACILITY. 70' N1 SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, NTING PAVER II _.------------__.------------- PA VE Ii VIRGINIA, WHERE APPLICABLE. w N.T S. J A � W 2. THE SUPPLIER OF THE SYSTEM IS HANCOR. THE CONTACT PERSON IS MR. ANDREW M. 1 Z „ „ CARY, P.E., SALES ENGINEER. THE TELEPHONE NUMBER IS 1-410-529-3815. Q O 3 ~ 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY MISS UTILITY AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) FILTER uulN MIN A MOUNTABLE RERn d STORM SEWER Of w DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 3. THE PROPOSED FACILITY HAS BEEN DESIGNED TO CONTROL THE 2 YR. AND 10 YR. gPTIONAt> I 0 STORM EVENTS FOR THE POST -DEVELOPED CONDITION OF THIS SITE ONLY. THE 100 YR. SIDE ELEVATION Ex. Lane (11'+/-) 15'+ VARIABLE CULVERT o O 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE STORM EVENT WILL TOP THE EXISTING STRUCTURES AND FLOW VIA THE GRASS SWALE __ _.__ STONE U CL BETWEEN THE PROPOSED BUILDING AND PARKING LOT. THE 100 YEAR FLOOD LEVEL IS EXISTING GROUND _ 3: 1 Slo >e 3d APRON 3 b U &_� INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND WELL BELOW THE FIRST FLOOR OF THE FACILITY. SEE THE DRAINAGE CALCULATIONS FOR _ SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE 70' YIN. _ __ --- Max• CLARITY. ______ _______ _ __ __ � CROSS SLOPE = 1 4"; 1' _---_., 2+ � � CONTRACTOR TO VERIFY THE LOCATION OF' ALL EXISTING UTILITIES PRIOR TO I I_ CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD a 10 mill -Ii! I_! I TO THE ENGINEER THE OWNER AND THE 4. ALL, STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE _ VA9NRACK d=DIAMETER 1 Q CONDITIONS SHALL BE REPORTED IMMEDIATELY, '0PT1Q"At' 1.5' SM-2A BIT. CONIC. CG-6 APPROPRIATE UTILITY COMPANY. BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. �" .I`..... J SURFACE COURSE c _ _ _ .. ... ...� _ _ Z 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON STORM WATER MANAGEMENT 10, MIN I �I 1 - '''� II W 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 12' "I"EXISTING 2" IM-1A BIT. CONIC. I�I _I i I_ I I"- I L FACILITY BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS AND STORM SEWER `~ FAVEIENT BASE COURSE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS PIPES, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS-"Ill�lli`--I1)-ilr--Il'-III - NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF SHALL BE PIPED TO THE UNDERGROUND FACILITY AS INDICATED ON THE PLANS. -� H" 21-8 STONE CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. - VmT n POSITIVE DRAINAGE lo, "R+ SUBBASE COURSE ' ENDWALL OR END SECTION PAVING AND CONCRETE: LCOMPACTED SUBGRADE 12"LL COURSE AGGREGATE 8 I ilJ SC DINCNI 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY 1. THE PROPOSED ENTRANCE, TURNING LANE FLARES, AND ON -SITE DRIVE AND PARKING I RAPPING DEVICE _i._ THE OWNER THAT WAS PERFORMED BY FURSTENAU SURVEYING OF WINCHESTER, VIRGINIA. AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. FLOW C • MUST EXTEND LULL WIDTH THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO OF INGRESS AND EGRESS PLAN VIEW SLOPE=0.00�� Q INTERVAL OF ONE (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. OPERATION O - r D O PAVEMENT . 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE 12* MN PAVEMENT DETAILS �I --- --- ----- -- -- --- ----- - - -- � O AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6, CG-6R, �___111 '9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND Sit gEg�� , N.T,S•STONE- STONE PAVEMENT, WHERE APPLICABLE. SPECIFICATIONS OF V.D.O.T. t 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO MISCELLANEOUS: FILTER UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, SECTION A -A HEAVY LIGHT VIRGINIA FIRE MARSHAL. -- 1.5" SM-2A BIT. CONIC. CULVERT STA, L W D STONE d50 MSD CONSTRUCTION NOTES: - - 6 -r -- SURFACE COURSE - 2" SM-2AL BIT. CONCRETE i ENTRANCE 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO 2" IM-1A BIT, CONIC. .•.. SURFACE COURSE 15"0 RCP 10' 12' 18" 1.0 EROSION AND SEDIMENT CONTROL: EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. BASEET 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY COURSE SWM OUT N 8" 21- A .. `-%*'%'%%%*":::: 8" 21- A L 8' 10' 18" 1 0' LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 8' CMP CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROI. STONE BASE _, = STONE BASE I NOTES: HANDBOOK. -_I I I') I I --I 1�- LL- 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR REINFORCED CONCRETE COMPACTED SUBGRADE --+-I I COMPACTED SUBGRADE j Ii I I_ THE CONTRACTOR SHALL INSTALL END SECTIONS OR END WALLS 0 \- DRAM SPACE L-�I I I- __ N THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY SECTION B-B !� i AT THE ENDS OF ALL PIPE SECTIONS, AS INDICATED ON THE PLANS. Z J _ _ ADDITIONAL STONE MAY BE REQUIRED AT UPSTREAM CULVERT END BOUNDARIES AND THE PROSPERITY DRIVE R-O-W. _ _._. __________-___._ -____ NOTE: AS DIRECTED BY ENGINEER. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB o W CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE RETURNS AND IN THE AISLE AREAS. � END OF CONSTRUCTION. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED 4. THE CONTRACTOR SHALI. BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE IN THE PARKING STALL AREAS. OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS C BY THE 0 REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED END OF WORK THAT DAY. - - -- -- - _ cc-1z 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONS I'IZUCI'10N 01" A SIL7' I'!•.'NCL' Toper curb height clown si W o CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY to l a, at port ,o HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL V EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION (WII110U7' NVIIZL SUP PORI) -. -_ --- -'"_ wherecia+al ieegM � -1 N TS N.T.S. F- where applicoDle � Z AUTHORITY. ALL VEGETATIVE COVER SHALI. BE CHECKED REGULARLY AND ANY DAMAGED I. SET THE STAKES. 2 EXCAVATE A 4"X 4' TRENCH - ---- ---- ---- AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. UPSLOPE ALONG THE IJNE OF'-----��'• ro to VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: STAKES s°�waarr eoe oo wo 4. Min va 3' Mn.��o J Z sawarw Vol width �- HANDICAP SIGN SEEDBED PREPARATION: o A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN I' 6MAX.--ce - Q � _ y� 'D � �1 (PLACE BEHIND WALK) ��'ND a 6' Min. PAA11N6 12" x 18" STD. ACHIEVED. i -�-- 6:-0��-=6-0 - ---- - d H B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /1000� % / �/ / -6� $ �' sf) • i� _ III ,�-� TYPICAL. ALTERNATE RADIAL PLAN CURBING ' ( / II EADIAL PLAN FOR USE AT APPLIICABLE STREET SEED TYPE: RATE: MIXTURE � 11 For Carmdcmi Entrance RELIANT HARD FESCUE 130 lb/Ac. 65$ -� / -� -�� I CONNECTIONS AND, COMMERCIAL (Fieovylrud TroffK AnAdpole� 12" x 6" STD, KENTUCKY BLUEGRASS 40 lb/Ac. 20$ l� / . _ A �___ ENTRANCES. PERENNIAL RYEGRASS 30 lb/Ac:. 15$ G�J �_ see Stondord CG-13sheet 2031E AC`E�EE V FLOW SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. / Q X Ip II �, W Z_ 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER 1 B Vol `watF -- o -' - r B •t t^' % `\_ - _ _ ; _ ` ~ CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE S:oewalko, �o e o� STD. U-CHANNEL POST �''^^ 4 DACKF'll.l. AND COMPACT' SrOewak >� v � 0- 0 V RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST 3 STAPLE F'IL'PER MATEKIAI, I Space a Qo ®� {-_� o .o-g;o:o:o.o w TO STAKES AND EXTEND IIIX THE EXCAVATED SOLI. _,� _ o o '�� HDCP SYMBOL (WHITE) AT ALL TIMES. IT INTO THE TRENCH 1 i �' o'o"`''`'� o o'm `'o o'er o��'t d Wo a> -, - T------ o = c� -- -- -- =:" ~�:`'o:o:g:o:oo�oo SOLID BLUE BACKGROUND v~i EXCAVATION AND GRADING: - \ Ld 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED A-E - TANGENT PLAN o _ o, / -Slope 12 1 Mox4mum f- w MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. // W O W ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE AS / - ISOMETRIC 2 . J -, T wne•e St'd CG-3 CG-' �s usetl. 'Li DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH I,II 'j-� I,II y VIEW E w PROP. GROUND Q 1.� . Sidewalk Area--_---_-._._�.--_- 7 -1" rs the mirkmurn GRADING. / ------ -- --- reow.em=Otto �/� I �A (with o' wMout s✓le• strip) NOTES _ ocn.eve TOP 1 s+ooe 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE St d. cG-2 �7-1 - --_-- Curb romp to be pass A-3 Concrete slope ex O FI.OII / o• CG-6- posed ogoregme finish U -8.33% Moo. ,_ --i.. Ramp snoR na e.ceeo o mo.rmum stove a t 2 t CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL 4- o SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95$ _ )1 III -- �_------ F--- Curs •omrps are be Ix bea os mown or the pions o+ er firer aetl by Id the Engirkea the� are to be brooded a �Aerseesons whereve, crones �-.-- 10' �^ 1D' --� 0 RESERVED W Ills - MATERIAL Y V OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE EEO -TECHNICAL occessrbler roRe®wltMn the rlgnt-a-.ay a e hghway fou,ry crosses c curb regordiess a whether sidewalk is exist.ng. proposed or nonexistent. PARKING V I U W SHEET' FLOW INS'I'AL,f.A7'ION SECTION A -A They may, be offsetfrom pedestrion crosswalks Ds Shown on plans o os ENGINEER. (PERSPECTIVE VIEW) Tars dem ma DeblyY diredtea i,o tnc Engineer, but ts. cr rot be iocc ll cow test a stop genes. o W piclic 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR I I precast of cast m place L,rCurb r I"pshit pores, m surtehyarora Drop mots, etc will cow dtect ricer ex Q to, Lorries will be measured c paidmpl to, n the cortroct unrt prices I fa Exposed oggregde sdevralk, canptete-m-place � v STRUCTURES WITHOUT PERMISSION OF THE OWNER. A ! ---1 �wL - r �-Slope 12.1 Mox,mum - CwD/ curb ona guue, Slope transitions odlocert to curb romps oce �nau°ed � W gutte 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF A ttksin �mentin cure/curb and Standard I CL 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF I B I �D\\\ - o.o.o•o. whe^ oncl do s to b Od with to motc Che or eG-7 the curb Ioee on 1 LJ 4 NOTE: VAN Y FLor 1 - - • Star+Oora ,t tc De ad,usteo to mach the mountable curb cor+Fgurotron ACCESSIBLE - -- -------=- ALL CONSTRUCTION SHALL CONFORM TO ADA c~j (e� V' PERMANENT VEGETATIVE COVER. \ _ ... - B 1•eamenM where wsCth a sidewalk o woewoa spoce is less von 7.-4,. ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. Q � � SECTION B-B 11130 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS ® slipAccresistant rose .a onnectd as o continuous elemuncloents co . stable. firm ono ShD ree�aUon pan COnneCti a� aCCess+D�! elemlrXS a 0 tOCil �v Thrill car. O r�9 ENALTY i100- I r-,ns a cxposec oggreqote s+oewatk oe aporooetted. entered or+d used by persons with mobility �maa�•^�ents TOW -AWAY ZONE NEEDED. _ II SANITARY SEWER AND WATER UTILITIES: POINTS A SHOULD BE: HIGHER THAN POINT D j CURB RAMP $°"`RE10" 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE REFERENCE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF DI2AINAGH:WAY INSTAL.( A'I'ION (PERSONS WITH MOBILITY IMPAIRMENTS) THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). (FRONT N_LEVATION) T soz VtRgNu. DEPARTMENT OF TRANSPORTATION 501 C O 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY N F.C.S.A. N 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN TYPICAL TRENCH DETAIL FOR TYPICAL TRENCH DETAIL FOR _ APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT STORM SEWER SYSTEM WATER &SANITARY SEWER MAINS O (N THE TIME OF APPLICATION. N.T.S. N.T.S. � � N � In 4. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND __4.1 - RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED TO THE N I EXISTING SANITARY SEWER MAIN WITH A SADDLE CONNECTION AND INSTALLED AS SILT FENCE DROP INLET I ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. PIPE OUTLET CONDITIONS O.D. + 24" 8T O.D. 8 nnn N INDICATED ON THE SITE PLAN PROTECTION r `�VI' v � � HE 6" DIA. WATER SERVICE AND FIRE MAIN SHALL BE INSTALLED AS SHOWN. A A _ - O 2 X 1' VOOD FRAME � _ I .. .......... ii ... � .... .. , l � •O n 5. T •!II' .... ..;...',-- U'� O^� 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF OROF INLET FINAL BACKFILL , ; • - _ _ VITN GRATE , , , . . . METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE .,.... III Q 0 ii`FINAL BACKFILL Ln ...,•..�....... Ii > LO ALL WATER FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) I - THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE ,9 MAX 3d - CAREFULLY COMPACTED I = . I DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN _ �- _rRANF ' I o do -- - ! SELECT BACKFILL _-_- 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER -i_ 1 I uo ° _„ I CAREFULLY COMPACTED - _ _ 0 C WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE --� PIPE WITH To FLAT - _ 24" n m N THE METER BOX ASSEMBLY INSTALLED CORRECTLY. �-- _ AREA WITH NO DEFINED II= I oo° 000 00 oc"o°oo°oc°o SELECT BACKFILL I I -'===-?-- '\ F_ -C 00000000 oc0000000 i- - u-�� 3 MIN CHANNEL CRUSHED AGGREGATE - ' °°°°°°°°°OOOOO° I i'.;. 12" �-= ,-� PLAN VIEW c00000000 oc000000 I, d t/ o000o a0000000o 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT 0000°000 00000c000 -= 6" C _� x CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF II II I1 000°000' 000a000000 THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. I I I I �'\ EXCESS _ I d -_ I o0 0 00000 - AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. O.D. - O.D. Al CORNERS �i I OOCOD U0000 III-- I- N I I o 00 0 0 00 0 0°0° �-•ti �-. STONE AGGREGATE 0 -- -_ 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE Dz - _� CRUSHED AGGREGATE -000 oc Q 0l,a 000 o° o0000 6" MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND I Coll, 0 0 °o°o 000 00000o I I I'.l_ + PERSPECTIVE vlEws d �1�f!I-1 i- iIIT(I? ,1f►.�!!- PAY THE COST OF THIS WORK. V 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE i SECTION A -A FILTER ctorJ+ KEY IN 6'-9 RECOMMENDED FOR ENTIRE PERIMETER STAKE DRILLING THE MANHOLE. 10. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED ON A O.D. O.D. LTH OF D! ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY SHALL ARRIc �t 1 NOTE: MEET ASSE STANDARD No. 1015 OR No. 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A I A 3da(M[N) 4" IN NORMAL EARTH FOUNDATION BUILDING A REMOTE READOUT IS REQUIRED.. �IIJ III ------------ -- 12" IN ROCK OR SOFT FOUNDATION r I' MIN d ' 11. THE PROPOSED FIRE HYDRANT EXTENSION ALONG THE ENTRANCE SHALL BE INSTALLED �w' IINI o A- _ , ; TI G. PAINTER AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR "'►�I ' A' �- UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. �,°A_ PIPE OUTLET To WELL, 1HZ6O i DEFINED CHANNEL � •4 ( w� HAS BEEN CONTACTED. ELEVATION OF STAKE AND PLAN VIEW I OA �,1S)' 12. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED FABRIC ORIENTATION DETAIL A - SIDEWALK DETAIL CONCRETE DITCH DETAIL AND REMA * IN SERVICE AT ALL TIMES. l' G �SIONAL i -1 N.T.S. N.T.S. SURVEY: C. I.: SPECIFIC APPLICATION EXP. JNT, MATERIAL 6 26" -�{ d OR AS SHOWN ON PLANS) NEENAH R-4991-HX SOLID TOP 24" I METAL PLATES SHALL BE FURSTENAU 2' j THIS METHOD OF INLET PROTECTION IS APPLICABLE, WHERE THE - PERMA-GRIP SURFACE BOLTED TO CONCRETE BASE. SURVEYING SECTION A -A r- - � Slope: 1 /4": 1'-0" INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER CLOTH KEY IN 6`-Sr. RECOMMENDED FOR ENTIRE PERIMETER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 CT S.) ART. TYPICAL THE METHOD SHALL NOT NOTES I APRON LINING DAY BY, RIPRAP GROUTED RIPRAP GABION METAL FRAME & ANCHORS ' _T DRAWN: JOB NO.: APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS BASKET OR CONCRETE • J O v e tD s 2 Le IS THE LENGTH OF THE RIPRAP APRON AS CALCUTATEI' TGP 9903009 IN STREET OR HIGHWAY MEDIANS U' 0 r G q.11 C 1Q O, N USING PIATCS 3 IB-3 AND 3 I6-4 a •• I --- ' 1 --I 6" CONCRETE TRENCH 3 d - 1 5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES SCALE: DATE: 4" CRUSHED STONE 4" TYPE "A" CONC. 36" 1 "=20.0' 05-10-99 (3000 PSI) 6x6xW1.4xW1.4 WWF NOTE: (1.5" Min. CLEAR) 1. THE NEENAH GRATE IS OPTIONAL AT THE DIRECTION OF THE OWNER SHEET: IT SHALL BE INSTALLED IF DEEMED NECESSARY FOR SAFETY PURPOSES. / R. T. & T. PARTNERSH/P SECTION I, FUTURE LOT P.I.N. 75-A-20 D. B. 662 Pg. 648 ZONED.• 9-2 USE.- VACANT EX. SAN. SEW. MH TOP=735.60 it INV OUT=730.00 STORM SEWER STRUCTURES O Prop, DI-48, L=6' TOP = 745.00 42"0 Inv. Out=738.00 O Prop. DI-3B, L=6' TOP = 745.00 15"0 Inv. Out=741.00 O Prop. DI-1 I TOP = 745.65 15"0 Inv. In=740.85 42"0 Inv. Out=738.60 © Prop. DI-1 TOP = 746.25 42"0 Inv. In=738.25 42"0 Inv. Out=738.25 © Prop. DI-1 TOP = 743.00 42"0 Inv. In=737.50 1 8"0 Inv. Out=737.50 I .� .- STATE FARM MUTUAL AUI-OMOB/LE AO Prop. EW-1, End Wall �N /NSURANCE C0910019A7101V (Modified for 8"0 Pipe) _ Inv. Out=737.10 �; I NOTE: CG-12A HDCP RAMPS P./.N. 75-A-2E \ MAY BE REQUIRED AT THE ENTRANCE ) SECTION /, LOT 1 NOTE: USE LARGE BASES ^o AS DIRECTED BY THE VDOT INSPECTOR.. D.B. 841, Pg. 1,741 FOR 42"0 PIPE ZONED.- 9-2 SEE USE. VACANT ROO DRAINAL NE LAYOUT PE PLAN R SgNR,gRY SEWER � PR R _ EX. SAN. SEW. MH Inv. Out=734 0 O�PE" ''� R _� TOP=739.6 Ex. ES 2 DR'V� '~ - INV=730.5 65.75 SPEED LIMIT = 25 MPH � R ��- � SIGHT DISTANCE _ H _ 0 =_ _ -- EX. Epp ao ---�__ _ EX. GAS - -- _ 2S0' PEDESTAL ri --_._ TO CUL-DE-SAC SIGHT - -AN - TO _ , IST 258 CE 258 RTE. 11 c I EX. SAN. SEW. MH EX. EOP 60.50. TOP=737.9 I -- p_ - i l INV=729.2 VVm 17 15 „� 60'_ 15 "o RCP 8 'x8 „x8 . � ES G.V•� &WMCut-in Tee 25'R Box W DRgIpe `To A��2s!4 INSTALLED BYNgGEESMTT.B. RCTR)25'R 5A7834.0p, Pro S(" ° , T �W �I l I 52.39' CG-6 - 1936'.(5 W x 6 p G _ _ 1-F" ASSY. �� 3-8" VALVES i I12'R i7RANSITION x g 5'T) P EX-- <IG _ 12R ro (2)76Ben T.B. �� O� COI 5'R I � � o Si 35.6 4' I w Q. EM o ; - 21 yt,M - uI U 6„o Pv 112„ WATER �� Ex. ES-2�1y -- - R PVC N� N 0 tm a) SECT G/V , 21 WM TER �RfL-- EX. ST 21 yyM N v "8) T B SI N h+c735 70 SIGN o © C o o Q0, 2' x6.. Tee v \ Box & L 10, 6 5' SIAMESE 35' 8-R.L. i 4 4 CONNECTION I W 4' 8. CO�NC. LANDING & STEPS < 3 i0 5Q (See Arch. Plans) o Y N =� jU Q `- c~n r a a Slab -on -Grade w w F.F 7480�� ., Z w v 3 CrW M �� I Q 3 �* CVN is .=29.5 J a w 25.00' W o W N I o _z v I 18.00' t Z o o O 3: 3 0 c I� V Zo O > O N N U > N H Q 3 w I a aQ I a. o 3 ( 1 7.50' 6.00' - CIS F 1 8 o Slab_ on -Grade rap r- -R7 KERNSTOWN BUSINESS PARK co I " r F-F, o SECTION I, LOT 16 ro Gv & B , 3 ,7,� THGHT.� 26.0 ' 9.2.00 ACRES in,In I SrR 17, 3 T.B. (2) 6" 45' EX. SAN. SEW. MH (, 5 R ' �' 1 . . --{ 0 93' TOP=742.1 (I)Ex. Pole V -R25.00f1 T.B. INV=728.7 I 7' CONC. v .F.=748.!]0 I rn T WALK HDC U U, ' ' --{ , 2*35.0 1� 2 6"-45* .--- ii SIGN N im Mi E •r N N FAG ' / 4.08' ONC. STEPS NOTE: ALL ROOF DRAINAGE (DOWNSPOUTS) N o OPOLE 0 Mech. Rm. (See Arch. Plans) SHALL BE PIPED TO THE S.W.M. I L,, FACILITY. 0 Y 34 7 ao YI x w 10 -42 0 CPP C = 8.76' N o ' 3 a 23.20' VALLEY FARM CREO/T a HDCP 2' O OFF/CE COMPLEX 54.83' 89 40• RAMP 2 0 �' h ESMT. alb -on -Grade C T=,� ' AREA. 16,115 Sq. Ff. F.F.=74$.00 7-INV=730.0 + - 73'-4"0 SAN. SEW. INV=728,5 +/- TAP TO BE MADE 5'R cQ o `'!=*�o D.B. 50 Pg. 358 =2DEPRESSED SLAB AREA C.O. LATERAL PVC, Sch. 40 ® 2.08% BY F.C.S.A. I rm ZONED.• 9-2 0' e• F.F.=748.00 0 Q ) CONC. LANDING CURRENT USE.• VACANT ) M N ^il I oa N & STEPS = m i� (See Arch. Plan PR)D. B.SMT. USE.• STORAGE ONLY�Q R a ✓55, 25' ® d r W i A I O I v v' i I1 p. 39.18' �- -- 23.75' p a � z ,n s. 25'R (Tn,) Slab -on -Grade � � 3 � 7' 13. a2' -� - rt� O 0 00 1 ' C� aoyew n 54.26' 'n 6.25'R 5 CG'6' N ` CONC. LANDING i� I T & STEPS I _ - CG-6 1 E See Arch. Plans i I -- j No o 31.00' o I -� 5' PARKING SETDACI, tO (6 , i �- •.,� /' Ex. Pole _l N ' Ex. Single Phase -- TRIP GENERATION: OHE Lines 405.20ff bROP. - - VALLEY FARM CREDIT OFFICE COMPLEX PROP, F� OFFICE BUILDING ✓AMES M. HORTON GENERAL OFFICE BUILDING: PHASE I DEVELOPMENT P./,N 75-A-2 OFFICE: 1000 SQ. FT. GROSS FLOOR AREA: (WEEKDAY) LEGEND: Ln(T) = (0.756(Ln(X)) + 3.765) X = 12,315/1000 O.B. 504, Pg. J58 T = TRIPS/DAY = 12.31 ZONED.• 9-2 UGG UNDERGROUND GAS X = 1000 SQ. FT. GROSS FLOOR AREA USE. NURSERY UGE UNDERGROUND ELECTRIC TOTAL: UG CAN UNDERGROUND CABLE T.V. Ln(T) = (0.756(Ln(12.31) + 3.765 -> 287.97 TRIPS UGT UNDERGROUND TELEPHONE TOTAL -> 288 TRIPS/DAY (WEEKDAY) 00 0 o; n No 90.00' o all cr co II� n � Z o CL s W o Q z n T Cr 4�: L1 Q QZ J U_ X � Q _ W Z �CL _N G BMW OV'Q> w V NCe Z _ =O LL_Q O U >_- � m N U W le U W N > O UG CX Y W Lei O aW m a d O O :3 O N p� cf)(0 -N L 41 GEORGE & ✓0HN MILLER I P. /. N. 75-A- I1C cD D.B. 604 Pg. 273 ° CD ZONED.• B-J 4 _y -m 0 0 USE. AUTOMOB/LE O L. d DEALERSH/P a `� .. m �, c 0 � L � U Q. .. x N Q O r a UGCATV ----- - uGCATv Ex. Tele hone Pedestal Ex. Single PFiase Ex. Pole Ex, Pole Ex. Single Phase OHE Lines _ _ OHE Lines 20 0 20 Scale 1 " = 20 ft . 4� �ALTH OF D TIMOTHY . PLANTER NU. 18260 G ION L S U RVEY: C . I . : FURSTENAU 2' SURVEYING DRAWN: JOB NO.: TGP 9903009 SCALE: DATE: 1 "=20.0' 05-10-99 SHEET: 3/6 EX. SAN. SEW. IMH TOP=735.60 1 INV OUT=730.00 STORM SEWER STRUCTURES O Prop. DI-4B, L=6' �! TOP = 745.00 42"0 Inv. Out=738.00 0 Prop, DI-3B, L=6' TOP = 745.00 I 15"0 Inv. Out=741.00 O Prop. DI-1 I TOP = 745.65 j 15"0 Inv. In=740.85 II 42"0 Inv. Out=738.60 © Prop. DI-1 I' J TOP = 746.25 42"0 Inv. In=738.25 42"0 Inv. Out=738.25 © Prop. DI-1 TOP = 743.00 I j 42"0 Inv. In=737.50 8"0 Inv. Out=737.50 ' N � STATE FARM MUTUAL AUTOMOB/LE O Prop. EW-1, End Wolf INSURANCE COR106RA1'10N (Modified for 8"0 Pipe) I ( I _ Inv. Out=737.10 1 NOTE: CG-12A HDCP RAMPS '`� P./.N. 75-A-2E ' MAY BE REQUIRED AT THE ENTRANCE SECT/ON /, LOT 1 \ ^ / AS DIRECTED BY THE VDOT INSPECTOR D.B. 841, Pq. 1,341 NOTE: FOR 42R0EP PE ES , J ZONED.• 9-2 SEE LANDSCAPE PLAN FOR USE.• 04CANT ROOF DRAIN LINE LAYOUT g = - _ �R v oSPEP/ = EX. SAN. SEW. MH Inv. Out=734 II �� / Ex/ES- ES DRIB _ I� '30 5 SPEEDLIMIT = 25 M H (60*R _ EX. _ ���g - EX. GAS X ` "-. _► �- =_- .� PEDESTAL W / R T, & T. PARTNERSHIP - 0 INM � __ , , SECT/ON /, FUTURE LOT `,� `�� - _ - -.__�0 00 � � � P,LN. 75-A-2D :� ° ease g 73._ _ - -" /EX. SAN. SEW. MH D.B. 662, P. 648 0 0 0 i TOP=737.9 'E= rINV=729.2 9 44. O p O O -_ ._` _ EOP I I ZONED.- 9-2 I oo USE.- VACANT - -- 15 o CP ` 8 X8" fir' o ES-1 R BoXGV & �f-In Tee u / €I 20' R TO P5 M� ope _ TO BE I _ T.B. �ONTRgCT�R� ILED By •�' \ MT t _ 5 A \ ©P 45.2 - Prop rijq,a Z¢8ff -� ° 1 _ A WM l -8" T� 6.8 CC 6 FH gSSY. (3-8" 1/ALVES + (I I 46, NSITION 44.3 k 8.5 T) UG (2) 6"-4d i PS Ben E MO pb� F I 000 a ITY S -21 yy� '�- J' 7;5 x. 8"W dv O O 5.4 U U a 1 M+- a o O o O o . B. 45. F m o 6 .,m PV 112" WATER \ Ex. ES-2 0 0 0 0 0'' 6 0 p�C N� v ��' (SEC SDTERTER „ X. STOP Y a 0 o C SOR- M -IP a, 8QP) CTION ..B) WM �v-35 7 L34.91ft - o 0 21 W N �' + SIGN 47.3 3 / 0__ 2-x "x6 a `' ` /Q EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE °°°°°°°°°°°°°°°°° CONSTRUCTION CE °o°°o°o°°o°°o°o°o°o°°o N0°02020202020°020 ENTRANCE 3.05 SILT FENCE SF X X X 3.07 STORM DRAIN �P INLET PROTECTION 3.18 OUTLET ° °OOo°oo°oo°oo PROTECTION 3.30 TOPSOILING TO TO 3.32 PERMANENT SEEDING PS 3.35 MULCHING MU Ex. Single Phase OHE Lines DAMES M, HORTON ,P /. N. 75-A-2 D. B. 504 P.q. J59 ZONED.• 9-2 USE.- NURSERY LEGEND UGG UNDERGROUND GAS UGE UNDERGROUND ELECTRIC UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE GS�N i Ea \ cti CIO �I v i� + \ I ox X x O w I w x SF \ W ro % x IIM I EX. SAN. SEW. MH �(�) P MU TOP=742.1 + INV= 728.7 I DRAINAG DOWNSPOUTS) uj PIPED THE S.W.M. N SF II �, I III RI INV=728.5 +/- TAP TO BE MADE BY F.C.S.A. i� I a o= O x W ui Ex. Telephone Pedestal w 04 M0 W GEORGE & ✓OHN MILLER P.I.N. 75-A-11C D. B. 60,� P.q. 273 ZONED.• B-J USE. AU1r01V09/LE DEALERSHIP Ex. Single Phase OHE Lines 20 0 20 60 Scale 1" = 20 ft m ..1 ' p v W 0 z LI Q 0 al bi U X � F- Q W BMW La H U W OJ LLJ w CZ 4 � = O Z U M L•+•� W IH Y Y N W W LAJ O Y W � U Qw o m a 1 IL0 0 41 50 N 0) to ( r, N u7 N LO I v L cn o 0 v a) V) o t� _c D O 0- .. 0 O O X O N Q O a �L'TH OF L) -nmow,h. PLANTER 9 No. 18260 �.4�e ��SSIONAL SURVEY: C.I.: FURSTENAU 2' SURVEYING DRAWN: JOB NO.: TGP 9903009 SCALE: DATE: 1 "=20.0' 05-10-99 SHEET: 4 /6 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. 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 WILI. RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 21)x2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10.REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL BBB PIANTS. 11.PL.ANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12.PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13.PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. NOTE: COP HY( ARE OF TREI TO THE RUE 2 %2 2 PI 12 WIRE DO 3" h 3" E EXIS B LAl SOIL I�VrL l l�Vivi I�VVI U�ll. R T, & T, PARTNERSHIP buklll PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS 40 MAGNIFICA ELTIS OCCIDENTALIS "MAGNIFICA" 2"-2.5" NOTE L1 HACKBERRY CALIPER 16 SUGAR TYME MALUS 1-1.5' NOTE L1 CRABAPPLE SUTYZAM CALIPER 0 181 HEAVY METAL PANICUM VIRGATUM "HEAVY 1 GALLON 0. C, ea. SWITCH GRASS METAL" CONTAINER3' f) LS RELIANT FESTUCA LONGIFOLIA HYDRO- PER E&S 10� CLIMBING HYDRANGEA ANOMALA 1 GALLONPLAN _ HYDRANGEA SUBSP. PETIOLARIS CONTAINER CALIPER MEASURED 1' ABOVE GRADE A T TIME OF = Series 7000 HID, Fluorescent, Incandescent Die-cast aluminum, yoke or knuckle mount. Ordering Information Example: 7000 A MH 70120 FL KM BZ Series Lamp Voltage Mounting Accessories 7000 T MH 70 120, 208, 240, KM, YM Material PLT 42 277,347 ISS , GS, BD INC 100 Restrictions Color A r"ayappt Mounting BL, BZ, N, g Distribution GR, W Accessories TSP , FL JR, sm. PSM, TM WK LEGEND A aluminum, TSP hghl spot, FL - flfxxl. KIM - kntickln rnnurl. VM - yoke mount: BL - black, BZ A--.. .. TV - left. verrI6. GR = gray, W • W hire. fSS - internal shotre shield; GS - glafC shield, BD -loam dour, JB - pnrclinn r box, SM = slanch.on mount. PSM - itaorl)lm) mnllot (IWdestal)" TM It" ,nmint. WK - Wall mount lknuckle) \✓ V EX. SAN. SEW.11MH Series 9100 HID TOP=735.60 I �- 12-inch diameter, round or square, lamps included. �� INV OUT=730.00 I Ordering Information Example: 9100 A MH 100 277 MFL 34 I I I I Series Door Voltage Entry l 9100 Round A, B 120, 208, 240, 12 11 9150 Square 277, 347 34 , ; I Restrictions J may apply Lamp Accessories MH 100 Distribution ISS WWC, IHL I MH 175 TSP. MFL, WW, BB, PC-21 PARF, PARS 1 LEGEND - A = aluminum B = bronze: TSP = tight soot: MFL - medium flood WW = walWech: PARF = reflector lamp flood: PARS - reflector lamp spot. ISS -ternal source shield. WWL , wauwasn louver: IHL�nterl nonevcomo louver Be • brass iuncnon box, PC-21 = re -enterable potting compound Series M9400 HID, Fluorescent, Incandescent, Low Voltage y� I 9-inch diameter, round or square, single or double lens, lamps included. 1 1 Ordering Information Example: M9410 A MH 70 277 SP ` ) If I _ r INSURANCE CORPORAT/ON Series lamp Voltage Entryco , NOTE: CG-12A HDCP RAMPS P./.N. 75-A-2E \ � � M9410 t lens, round MH 35 120. 208, 240. 12S lit' MAY BE REQUIRED AT THE ENTRANCE SECT/ON /r L0T 1 M9420 2 lens, round FAH 70 277, 347 AS DIRECTED BY THE VDOT INSPECTOR. 34S 3/4' o QB 841 Rq. 1 �41 M9430 1 lens. square INC 75 Restrictions 128 1; 2- '�S iD may aoph ZONE B-2 M9440 ._ ens. square PAR MR 136 ' 348 3/d. 1 w Door PLT 32 Accessories EX 8' USE.• VACANT ` Distribution �` I �i3 ITARY A. B SP FL MFL. tHL GS. RG �G - SEWER M9400 HID Asv _, 736-- � f ,tit none eomb louvaluminum 6T6G,� S are sn eld; RG =. sock'guardflood: 1CZ�71L7n'lood: ASV= asymmemc. B1L = � r ai 1 ,• PR ` EX. SAN. SEW. MH "J '`--. ". ` Inv. OutV734 / 4 �SPERI TOP=739.6 ES 2 "--- DRIVE INV=730.5 SPEED LIMIT = 25 6o R_ , } / MPH � � 3 _ Jl EX. E0� -^_ co EX. GAS PEDESTAL oz Hydrel Floodlighting 7000 '1_ 1 -I, - I,.- '`.__ STATE FARM MUTUAL AUTOM,C ✓AMES M. HORTON R. /. N. 75-A-2 D. B. 504, Pg. J59 ZONEO.• 9-2 USE.- NURSERY Hydrel Ingrade Lighting 9" 10ST11,111 B'xGV & Cut -In Tee To COBE INSTAL NTRACTOR) LED BY SEX. SAN. SEW. MH TOP=737.9 INV=729.2 I ro IIIn I EX. SAN. SEW. MH (� TOP=742.1 INV=728.7 TAP TO BE MADE BY F.C.S.A. t- Q X l+J La -I N W W rn fl' c W ' O 0 v � Z CD J Z C.D Z J N 0 0 Z Z Y Q IiZ U_ X H Q Z _N UjU'-Q> UWoUj1- 4. C) O N V W ]L U W N � W U W CL ULL. L,..I O Q m 9 O O O N Q1 Cn (0 0) I\ N I- In - N In GEORGE & 10HN MILLER N N R. /• N. 75-4-11C 0. B. 604,, Rq. 27J 41 to ° CD ZONED.• B-.3-A '0, p o USE. AUTOMOB/LE O _0 � L DEALERSHIP _0 Q7 m � � O -C L -C � U Q .. O Q) X cn N Q O a 4, ',4 OF L I TIMOTW G. PAINTER No. 18260 roe -7l/ G �lv'11slONAL O Z SURVEY: C. I.: Ex. Tele hone Pedestal' FURSTENAU 2' x. Single Phase Ex. Pole Ex. Pole Ex. Single Phase SURVEYING OHE Lines f OHE Lines D RAW N: J O B N 0.: P I TGP 9903009 I SCALE: DATE: 20 0 20 60 1 "=20.0' 05-10-99 06�� SHEET: Scale 1" = 20 ft 5/6 SECTION "A" STORM SEWER PROFILE A B SCALES: (H) 1" =50,0' (V) 1" = 5.0' C D E 750 _ __ ____.._ 750 -__ _ _ 745. _- --- -_ ------- 745 PROPOSED - GRADE - - -- 740 - -- -- - _ ._.-..E_XtcT I I I - 740 -`- _ - PROP. 57.1 '-_1_5"0_ 0 0.2624% RCP C1,.-III 735 ra WA CPP 0 0. 5% Q 1 735 a a - PROP. __ 40.00'-8 ----- - U - --- -- - -- --- -- 730--- 730 -a 725 _--_ ---- --- ___ 725 O W fQ 720- 0 _j 720 W O �s O CN O N 10 to - -- a: let " a: 'It in a 'it a II p p o + II II D p 0 o > Z + O iri II - Ill r, II III z 0 > > Z Z II p^ N II ail F- CIDr- II it III p� Z O O > > r Z Z N 00 6 III^� II Z a0 > r- II II 0 > to O (� II II O �> F- 10+00 11 +00 12+00 NOTE: USE LARGE BASES FOR 42"0 PIPE SECTIONS SECTION "B" WATER MAIN PROFILE SCALES: (H) 1" =50.0' (V) 1' = 5.0' 750 750 - - PROPOS D RADE --^ 745 -_ _-- -- -- -- ---- ----- -- - - __745 000 GRADECTE 2-S 740 36" MIN. ass COM TED 740 COVERall _- 735 _ PROP. 0PVCTM. 735 _ SDR-21 WM SEW. �_` 730--- 730 �-fn • - - --_ O _ Z Z -- F- --- -- m m } N m - O -F- LU C. + X a_ a. II o O o + -" Do > a- O c0 d ILL II O rn + II O O + LL II o rn + 10+00 11+00 12+00 th►ust block STORM SEWER PROFILE SCALES: (H) 1" (V) 1" B F =50.0' = 5.0' 750 750 745 PROPOSED -- GRADE- -----___________745 740 - -.- _ .- 0000 740 EXISTING GRADE _-_______ - --___-_-- 735 _- 14 -- _ 735 I I I -- - - 730 -- - 730 as Qj- ti 725 _ 725 - ___ _ 720 720 j CN a II p O o + O M t\ rn II II � II p �Z0 o a > rr Z Z + O t\ In II �~ I1 O > 0 Z 10+ 00 11 + 00 SDR 35 spigol by gasketed ben 45' befxt SDR 35 8"x 4• gaskeled ben Wye SDR 35 spigot by SDR 21 gasketed I non Rdapler locator peg 1 r ( 1 I 411111 gsskeled pipe and f Ings Icy line 4- pipe fell 2 00% rrtklinxrrn prods lm SCH 40 aolvort weld cop top or PMrletd aM^ GRAVITY SEWER SERVICE LATERAL FlpuPe 15 concrete pod V-6" sq. x 6" deep - screw type adjustable valve \k36"min.boxlocator peq//Volvo megim1w at J t0 main rnegiskK - 8"x S"x 16" solid block (for valves 12" and lerpor) GATE VALVE Fiplx't e km beta liess, Mate. a de ENTRANCE CULVERT SCALES: (H) 1" (V) 1" =50.0' = 5.0' 750 750 -- PROPOSED GRADE-1- -- EXISTING GRADE 745--- 740 740 735. ------- - 735 -- PROP. 60.00'-15"0 --- -- RCP CI.. III 0 5. 3% _- - - ---- - - 730- 730 725 _ _ 725 - -- 720---- T Lo - ----- - 720 Uj s s r- -- a a a -- a - LL II o o O O 00 � II Z II O p + 1? r- II Z 10+ 00 11 + 00 - 4taft tare a wee �.6el.a.. Letrsalh6r a�iastn Y TEE WYE aR PI t Ic In am r "am ew Noi nwy aw wweree .! .rear. Ir♦r eo00.1am Pereae�w, one W. treem puawd o 0.00-sely euneuw V - tr ell far 10• aeosor p Ins M tests aM spee hnele6reae slid. T,r thnreV taaheehehrr T'. tr risk r 12'sau �' ..till uhsaae6 as fiat tali raanean r ells t eta ae4atr160M for A. a. C dWomiam CONCRETE 0111E)MIONS FOR HORIZONTAL THRUST &LOCKS Plea I MILTMa Pltya. Wy"A 1,1- and 22, lir t3artea 46• MAID' aetea - A B I C 1 A ID 1 C A 1 6 C tr r-0 till r3• 1 or j till I all 1'a all rr e- rr tar 1-4- o•r r Ol o• rr or ?-T ?-T 10' 11d ar ?-T 1•.r off' 1%r 1•4r r ir ?r 1r 1•r 1•-0• ?.6- ra ,�- ,'d ?-0' 11•r ram' 14' 74)' 1'-V 14r 1 3' 1a' ?s 110' 3d 1'd 1'-0^ Flo- ?r 1•4r 4•d Ir 2'd 1•S r4r 1'r 1'� ?-o• i 7-0- i.-T 4•4- � 12fr ?' i 1'4r j 4'-0' I 1.41' •. {' 2'-0- , 7S 1 1'4. 1 6'-0' i : 1M• Tt•Elu .C�• FIENDS ow, n her "aw Wow the anitieeahn n ester s.h.r reeve AI sr" NC Rory FtawcosFsr' 6 sc ,a 2Q a >f VERTICAL BeNDc FITTING VOLUME OF THRUST BLOCK N CU YD oc 'nibloo ISM tit-1/4• 1 22-12' 16• t0' 1.3 8 1.1 2.3 THRUST BLOCKS FOR VERTICAL IV, - - 11 3.7 t10 BENDS SHALL BE THE SAME 12, - 12 22 6.6 AS FOR HORFZONTA: BENDS 14 1.7 34 7b 141' 0.6 23 6.1 - 1a• 1.4 32 6.3 - 20• 2.2 4.6 72 CONCRETE THRUST BLOCKING Few 2 Ford FC HH 77 HC-15B 2' custom setter (meter by FCSA) cast in place access door, r- standard centered in top flat top for (see note 1) 4' diameter varies 2' maxmanhole. f property line I r-4inished (see note 2) ` grade I • I c I roadway box I E �Y type Y. copper \tubing (no joints r from Moir tc \ curb stop) _ -saddle with corporation stop water main ball valve curb stop with PIP ends, with 2 gate valve operating nut 3• riser section for 4' diameter manhole with cutouts ",`-solid support blocks under custom setter E, stone beddinc NOTES 1. Access door shall be by Holliday Products ti or our approved equal: 6' a) in non-troffic area - model no. S1R3030 b) in traffic area - model no. HIR2424 2 Water service crossing street shall be encased CUTOUT DETAIL in fit dia SCH40 PVC or SDR21 piping. The piping sholl run from one foot beyond sidewalk. typical across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 concrete ttirust block stone WATER MAIN PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5.0' - 750 _. __ ___._ __ _ _--__-_ 750 745---- PR POSED GRADE - 745 - EXISTING GRADE-,,,- -�- 740 - -- - -- - - 740 Ise -- 735 __. __ c v R _ PR _R 6"0 PVC ��-- 735 000 '---PROP. 8"0 PVC --- -- 730 ---- _ - SD -21 WM _._.._ -- ------ 725 _ --__W - _---- rn - -- 725 F- J F-: _D F2 D. _ __ - - - ---- -- - -- -- -- 720 - _ - Z 720 m m - - sx m Q N sx m if) to - _ - --_ 000 Li. 00 ax am a s a x a a: a s a CO rY a II C)O OUi + > II C� a- + II tOo N + II O= t7 + > C� (0 N II O + II 0 + 10+00 11+00 12+00 O 6- c". seeta ka 40 #�-` r ssoel pip. Iced with concrete yellowland1 T T . 1 6' TO iB' die:,111 ;. �'. oortcrefis 90 l ♦edit []ET l dlfoom of setting to be approved prior 10 rietaftion i as required f - concrete pad 1 •-6' sq. x 6' deep 2' min - 6, 1. screw type i adlteslabte alone to be rivniflxum ! voNe goal of 6- above lop of beta h FIRE HYDRANT ASSEMBLY Figure 9 locator peg ntechanrCNI )D tl Iawltral tee with 6' branch II.sl.a.fM/.. I..I.a.tlr..,lada H.n.- FITTING INFORMATION A 36' THIRD" 48' THREE PIECE TEE FITTING, SIZE DG DAL A tit 2 4 4 6 13 3 13 3 1,.6 6.6 a 6.8 17.6 17 b b_6 6 6 8 9.2 23 0 23 6 11 5 I ll 5 10 11.6 26.7 26.7 13 3 13.3 12 14.1 51 C 32 0 IL 16 0 15 17.6 61.2 36 3 19 1 19 1 16 21.4 70.0 1 46.6 24 0 24.0 24 28 3 101.7 62.2 31 1 31 1 30 35.3 1N 3 69 6 34 6 34 6 36 41.3 80.0 80 0 40.0 40 0 42 47 9 85.0 85 0 42 5 42.5 48 54.1 1 87.0 97.0 43.5 43.5 Z 0 Cn W 0 - � W 0 Z v W J L L- to J O a Q W 0 o =, W z � w J -' W U 0 N Z Q 0 V_ DC Q W _N Z H a. WO�Q> W .j � U LL'OZ�U 0 Y La N le W W U NLAj W U W Y FL U LA_ W Q O m NO 12' THROUGH 30' Noecier, Inc. Dninafa Ndndf>ooi Specdicdrsoru • 1-7 HANCOR Hi-Q°' PIPE SPECIFICATIONS Time specification dosulbas 4 l0 48 inch Rancor Hi U pipe for use u, gravity, flow drswage applicsuons Pye Meakaeuu `�7 r+ Hr 0 yhp4 Shan have a smuvUi unuhor and coi rugllad axtuhor Tow through 10 inch fa-0 yhye snag malt to raQwnmuus of AASHTO M252 Type S, and 12 too nigh 36Inchshall meal the ni4wremenis of AASHIO M294 Type S lofty two rid 46 Inch &&insists shall have ewmum pipe sutlness of 20 and Ill pal, rsspeconnily, pre 5% daaec6on and 6M0 meal all othat regwramatxs of AASH FO Q M294. Monmg s •n• value loll use in design shah not exceed 0010. Joule ►edornaacs Rill n N-%*4 Phpo shall bo lu,uad "In cuutil bonds or external snap couplers coveting at least two fish corrugations on tsch and of the pipe Standard Ia 1 gatee led) cunnectwns shelf mast Na soil ughtihoss requal aments of fM AASII IU Standee it Spa cibc ouon lot Highway 1� O N 0) (n I` In N r I L_ cfl .0 C � 0 U � � Ln m + c 0 �s s U CL .. X 0 .0 � LL_ N O 8, idges. Sotiwh 26, palagraph 26 4 2 41eL Shc-YBN bnYayy ctwnsdswa WaY ncapa ale a closed cog symhouc expanded rubber op pascalmeoung ilia rottwrsmems of ASTMDIMS Mae& 2A2. GgokWA acts►adotted onUhs comactran bNa pipe marsAacwral ZIIyTvi %!! Fits yt sbal conform to AASH FU MM or AASHI O Mnil Fabricated halop MMM ws" on the wtuwr and oxfatwr at sp junctions. r talatnW ►ropentes TIMOT}� G. PAINTER Pipe and pang mateital shall be high donsxy pdyethylano moew,o the tagutromarns of ASTM U1350 Call Classification 324420C. o, No. 8260 ASTM D1241 Type III. Class C. Category 4, Gisdo P33 lssaoYolias 00.Q� Inuolauun shall be in accordance wnh AS144 D1321 with Oil exupthon that mhnwhan Coves uh usnaksd 41e41 trial be Orr toot J + �SSIONAL SURVEY: C. I.: Msaslisel DF BOW on I petite mom lot 1� e lit 1 to Iiz I is I is I N I-30 -3636 4z 4e DulaidoDisnow I 48 7.0 13 111 142 177 21.5 11A 360 421 48.0 Slo RtchOn 06 07 10 15 2.0 24 3.0 40 4.0 s0 SO SO pt1 04 L0 1.5 2A 1 33 4 63 tt I 160 175 1 21.0 260 ConWlior De+wn r.r A-4r anxr 4..w I ..err ..fir a.,r awaor sax:. Sella I ta.r 11" Perforations -- AN dwasWs with or wlaoW perboWu FURSTENAU N/A SURVEYING DRAWN: JOB NO.: TGP 9903009 SCALE: DATE: AS SHOWN 05-10-9 SHEET: 6/6