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HomeMy WebLinkAbout10-03 Irongate, Inc. - Replaced by SP 25-12 - Opequon - BackfileI IRONGATE, INC. OFFICE AND SHOP ADDITION AND RELATED SITE IMPROVEMENTS PROJECT: IRONGATE, INC. OWNER G OFFICE 6 SHOP ADDITIONS DEVELOPER: IRONGATE, INC. AND SITE IMPROVEMENTS 201 RIDINGS LANE 201 RIDINGS LANE WHITE POST, VIRGINIA 22663 COUNTY OF FREDERICK, VA 1540) 869-5100 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. LANDSCAPE. 302 S. BRADDOCK STREET, 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 SUITE 200 WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER Contact: ELLIOTT RITCHIE PARCEL INFORMATION: PROPERTY ID NO.: 8'7-((A))-12 SITE AREA: 17.9448 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED USE: OFFICE: AND SHOP COMPLEX FOR STEEL FABRICATION AND ERECTION CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (IMPERVIOUS AREAS < 0.75 x 19.9448 Ac.=13.4586 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </-1.0 BUILDING HEIGHT: 60 FT. SETBACKS: FRONT: 75 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 25 FT. SIDE: 25 FT. PARKING: SHOP FACILITIES: 1 PER EMPLOYEE SERVICE VEHICLES: I SPACE PER VEHICLE. PROJECT: SHOP FACILITIES: OFFICE EMPLOYEES: 5 EMPLOYEES => 5 SPACES SHOP EMPLOYEES: 6 EMPLOYEES => 6 SPACES FIELD ERECTORS: 14 EMPLOYEES => 14 SPACES SERVICE VEHICLES: 20 EMPLOYEES => 20 SPACES TOTAL SPACES REQUIRED: -> 45 SPACES PARKING REQUIRED: 45 SPACES TOTAL 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 F.A. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED OFFICE 6 SHOP COMPLEX FOR STEEL FABRICATION 6 ERECTION FRONTAGE: 133.04 FT. PARKING: 62 EA. PARKING SPACES (INCLUDES 3 EA. HDCP SPACES, INCLUDING 2 EA. VAN ACCESSIBLE SPACES)) LOT COVERAGE: BUILDINGS/STRUCTUR.ES: 55,117 SQ. FT. (1.2653 ACRES) PARKING/DRIVES: 96,204 SQ. FT. (PAVED) (2.2085 ACRES) CONCRETE AREAS: 2,117 SQ. FT. (0.0486 ACRES) GRAVEL STORAGE: 147,018 SQ. FT. (3.3751 ACRES) TOTAL IMPERVIOUS AREA: 100,456 SO. FT. (6.8975 ACRES) F.A.R.: F.A.R.: 1.2653 Ac/17.9448 Ac - 0.0705 < 1.0 OPEN SPACE: 17.9448 Ac. - 6.8975 AC. = 11.0473 Ac. 193,085 SQ. FT.) (61.6%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W s Adjacent Properties (3' High Evergreen Hedge) 58 Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 40' Perimeter: 749 Ft./40 = 18.73 => 19 TREES (Required) _> 2.0 TREES (Provided) Perimeter Screen Along R-O-W S Adjacent Properties: (3' High Evergreen Hedge) 5R Interior Landscaping Islands: 24,329 Sq. Ft. X SR => 1216 Sq. Ft. (Required) Landscape Islands: _> 3796 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 62 Parking Spaces/10 6.2 TREES (Required) 6 TREES (Provided) B1FFF:R: CATEGORY "C" BUFFER ALONG ADJACENT RA PROPERTIES. - 947 LINEAR FEET OF BUFFER. - SEE PLANS FOR NUMBER, TYPE, AND SIZE OF TREES AND SHRUBS REQUIRED. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL: BE PROVIDED FROM THE. EXISTING SITE LIGHTING AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALI, LIGHTS SHALL, BE. DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF-STTF,. 2. ALL EASEMENTS, WHICH ARE, APPLICABLE. TO THIS SITE:, HAVE SEEN INDICATKD ON THE.. PLAN. 3. TWO OUTDOOR DUMPSTER FACILITIES HAVE BEEN PLANNED FOR THIS SITE. ONE UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE; AND THE OTHER SHALL BE USED FOR MISCELLANEOUS SCRAP METALS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. STONED OUTDOOR STORAGE AREAS HAVE BEEN PROPOSED AS PART OF THE DEVELOPMENT OF THIS 91TE, AND ARE DESIGNATED ON THE. PLANS. 6. THE PROPOSED TELECOMMUNICATIONS TOWER IS ANTICIPATED TO PART OF THE FUTURE DEVELOPMENT OF THIS SITE. NO CONSTRUCTION OR USE OF THE PROPOSED TOWER SITE WILL BE PERMITTED WITHOUT THE APPROVAL OF A CONDITIONAL USE. PERMIT BY THE COUNTY OF FREDERICK, VIRGINIA. 7. THE PROPOSED MAINTENANCE; BUILDING SHALL. BF. USED BY AND FOR IRONGATE INC., ONLY, ON THE PLANS. R. THE EXISTING CEMETERY SHALL REMAIN UNDISTURBED. ACCESS SHALL BE PROVIDED AND MAINTAINED BY IRONGATE, INC. AT ALL TIMES. 4 NO ENVIRONMENTAL FEATURES SHALL BE DISTURBED BY THE: DEVELOPMENT OF THE IMPROVEMENTS To THIS SITE.. PROFFERS The land and any improvements thereto will be expressly used for a metal fabrication business as permitted under the M1 zoning 2 The owner shall enter into a common shared buffer and screening easement agreement between properties identified as Tax Map 87-A-12 and 86-A-179C to satisfy the requirements of Section 165-37D(4) of the Frederick County Zoning Ordinance This buffer shall incorporate a minimum buffer between the two parcels of 400 feet The common shared buffer and screening easement agreement shall be executed prior !o the issuance of a building permit for improvements on parcel 87-A-12 (RESPONSIBLE LAND DISTURBER NAME - --- -- CERTIFICATION #:__- DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. IRONGATE, INC. SHOP ADDITIONS & SITE IMPROVEMENTS 201 RIDINGS LANE OPEQUON MAGISTERIAL DISTRICT WHITE POST, VIRGINIA INDEX TO CITY/COUNTY LOCATION 0 F i f x Pi V//e, f 2 0r o) c .a a, c`4 TE VICINITY MAP 1 " = 1000' 86-q_ 179 86-A-179A SHIRLEY C. CARLSON SHIRLEY C. CAR USE: VACANT USE: RESIDENTIA�N RA ZONE: RA _N26'45'35"E 1047.95' _ _ _ _ �7,_ RONM LANE / a N26' 45 35 E 459.0' POND 86- 92 POROF SEb o� LIBERTY BAPTIST ic E c USE' CHURCH HURCH DENNIS L &-A' 17gC ZONE' RA 1 BE VERLE Y S a USE. RESIDENTIALRIDINGS ( / ZONE: RA EX.& OFFICE / L400 COMMON C BUFF -ER SHARED EASEMAND ENTREENING`i 1 W N 000 / �h �+ 87-A-12C JAM vl FUEL ES A. CALHOUN STATION 4, USE: RESIDENTIAL 4 SDI O DENNIS - A--12 r I L RIDINGS USE VACANT ZONE: RA I t 6_06U OF y No. 18260 '► C7s/ l z103 r� Rti,, �t01VAI.'� Ra ZONE: RA ^7 LOTR / I DENN$_ A- 72 87-q-12D S L. RIDINGS GLEN A 1 DRU USE: INDUSTRIAL USE: RESIDENnA�MIrH ZONE: M1 ZONE: RA / / / I I 283.9 7' S32*07'25"W - - t SCALE: 1 "=150' r-PAINTER-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT 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 EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6' HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER I NV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET 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 NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW, SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX 'EFMAI!, "SITE TYP or TYP. TYPICAL wlo UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS "-T•m_, I'1 _p 3 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 3 *00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION N`P�c�or HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE P 1 /8' PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). IRONGATE, INC. SHOP ADDITIONS & SITE IMPROVEMENTS LIST OF DRAWINGS SHT. 1 / 10: COVER SHEET & ZONING NOTES SHT. 2/10: GENERAL NOTES, CONSTRUCTION NOTES, OVERALL PLAN, and ENTRANCE PLAN SHT. 3/ 10: SITE LAYOUT PLAN and DEMOLITION PLAN SHT. 4/ 10: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/ 10: LANDSCAPING BUFFER, LANDSCAPING PLAN, & LIGHTING PLAN SHT. 6/ 10: WATER MAIN LINE "B" PLAN & PROFILE SHT. 7/ 10: WATER MAIN LINE "B" PLAN & PROFILE (Cont'd.) SHT. 8/ 10: WATER MAIN LINE "A" PLAN & PROFILE SHT. 9/ 10: STORM SEWER PROFILES and EROSION & SEDIMENT CONTROL NOTES & DETAILS SHT. 10/ 10: MISCELLANEOUS DETAILS APPROVED BY THE ZONING ADMINISTRATOR FREDERICK COUNTY, VIRGINIA ZONING ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /10 h ILL NU.: 99U2U14 LATEST REVISION DATE: 04/15/03 1 179 S}iIR E' C CARLSON }- Ek STONE USE: VACANT PR ORrVE ZONE RA 1 TILE PRi I Q c 31 s 1 i l ZONE RR {ro3. E �490.35 I l 1. w I I t 136_A_179C � S NGS K kRLE DENN15 �- RESIL�NTihL 3 z4NE tY I mi X W � air USE: RE50ENn AL Zot4£. RA 200 0 200 DKv `' - GLE USE RESIDENTIAL ZgNE•, RA FUEL STATION 87-A-12 DENNIS L RIDINGS USE: INDUSTRIAL ZONE M1 TOWER SITE 87_A,-12 0EI'M1S L RIDINGS USE VACANT ZONE. RA Scale 1 " - 200 ft OVERALL SITEPLAN VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV 7!95 PAGE t OF 2 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V4 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 V5 V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS V6 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 V7 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. V8 .00 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC, OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY, DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT 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. 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, 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. TRIP GENERATION: IRONGATE, INC. OFFICE & STEEL FABRICATION FACILITY GENERAL LIGHT INDUSTRIAL: FULL DEVELOPMENT / INDUSTRIAL: EMPLOYEES: (WEEKDAY) X 25 EMPLOYEES T = 2.951(X) + 30.572 T = TRIPS/DAY P Q `k I X = EMPLOYEES 1 � G / TOTAL: �' �/ �ciF � �aQ T - 2.951(25) + 30.572 -> 104.34 TRIPS TOTAL -> 105 TRIPS/DAY (WEEKDAY) IS A 4 h NOTE: CURRENTLY RIDINGS TANS FACTLITYVTOEBERTAKENTHNTO THE VDOTE OWNER DESIRE�O Q,� \\ \G)OQe DESIRE O / ,� 1 Cj\ ROADWAY SYSTEM. �`/. $Q ('10 ¢ N I{ E0? / O� p Gv �/ cURg Q / 409 r'1c N ; 0 , v 0- J Z O rnCc Z< wry r- I) Cn Li.1 aC rLJ O 00 w N _j w rx Cn 64 $fi 1 C 16' f i X 0 z REMOVE EX. `''cam PLUG &1 T.B. 0 & CON CT TC� EX. WAT R MAIN N w N Li pj � 1 I o o m 8 P ii DRAINAGE 1 8p g� 0 l 1 L- CID U ARROWS v �' - ' Co (TYP.)- -� C ° o _. v C> C7 v Q W L� Lil N 1 1 1 � 1 Q U X In d`n-1rd' � 1 00 Ln r In 0) '^ dam' 1 '-` i ul W ►- CT o 1 a o a d J o 4� o W C 1 0- 1 1 © 1 X Cn C7 U 1 C-) t 1 E Ov C U rr 30 0 30 Scale 1 " = 30 ft ENTRANCE PLAN MISCELLANEOUS: 1. FIRE LANES SHALL., BE DELINEATED, AS DIRECTED BY THE COUNTY OF F'REDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 311, USE GROUP (S) STORAGE FOR THE TRUCK MAINTENANCE AREAS, AND SECTION 306, USE GROUP (F) FACTORY FOR THE SHOP ADDITIONS OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. THE TANK AND TOWER SHALI, COMPLY WITH USE GROUP (U) UTILITY, SECTION 31.2 OF B.O.C.A. AND N.F.P.A. 30 AND 58. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 28 GRADE. ALI,, REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A11'7.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C. FOR ASBESTOS INSPECTION REQUIREMENTS. A DEMOLITION PERMIT IS REQUIRED PRIOR TO REMOVAL OF ANY STRUCTURES. 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE: SUBJECT TO ALI, FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 6. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALI, BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. • •, STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND NATURAL SWALES ON THE PROPERTY. THE RUNOFF FROM ON -SITE RESULT IN A NEGLIGIBLE INCREASE FROM THE EXISTING CONDITIONS ON -SITE. THE EXISTING STONED AREAS WILL, BE USED FOR THE NEW BUILDING AND PARKING AREAS AND THEREFORE A SMALL INCREASE WILL RESULT FROM THE DEVELOPMENT OF THE FACILITY. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING SWAI,ES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FI.,OOD LEVEL AND THE WATER SURFACE ELEVATION IN THE POND OF 710.00. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE. PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE EXISTING POND OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, TRUCK ACCESS DRIVE, AND PARKING AREAS SHALL RECEIVE TH$ M.INIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALI, BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE. STANDARDS AND SPECIFICATIONS OF VDOT GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS Of THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7'777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR 1.0 THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF'•THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR»TO COMMENCEMENT OF WORK. AN APPROVED SET OF' CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. -7. TOPOGR.APHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED F09-THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTIL T TES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORD SHALL, BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALI, WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE. LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 277 (FAIRFAX PIKE) R--O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRICTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION ANT` SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY- 5. UPON COMPLETION OF CONSTRUCTION, ALI, PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED,. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE: REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIREL, FERTILIZED, REPLANTED, AND MULCHED. AS NEEDED, VEGETATIVE COVER SHALL, CON"FORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-Z" Of TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL. LIME (140 lb/10005f) SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 lb/Ac. 15% SEE SPEC FICNTIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING 'TRUCKS AND OTHER CONSTRUCTION r.Qt t3ENi' PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS '!'ART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD CF-4FRATED AS PART OF THE DEVELOPMENT Of THIS SITE. IF IT IS DETERMINEry THAT 'P!'IS IS NOT SUFFICIENT, THEN A WASH RACK SHALL, BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALI., TIMES. EXCAVATION AW) ';- APING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF' THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHAS,I, BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA AS DIRECT€D BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL. SHALL. BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-648 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF' EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALI, LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALT, RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AI4D RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER, 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED A.S NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL, COORDINATE: WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THIS SITE IS CURRENTLY SERVED BY AN EXISTING SEPTIC SYSTEM THAT SHALL CONTINUE TO BE USED. NO INCREASE IN USAGE OR STAFF IS ANTICIPATED WITH THE PROPOSED ADDITIONS AND ALTERATIONS TO THIS SITE. THE EXISTING SYSTEM IS DESIGNED TO CONTROL.200 GPD FOR THIS APPLICATION. THIS USAGE SHOULD NOT CHANGE AND THEREFORE NO IMPROVEMENTS TO THE SEPTIC SYSTEM HAVE. BEEN PROPOSED. IF ANY FUTURE ALTERATIONS ARE PROPOSED, THE DEPARTMENT OF HEALTH SHALL BE CONTACTED AND THE NECESSARY PERMITS OBTAINED, PRIOR TO ANY CONSTRUCTION. 4. A NEW WATER. SERVICE IS PROPOSED FOR THE PROPOSED OFFICE ADDITION. THE NEW 2" DIAMETER WATER SERVICE AND 1-112" METER ASSEMBLY AND VAULT SHALL BE INSTALLED, AS SHOWN ON THE PLANS. 5. THE 8" DIA. WATER MAIN SHALL BE INSTALLED AS SHOWN. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE. FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE. BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7, THE SANITATION AUTHORITY SHALL INSTALL ALI, WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL, TIE-IN A NEW LINE, TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE PROPOSED WATER MAIN AND CONNECTIONS THROUGH THE PROPERTY SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL, F.C.S.A. HAS BEEN CONTACTED. 11, THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALI, TIMES. or IN r� W C Z W U Z Z oa u Z � W C C U :z J LAJ � J Q J wa z Z o::: uj Q LO o LO M U_ �CIZ_ U _j Q W � ®Z W :z- f" O = Q CC w F- a. LLJ O O a to do O ■ J N .1G r,C a :3(Dr- V) N C y N N .L L W 3 T3 i C p N W Qj C} L C IU Q N v U O 3 C � 3 I�� E QN O a. M �! l' WZ z 0Z Von Imm lIrft U w ,1�°ALT4i 0F; .N U T M0TVY G. AINTER \� 60 + (0) 01 S10NAL SURVEY: C. I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 9902014 SCALE: DATE - AS SHOWN 01 /28/ 03 SHEET 2 /10 / 10� / Ex 99 12" CMP .44% Si Pe 45' N BEND O 1 & TB F, u C r1� 'c 1, 45' ma`s BEN t J ~ � M. a W .� _ LIBERTY BAPTIST CHURCH USE: CHURCH ZONE: RA � N L to t' o W `n O Go O O QO Nr W W cr W 7 s✓� fF$ �O ali ® 0 G c11 cn ? t �: O00 Pry MLA �,y > C Z 4 9 0 9>> c > 4 � 3 0 (30 - o� P ,1 c^� ,, a �� EX. TREES & MULCH Ex 7 g'_18"� C 1l ``0� xo0z Inv=711.78 0 93% Slop p. w Q'0 a V) EX. EOG ft 2 w °p g' �O w ' zCr t0 oo� boo Q) Qo,,, J o 0 O w d 8" W ERMAIN o FOA o `„ a a'o w LANE I o J �` c oa 8„x8 x8 0 TEE & B (2)-8" V 8" WL 6.00' WL ESMT. 8" WATERM n --,I 12' 1--- o uS (TyP X w I c Fo TEL�& T.B. c 4-8" GV o 14.85 g 1 U� T O \ O i 24.00' w I c o w u� NOTE: THE P'. 120.00' 3 38' FACILI1 I o0 y REMOVE EX. EVERGREEN � � BOLLARD IRONG) SCREEN AND REPLANT AS �ACH SID l 0 (PER 1 SPECIFIED ON SHEET: m1H 4-4 M TYP.) rn� PROFF 5/ 10 � � ASS . �� 39.53' EX. 20' HIGH OPAQUE ---�- m �U 22.00 r EVERGREEN SCREEN Z <^ (LEYLAND CYPRESS) - ; g7.12' o NDC -6 F-I -6 TO REMAIN w V.-Wa( _It Via-- 6' i r :�Ln a UOa Z , O 00 JO, z _ aZ 3 rI QQUQ N'I 1 d~ +owX �^oYU 8� a� r oC o D s aa;; a'U2 a W-UQ O a`` °`` > w Q C. o uz a I v I ZO z Zw *-20' 22' -- �- 20' 20'--} --•24' +--20' co > w cn _ 0o w V) 1`4 3 U w z o->c D 1 w wwOZ wo 6M . 2 4 2 .89' z � z o 7i aO S t ' __ A FOCI ° '.' a z d0��i CG 6 `�za CG-6R W O F1 a 30,_ ell W ter-- wz Lo 84.06' GQ 5' O gain 3 �OQ Ex Asphalt va v oa= ' `� E� 3 k�� 0 w00 '-r- OQ�/ CL a o omac Edison RI DO }, U-) 1 U-1 / �.� Q i D.B.166, P caQ w a adi Jam `` © .PROP. ^�; v 63.33' PARKING N Z� a- „ 24 2 c°Gaza? I ^ FACILITY h Uu) o t; W x 45 a Yv I X 5' 8' 8' 8' 8' o W BEND x.c no 1 cr �& TB � R }� < N ' 2"0 WATER 02, <( zz SERVICE 1 1 /2• r1 METER d g VAULT - - a PRO . 0 21.00' FENCE o av 9T CORP. 76 72''OPi OP v 200.00' o , , ,, fr it}nn}il' , i ,�,`. c'� ill �� L Q I%V VAS M� Q EX. 3 HIGH DOUBLE I 4- C' o J PROF ROW EVERGREEN SCREEN 2"(b WATER Uj ce Tr AODI (LEYLAND CYPRESS) F ;nSERVICE .,gR)'��'r AREA: V) HGH TO REMAIN w COPPER, �» a O > c, r? r- TYPE KLi » �_ I 00 z 200.00' o_ a a- o 0 86.69' W a / 8,; WL a 45' a0.0 BEND EX: TREES & ML Xi' & TB EO w) R MANT, AS I LA. IfcLr CC MUL(-rl W N 1 d �17.02� I 1 i I o � I 86-A-179C DENNIS L. & BEVERLEY S. RIDINGS USE: RESIDENTIAL ZONE: RA IN r v 87-A-12C Z JAMES A. CALHOUN USE: RESIDENTIAL ZONE: RA r f D I ' :z Z s�.06*1 87-A-12D 0- (rBR 3a� `� �'F0•Z*S�' GLEN A. & DRU E. SMITH RESIDENTIAL a- p r , USE: ZONE: RA f— 4y ZUj a � 7s R 1& BOXGV 0 z o w ca z Y _� `" .. J H 1 ~a `mow O, ao� 0J N x6" I Qoj T.B. 04C( V �'o a,ap F �� F . n 0 lay (<3,w a— .. C' z 3 ( w�ti x r 0! p� aY a:W aI o 31 y� C `< `-t' <C 'y � Z Ivo n 1- W a z VU Z O w Lm�4, N 0N a Vo0D N L_vC] �Z (> I 0a00 Wo �m 01p CL3 O O o: ' 10 N PROP. CHAINLINK FENCE W > MI ��w Sp �d o . N W .. Iva? PROP. PROPANE°' TANK Q (7 N a� 0 � ` 1 90,00' 10' o 0 ml CL Q. J EX. EOG 1 t 0.00' I Z N Lai a: z 000 a00 O cdj a w E O I^ � o ~ � m v 0 Z O y Q W < o ;a° _ �" 10' C & Pile hone �o of Virginia PT p w CL EX. SAN. SEW `� 1 _D.B 454, P.3t6 — 0 30.00' 4, 4W64'— a- _ �so� EX- SAN. SEWW.. --_ NOTE: a >'• a � J z �0. _ Number of office & shop employees ~ a "I will not change as a result of this x J < `F moo o ex ontion. The existing septic field 0 w o r z X> a w �� sS�T , �� is Pimited to 6 employees or 200 0 6 CA CA w S U' ``, 0 12.00° a ® I �' ;aq G.P.D . If it is anticipated that the = 0 0 0 >- - 1--=�-1 "�, ci w _ 69.66° q � office/shop staff will increase then a 0 m a f - = w o Q o the septic field will be expanded as /� C o ~O w a w O �' 0 a a 0 O needed in accordonce with Health ii to N tn� x cj m a z Wv Dept. standards. A permit shall be n N U7 C tJ1 W d l w to N m ~ $!. obtained prior to any expansion. +, I a �U<Wmg H. N N CV s U zac=n �f F 4�. Tp � t. BEND 0 O 0 Uj 43' — 250.00' Mj 0 > U- PROP. SHOP FACILITY I U >. ADDITION - PHASE If ,, a o,i, PROP. TELE- a 0 O ci a w > COMMUNICATIONS ` fl) o m AREA: 12,982.55 Sq. Ft. °' o Q TOWER CO N C C' ;n 0 HGHT.: 33.75 MAX. �*+ ,� a a 7 97' HGHT.: s0� 4) -c a � W � CIL F.F.�722.84 w J BASE F.F.=718.40 v v O w41 250.00' BE <� /1 -a S 56'06'39°' E t0 - BEND �J w 1 -Ei' GV .1 78 x8'. F" f & TB `'O 50.00' 3 N T TEE & TB. o �' w EOG ow '�' & X 8" WATERMAIN LINE .,B.. ° a �`' 20 00' WL E MT. 1-6- GV ''� , = Q ---aQ a- �<� a. 56.09' NOTE: 0}} aao N Cy x a o o o zO _ PROP DPIVE oo �0 A Frederick County Conditional Use A r0 ii Win a- ~ o EOG � � �' � permit shall be obtained prior to 125.15' r� any construction for the installation o _—' 10.50 of the proposed telecommumicotions _ BOLLARD— cn P P i c� �" E� -E6G I� EACH SIDE AFH SS #2 n &ENB z o TOWER tower. Z ' N 56 6'39., Ws{j;l�j �' �~ W N5fi'06'39"W 1499.46 _j Z fk r J LEASE 87A-12 , z Z REFS I LOT -Q DENNIS L . RIDINGS vim► �r.rr err. w�rr U w USE: VACANT ex_ ZONE: RA PL'vii of e Df T RFf S & A. of Ct l / I U TI4Th{�' G. AINTER � Nb� 60 J r \ ��b o �t�. f i40 3 Gl�ww n z SS�I ONAL w \ C. I.: a Ln SURVEY: r Painter -Lewis, 2' P.L.C. l DRAWN BY: JOB NO. n o 4U U 4U 120 TGP 9902014 w a SCALE: DATE: 1"=40,0' 01/28/03 Scale 1 " = 40 ft SHEET: 3 /10 J + 716 I `� 1 720 71g 4 716 OO V, / / 114 / E , a i ''IC MP a 4 4''r ',itC'e Z Lj EL N Lj Z�'oZ a I U SF 1 I I, M 0 � I r (D U) Lid — ��2 I O 1p 9LZ a o ` 1 \ CN �,a I 1 I La.1 J I I jqa I a I o Z 00 9z� O ' N \ r I r A I G 40, N < (V N n I I I 772 710 Va U •n -/ 0 --- --- EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE 0000000°o°o°00000°o CONSTRUCTION CE 0000000000 000000000 °10202020202020295201°°°°°°°°°° ENTRANCE 3.05 SILT FENCE $F x x X--- X 3.08 CULVERT INLET PROTECTION 3.18 OUTLET �P o0 0 00°0 00 oOOOO�o° PROTECTION o°oocoo 3.20 ROCK CHECK DAMS 3.30 TOPSOILING 3.32 PERMANENT SEEDING--- 3.35 MULCHING ® MU 'VO \ s U�'�+..... 704 0. 0 3, tip, f 0 Zb`•� ,�, so J C Z D O Z f- a W 0 cc LAJ LLJ (/) w Z O � z (� Q 0 W Z W V O �--- Q E U � U Z J �_ w W W V _ O O 3 o Cy Q W a_ a. O W � a {n d O ■ N N 'J v N N t � CD (0 O W Y 0 C 3 J 0 ' a v C WI U Q 0)u u o Z0 � � v j QN O aM f- w { J Lj Z) Z 05 J! O�? U yTH OF 1-N U a 4 {4ffl1w o�QS10NAL �G1 720 ___� N z 7,a I SURVEY,C. I.: ' Qv" �a Painter -Lewis, 2' _. :. P.L.C. 718 O } ?'a ~ 40 0 40 120 DRAWN BY JOB NO. N N ; TGP 9902014 lie - SCALE: DATE: }. 714 1 "=40.0' 01 /28/03 Scale 1" = 40 f t SHEET: r N ,� 712 4/14 �ac:)4 u� I ' e t { i 1 ' f EX. 20' HIGH OPAQUE --fi - EVERGREEN SCREEN (LEYLAND CYPRESS) TO REMAIN lL1 Z 1 � ; Z C] `i EX. 3' HIGH DOUBLE --- �-� ROW EVERGREEN SCREEN (LEYLAND CYPRESS) TO REMAIN 1 rRFF�./ O`Cti LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE M-1 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. N _ _ CAT `" ... WfTN FVLGt LAND C f lypS APCTIV f $OFF E SCREEN ER ..� 4 EX. TREES do FdUtCH FX TRF'FQ A, u �n TRF£S Ek. TREES & 441jt CH fk TR�FS & 4UICH _ \ 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 00 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 M9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. `' Z STAKES SHALLSE 2"x2"x72". 4 O 4 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. _> (E U 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK W BURLAP ONE THIRD ON ALL B&B PLANTS. W Q J� 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE; ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN T}1EIR APPROPRIATE SEASON. THE. CONTRACTOR SHALL u- GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM Q C)TIME OF INSTAILATION. r O Z 06 _ i ' S Wf HA Nosy C %crf CAPE SCREEN FFER i } 5 CATAG0,4�y C • '�acrfvE evF FER a o o PROPL TELE- COMMUNICATIONS TOWER HGHT,: 60' BASE F.F.=718.00 Ww L Z m C ZZZ Q Q 1- U U Q � J Z Z w J Q C' Z d V 1 1- W 1— :2 U W 0 0-C�Z U.JU ZLAJ ��� W w G� O_ H ►— C _ Q � a uj a- d 0 O ■ 0 0 ■ Cy a ._0 � r ■� N � � C N N N L ._ d W 0 p,00� J 0 ' Lo Ln °' a W - C m = Q c_�_ Z ° I E Uj Q N a� PROPOSED PLAN/ Lis i COMMON N4ME 51Z£ SPACING KE OTY SOTAN/CAL NAME _ 2 "" Ca/ see plans AC 9 Ace,, compestre Hedge Maple 4 ' 9M9 9'- 10 ' o. c. Cupressoc par/s /e /ands L e land Cypress } yp CL j White Oak 2 " Ca/. see plans OA 7 Ouercus alba Overcup Oak 4' ht. see p/ons OL 50 Ouercus / rota Royal Pou/ownic 4' ht. 20 f o. C. PT TD 60 24 Paulownia tomentoso Toyus cuspidato Oenso' (female Cushion Japanese Yew 3' Bc{rB 4 a.c. Joponese Ze/kovo 2" Cc/ see plans ZS 10 Zelkovo serroto 1 Dz �U Z OZ loft *a U 1,1 Py'S H Op v J q� TIMOTHY G. PAINTER > N 260 of SSIONAL SURVEY: C. ALL SIZES /ND/CAT£ PLANT HEIGHT AT TIME OF PLANTING I i . Painter -Lewis, 2' I P.L.C. 40 0 40 120 DRAWN BY: JOB NO.; TGP 9902014 SCALE: DATE: 1 "= 40.0' 01 /28/03 � Scale 1 " = 40 f t SHEET: 5/10 III QD W + 8x8x6 LINE > Y? i� C14 A d. T S J W-00 _v "S" C14 TEE & TB WL ESMTcA 8- WATERMAIN LINE I T CIA' (2)-B* GV ;z 7' 16+03 lo+N.00 E 0 GV . 'Cl M 9 3 Z PROP. qTENM4CE FA(3LJTY uj r. I 714 PHAN 01 AREA 12. Ft Q) HQHT.: TWO M%T.'- 30 Q. 4b- cr + NOTFBJ 31 T�4E PR fAJNQLN, i F SHALL 51 !PONLATI—V p STATF Mf N' 7 720 > d1z, 0; \AA r 22 Ile, .4 a cc 12+00 -Aw 4­, 4-(v_77 u '.0 Fps.0 u 45' BEND & TS 2"0 WATER fa SERVICE 'T k.: IF zz ry A VAULT T13 2- C RP I I \ STO I:bMr —5 cd: 4� FACILITY PROP� JELE 1)� FAC�TY PHASE 11 V2"O WATER PHASE I b3:q,:l I C(0)MMu A AREA: 12.1 AREA: 10.28 Ft. CimiL, 55 MAXt- TOWO SERVICE U a - HGHT.: 75' z ie COPPER;, HQHT.: N 759 Sq. TYPE F.F.-722.84 F.F.- 84 MG BASEF.F.-718-00 BEND + & BOY E 8 8" WL 20.00 WL ff4YT. 1-6' GV V��2 69 C id WAT� �IN LINE -13" 20.00' WL ESMT. + 22r--li 22. 45' OZ. FH 2 �BEND FH SOLRp) ASSY. & TS CH 5 #1 TEE EtT.8 716 Assy. 1-6- GV — N5606'39"W 1499.46' - 20 LEASE no 'rE—LOT 0 v r+ 000 o 11 A paw our E,p N 0e, SMITH. USE. RESIDEN'TIAI, ZONE. P A LOOPED WATERMAN PROFILE LINE "B" SCALES: (H) 1" =50.0' (V) 1 5.0 7301 E X. GRADE — -- ----- PROP. GRADE 725 PROP. GRADE 725 wo� EX. GRADE 720OVER 720 36" COVER PROF. 2,050,._.05'-8"0.,PVC -36" MIN. SDR-21 NATER MAIN -COVER 715 715 PROlf. 2,050-05- 8"0 PVC,-/- .................... .. ..... < SDR--21 WATER MAIN _PROPERLY ... COMPACTED LIJFILL MATERIAL z 0 z 00 -ur ----- - F-� u ._ a. K 0 z — ---------- ------ 00 z z _2­ - - ------ --- ui W. - U3 uj m Ld m 0 ou m ­ . ___* z tLt- U) _0 0 U-) Ft. -2t uj 0 ul Z, Ui X 00 CN co LA_ 00 LA- 0 00 00 —1 < k_ 0 :j- X M Z_z X_ 0— _ Q > CL a. CL a_ a_ CL - ly- rr_ Q� 0 C() F- -0� -W CL -- 0 - ------ < F- C) 00 .-- 04 T, r, 't- 10 0 + + + + I + + + + —.__ __.. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 F­ zO CL L m LLJ __j LLJ :z LL_ 0 CIL M :z ck: CL Ll 3 z C) V) :Z F- LLJ M LLJ F— � 0 CL :z M cD LLJ LLJ F- F- C) V) 0 :z :z LLj L5 ci P 0 n cy n LAJ FLZ C) Q) 0 a_ Cn ■ 0 41"' (0 0) c am 0 r- 04 Lf) a N c (14 41 Q0 0 (t) c 0 0) 0 a It ui0 �__ 'IT > Lf) U-) 0 c c: M (0 0 uj u U Z E V) N 0 CL LJ _j Lj D Z V) z 0 z gas Im u Lij OF 11MOT*Y G PAINTER Rig— 8260 �o +jw jQ3 �w TONAL SURVEY: C. I.: Pointer -Lewis, 2 P.L.C. DRAWN BY: JOB NO.: TGP 9902014 SCALE, DATE: AS SHOWN 01/28/03 SHEET. 6/10 N, 00 o ,ry 8" WATERMAIN' c rn e « LINE A cv a + x8F /+ 8"x8" + + \� TEE & TB +.' + , 04 m 0.00Wl N8A q \ 16+ 1 �1410+00. 0 7E T9do 60X� �` PROP TRUCK M�!AINTENANCE FACILITY s 0 1u ADDITION � PHASE III I- 8"x6" 9+ - AREA: 12.OQ0 00 Sq. Ft. ' HGHT.: TWO (2) SIpRY, HGHT. = 30 1 -8" t;V 1 e 1 F.F =725.:�5 3 ©p 8 F = 713.2+5 1- ,ASS ,�k \ BOIL 1l0 7 720 FH 4 0� t N r 11+00 w \ 22 fu �•J �ryx � 12+00 a I Q '14 45' w Q BEND 1101 �ryxti i^y LTG �� qNM(t.o: , r 2"0 WATER. C11x SERVICE W �7. z05N -. - �.. VAULTT-1 q _. - • QG ' 2" C RP. �1 Wt,,! STO a, c5x �1a ``a±MCNv PROP. SH FACILITY PROP SHOP FA�IIITY q r• in ADDITION PHASE II v ,� V2"0 WATER ADf31T1ON - PHASE II =Z�r p. AREA: 12,9 55 Sq, Ft. F SERVICE AREA: 10,268.0r Sq. Ft. N= � °i MAX HGHT.: ' �rp COPPER. HGHT.: 33.75 MAX. xa ¢ x `_ F f,s 3 .75 TYPE "K wa F.F.=722.84 ow f� _ 1_8*0 GV ` \8" I t ` * TE8x8 fi & Box E & 6WL RMAIN LINE 8WL' T. 1-6" GV B o 20 . Wl 00' ESMT$ o + I + o --- --22 - U PROP TELE- \ ` COMMUNICATIOIN (k Z rs TOWER cy HGHT.. 60 BASE F.F.=718&.00 45. BEND' �& T8 ££ 69 Id ""_ _ __ _ . _..✓ --,.. ....r.�. - A—#2 — -&ENDa 1-8' �YACH.) SIDE i TEETx PS Y.fH ASSq1-6Gv �olt4< 996' N56'0639y LOOP WATERMAIN PROFILE LINE "B"(Cont. _ SCALES: (H) i" =50.0' (V) 1 " = 5.0' I 725 725 ,i-PROP. GRADE GRADE 720FEX. PROP. GRADE 720 EX. GRADE EX. GRADE 715 I 715 36" N 18' o S TV — COVER SEW. ' 1$" MIN. / CLEAR .. ! 1 i PROP. 2,050.0 '-8"0 PVC T_ W z S -21 WATER MAIN 0 i 0 w O m r,-> o w { ; Z 0 Z 0 CD i w cn � N Q . � r .. 0) 8d � Q I- Lw 00 L_ CO 0 z Oo O < � � �� 00 x ll W: u O o O o c0 V) i I `n 4 Z00G> J 0 0 0 �n 0 Cn 0o r; - o o O co + + + + + + W CL N 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 1 LEASE LOT NI Z C cn O W c/� 0 Z_ J W ,_•J Z � W w Qz J g h- a" C.� Z Q d Z W i— � V W � a- In Z (3 Z Q � 044 W O Z Q 0:: Q Q Or 0- 0 0 O = ■ V O ■ CA .J p , v ■+ N I I I` V_A♦ .� Qi N N L C) U1 c W 0,Ozt 0B J 0 ' In Syr o � v o Y. m 0 = Q W E __. � ZID � v u o �� I�ww aN 0 a� 0� z� ~w J W I DZ 1t1, I o Z rlWrr► vrrrr►� U w OF `/ TUIiO G AINTER a N,X�8260 G SS10NAL SURVEY: C.I. Pointer -Lewis, 2' P.L C. DRAWN BY, JOB NO.: TGP 9902014 SCALE: DATE: AS SHOWN 01 / 28/03 SHEET: 1o general backfip is fIV- lull, r N x83Al,-, +sz 994 `cam NIdW8314M "gl zi- Ld WrUrx a eQT�S s 9S �pOC,tO + -- �o 8^ WL cv ,d. 3N11 NidWa31(oodM.- �a �lw l rti 4 nw~ o aoW^�'0 \ \ E o p y� \ 8 p CI O m .4 t + t � �Poo CA � N d�Y in 56 N 5yze" 0 .9 r '00��1'. `0 2 I 9 i \sit `�� 0 C- / s Lt / 9pN o 50 0 50 50 tt — / / Scale 1 — 50 ft i WATERMAIN PROFILE LINE $$A$' _ SCALES: (H) 1" =50.0' �- (V) e„ = 5.0' 730 -- -. - 730 EX. GRADE 725 __ _ _ ___ . 725 I I 720 720 EX. GRADE 715 _ .. _ __.... _____---__715 36" MIN. 1 a" O- TM . _ .-S€V1�:- - - 18r�0 STM. �OVE� -- w Z $ J _ �#Mt-..._ CLEAR O -z. Q O _. . PROP. 603.91' 8"O PVC, j z S R-21 WATE MAIN w __ _ o z aCL o Lt- 3 0 J _ tCl-,—.--- --- L. OO x Z ILr 0 CV .�;;..Q I—_X.... '- A — w ry _ _ _ _._ a �. _ __ __� _ _.___ _ ___ _ .. LLi Z zI—� C) O a to r� n Z IQ- r Q fn + { W a N -- - 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 general backup (see note) cortcret 'select backfill to rote) 6' O.D 6' genera! baCkfil! I rave note) 8" I' select baCkfill ee rote) 8 O. 112 O.D 6" CONC%"I CRADLE i' select backfill ee note) Er t120D 8' CONCRETE ARCH _.___ general backfit! NOTE. To be compacted to 95% of ASTM D698 maximum density at property One 14ee. note 2) roadway box _ 2' type K copper hjbirtg (no joints from ream to curb stop) rV V sadd4e with ] r'tXpnrlttiOn stop / WA181 Blain hall valve, curb stop -f with FIP ends, with 2' gate valve operitting nut CUTOUT DETAIL (typical) TRENCH & BEDDING Figure 1 VBHH77. 156HC 11.77 2" custom setter (meter by FCSA.) cast in place access - standard bat top door, centered in for 4' diameter lop (senote 1) -- nAnhole 7 max snisnec! - --- ` --� _grade ion r ageaWas N I v- sokd support blocks under custom setter 6' stone bedding NOTES I Access door shell be by Halliday Products or our approved equal a) in non traffic area model no. S1R3030 b) !n traffic area mode! no HIR2424 2 Wafer service crossing street shall be encased in 6' din SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one toot beyond sklewsik 1 1 /2" and 2" METER INSTALLATION Figure 6 form board 6' mErtimum• machine excavation limit )il=, ) "'+"' gate vaiwe u � gale valve trench bottom & boxes " & box indtslurbed earth - stone bedding TEE, VWE, OR PLUG TYPICAL SECTION In lieu of wood forming the biting may be wrapped wqh 'denotes hand excavation olyethylene, and the concrete poured to canpletely surround 'D" 12' rntn for 1(Y and smaller pipe p .he %og and against undisturbed soil The bearing rliinenstons 'D' - IS' min for 12' thru 20' pipe against i disturbed soil shaft remain as shown see chart below for A. S, C dimensions CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pµta Das. Plugs, Wyss a Tees A B C 111 1/4' and 22 1/7 Bsnde A B C 4s` and 90 Bonds A I 8 C 6 t -0' 0.9' VO ry'9' 0-9' lr•Q' V-3" 01-i3' t'-9' 8' 1 -3- a-Ir 1'-3" 01-V a-9' a-V t" Ir a-Ir 7 3 to- t' 6 V 9' 1' B i'-0- t7 9 t' 3" i' V ry 9' 7 6- i2' 1 9 1 -0 7 6' 1'•3" t' 0' t'-8 7.0 r f 111 2'-0' t'-0" 3%0' V-3' V-0' V-6' 7 6' t'- -0" 1e' 2' 3' V-0' 7-6' I'll' t -0' 7-(' 2- t'-0" 4'-6' 18' Z-f 1' 3' 113'-9 1 -6' V-3" 7.0' 3 (Y t'-3' 4'-9" 20' 2'-Y t'-6' 4'-0• i'_9" t' 6" 74r 7 3' 11 1/4' THRU flit' BENDS gatv f ? rods over fittings end _- embedded in concrete thrust blocks . y Fl I TING SIZE fjZ_at NU. RODS EMBEDMENT a 12' & LESS 8 £ 2 30' 14' - 20' 8 2 36' w Concrete --- -1?�� W VERTICAL BENDS stone bedding 6' - - 1 3 Z 8' - 1 1 23 O 10' - 1 8 3J J THRUST BLOCKS FOR VERTICAI. t 2' - UP BENDS SHALL BE THE SAME 14' 0.5 1 2 1 7 2.8 3.9 55 76 Z d.. AS FOR HORIZONTAL BENDS IS. 09 23 5 1 - 18' 14 3.2 6.3 - Qi 20' 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Z Figure 2 W Q W � 3 0 Z 3 concrete pad ---, S' sq, ■ 6' deep Itor vailves 12' and larger! Note this detail is also used for buttedly valves GATE VALVE Figure 8 3' dia schedule 40 Steel pipe filled with concrete and painted yellow 1 R' d4a concrete. encasement inrusr 01OCK 1 .Jr1T71. eoLu►Ro DETAIL direction Of setting to be approved prior to installation as required_ _ cork rate pad t'$' sq x 6' deep 2' min. 6' rnax_ 11L . 4' StOne' I screw type I �AdlUalet)fe valve box atone to be rnirnrmum of 6' above top of base locator marker stone -� wkrns , aiNairmow t. FIRE HYDRANT ASSEMBLY Figure 9 z 0 a_ oc U Cn W C) Z N Z w U W � N ooa Z — W W 4 Q O :z M U) 0 tip V � L W Q o.. I— O U W O 0 ■ O ■ ry a 0' V) N +� � N N L O tD a W Y O 0 3 a a� C �; 0 C = a E U Q N V) - U U Z° C (o ��w QN O at■ ) !r� J W DZ Z Z W O���p�,T H OF `✓�' Ad TiNO G' PAINTER " 8260 w� , qo , �+4 `SSIONAL SURVEY: C. I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO: TGP 9902014 SCALE: DATE: AS SHOWN 01/28/03 SHEET: V O STORM SEWER PROFILE Culvert 1 SCALES: (H) 1" =50.0' (V) 1' = 5 0: 720 720 PROP. GRADE EX. GRADE 715 715 710 _. __ _._ __ 710 OUTLET PROTECTIOISI OUTLET 705 PROTECTION 705 PROP. 100.00'-18"0 CMP ® 2.00% SLOPE O 00 O O h f I Q > G q > + + Z L 10+00 1LC)(K C'H1,'C A' 1),-1 Al % D") I y I I'vARSF AGt:RF'GA1p' _ � I ' Pi.uu' al I Ii.is'ti i HIPRnI' C//['('h 1_)T11,--' l.. THE DISTANCE SUCH THAT POINTS A AND 13 ARE OF EQUAL FLFVATTON STORM SEWER PROFILE Culvert 2 SCALES: (H) 1" =50.0' (v) 1' = 5.0' i - 7201 i_ 1 .1. 1 1720 PROP GRADE 715 C r—EX. GRADE 715 710 _ '/' _ �710 1$ MI C CLEAR 8" WWTERMAIN f OUTLET 705 PROTECTION + 705 PROP. 100.00' -18" 0 CM_P_ Cgs 2.00% SLOPE O co ao O 11 -Z 10+00 ,SILT FENCE CULVERT INLET PROTECTION C -- ENOWAIA --�---------- Of Fttt. — CULVERT J, �.- TOE QF Fp i. I DISTANCE iS 6' MIN41AUM IF FLOW 4 IS TOWAPTI I MRAWMENT FLOW 0I'7'IONAL STONE COMBINATION Slit FTNCR" .___... FI_CW �• 4,)1 13. #357 nR A5 rpAR_SE AGGREGATE It) REF•LACE SILT FENCE IN HORSESHOE WHEN Hir.,l VELOCITY OF FLOW IS EXPECTED ---CLASS I RIPRAP 11 +00 g . i Liz a EROSION AND SEDIMENT CONTROL GENERAL NOTES A. Ali work shall. be done in accordance with the Curren STONETONE CONSTRUCTION ENTBANC�vi' an edition the Virginia Erosion and Sediment Control � -� ' Handbook and the standards and specifications of the County of Frederick, Virginia. m, N{N EXISTIM B. Al Frederick County Grading Permit and permit fee are _. PAVEMENT -A required for this project. A pre -construction meeting with. 5:I the local program administrator is required prior to commencement of construction of this project. F {L TE12 CLOTH g^ qIN. A MOUNTABLE BERM C. The local program administrator shall be given a one (1) SIDE ELEVATION week notice prior to the pre -construction conference, the '' --- --- - -" commencement of any land disturbing activity, and to the Ex{sTIrs GRm�n `\\ final .inspection. 10' MtN, D. The contractor is responsible for the installation of any e MASHRACK 10' "r' additional erosion control measures as may be deemed fDPTIflNN.> _i necessary by the local program administrator. 1 ^� To, MIN. \ SEDIMENT AND EROSION CONTROL NARRATIVE I2• NTN �'---- EXISTING PAVEMENT 1. Project Description: The development of this project consists of the construction \� of a proposed office addition, two (2) shop extensions, and VDT 01 I � PEISrTIVC DRAIWA,E Ur �+ service truck maintenance facility, with related driveways COURSE AGGREGATE TO SEDIMENT _ I TRAMNCO 11FVICC ,}_ and parking facilities, site grading, water main extension, • NU$T EXTEND FULL WVTH I storm piping, and site landscaping. Of ?MGM$ AND F amass PLAN VIE W oPERAnoN 2. Existing Conditions: The 17.9448 acre tract is currently partially developed and 7 ,u �s being used as the office and shop complex for the M,N rongate, Inc. steel fabrication and erection use. This parcel is "Lff shaped with approximately 133 linear feet of road frontage along Fairfax Pike (VA. Route 277) which provides access to the site. The bulk of the tract is +iL TER CLOTH --=`� located behind some residences and a church that front onto SECTION A -A Fairfax Pike. This project is located approximately 2.5 _ _ __._ a _r---------------- miles to the east of Stephens City, Virginia and is _ currently zoned M-1 Light Industrial. This has created a spot zoning in the area with the surrounding uses being ' primarilyresidential in nature. The area is generally rural with sparse residential and small business. The site is gently sloping from the west to the east with a natural swale through the property that conveys the storm water PLINFVRCEn CONCRETE'' DRAIN SPACE through the site. This Swale coincides with the existing property line and will remain undisturbed with the additions SECTION B-B - proposed for this site. (See the site plan for the layout of - the parcel.) 3. hdjacent Areas: C�ON,`>TRUC�•TION (.f' rA l SILT FENCE' The site is bounded on the north by Fairfax Pike (VA. Route (WITH WIR.1,' SUPPORT) 2'17) right-of-way and the rear property lines of the I residential and church uses that front onto Fairfax Pike. SET POSTS AND 0CAVAIE A 4'X4• 2 STAPLE waar FFNCUNc It, IFIF: POSTS The land to the west is currently undeveloped land being TREKH UPSILOPF ALONG ME LINE used for agricultural purposes. The eastern and southern OFPM75 boundaries are bounded residential and agricultural land uses, as well, with a very low residential. The residential land to the south belongs to the owner of this parcel and is part of a previous Ridings family subdivision. Buffers have I % _ been proposed along the boundary line of the residential uses to the north to help screen this more intensive use. 4. Soils: =11�I - `��I� i The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously for the planting and harvesting of agricultural crops. 313: Blairton Silt Loam: (2%-7t slopes) FLOW Hydrologic soil group B, Class II Soils. _._ 4 -- (Approx . 45%) 3 ATTACH THE FILTER FABRIC To THE MILE: 4 BAi`�r'TLI AND GOMPACI 114E 41C: We,i kert_-Berks Crlannery Silt Loam: FENCE AND FXTEND IT INTO THE IRCHCH EXCAVATED SOIL. (7 $" 1 5B slopes) Hydrologic soil group B, Class II Soils. (Approx. 40%) ' 44B: Zoar Silt Loam: (28-7% slopes). Hydrologic soil group B, Class Ii Soils. ,r- (Approx. 15$1 '(i�1�(� (See the attached exhibit indicating the soil types.) _� 5. Critical Areas: C1 . ( FLOWC ', I There are two critical areas of the site. The natural Swale ! which conveys the majority of the storm water through the 1i site and the existing farm pond to the south of the proposed development. These areas are subject to the majority of the EXTENSION OF FABRIC AND WIRE INTO THE TRENCH I storm water runoff that. passes through the site and pose the greatest areas of sediment deposition during the I construction process. These areas are gently sloping and F+LIFP FASRtE _._,- y with the appropriate control measures can be easily 1 maintained. - ) , I 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed 1 prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Fairfax Pike Roadway. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed or �✓ I during development of the site. The existing vegetation :ZVlits'�?. tj t 7 along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. ,. t � � �' � - �•- -� �~'' c. Soil stockpiles must be stabilized or protected with 1c \ sediment trapping measures to prevent soil. loss. Utility trenches located outside of paved areas shall be seeded and 41C,,� / 98 mulched within two (2) weeks of backfillinq. 41D d. Upon completion of construction, all permanent erosion 4 G - and sediment control measures shall be installed. After 98 stabilization, the temporary erosion control measures shall 41D be removed, as approved by the local program administrator. "- All vegetative cover shall be checked regularly and any IB P damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e., All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by -38 41Cinstalling perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of / 3 such measures, as .indicated on the plans. +� � 4 B V \ f. The contractor shall be responsible for the installation V j and maintenance of all erosion and sediment control 3G 1B / measures. 41C v41C fn 47 7. Construction Sequencing: C (� PHASE I: 41E 1C 41D* 1_ Site Preparation: (Joins sheet53} Hand dig test pits over existing util.itie5 to determine their, depth and actual locations. Secondly, the limits of the drain field areas shall be staked and protected to prevent encroachment or undue disturbance of these areas. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: A. Installation of vegetative and tree protection controls around the existing vegetation, as needed on the site. b. Construction of the construction entrance. (7. Insta.11ation of the silt fence along the fill areas of the main service drive, as indicated on the plans. d- Installation of the proposed check dams in the existing Swale areas to protect the channels. co PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed, and stockpiling of the topsoil. in the designated area. b. Rough grading of site. !I c. Building pad construction. d. Installation of the proposed storm utilities. e. Placement of check dams for ditchline protection and z installation of the inlet protection. O CL - Phase II Controls CJ f. Curb and gutter installation. g. Final Grading of site. Q h. Stabilization of all lawn and slope areas. Z i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. 1. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. W { A1.1 measures shall be inspected daily and after each �t significant rainfall. by the site superintendent or his -s representative. Any damaged structures shall be repaired or r' replaced by the end of work that day. _ O a. The construction entrance shall be maintained so as to control. the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of '0 0 the construction entrance construction. If this measure Qi fails to properly clean the construction vehicles, then a 0 wash rack must be installed as directed by the .local program Z administrator. V) 0 b. The rock check dams, inlet and outlet protection devices, J J and the si.1t. fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be Z cleaned carefully so as not to release the trapped sediment 0 W downstream or on adjacent properties. c C, C. The sediment traps shall be checked regularly for deposited sediment. If sediment is trapped or if there is excessive buildup of sediment in the bottom of the traps, then the traps shall be cleaned carefully so as not to (f) release the trapped sediment downstream and disposed (Jj properly off -site. N Old F-•a d. All seeded and sodded areas shall be checked regularly to Z Z ensure that a good stand of grass is maintained. Areas shall LJ 0 be repaired, fertilized, and reseeded or resodded, as required ►- 0 Z vi Q 1.1.E 0 Z LAJ :N U W V) <t pL n Z_ Z Q � V 0 0 0- Z 6 W Z ~ 0 Q Lo 0- 0 40 'J l.L S Q ♦ ♦s O V O r N 0 a0) OU 0CA N w I CA Y / Nt U V) t7 (n CD 00 W J ° ' n ccv C C (1 W °° -C --1- �U N C' U Zo C �, �,3�i�W o rr� QN O a� �Z(n II(IiIIRI1��' I W Z0 Z w vr(rr� rrrn► +r■w rinir► �) PLTH OF TINIO G ''PAIVTER >Mo. k60 -a;P 104,It.) 0�wsv � ♦r �ss1ONA1• G SURVEY. C.;.: PAINTER-LEWIS N/A SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9902014 SCALE DATE. AS SHOWN 01/28/03 SHEET: 9/10 HDCP SYMBOL (WHI- SOLID BLUE BACKGRO HANDICAP PARKING DETAIL N.T.S. 1 n HANDICAP SIGN 3' Min. HANDICAP SIGN DETAIL N.T.S. ® _-12" x 18" STND. .,;.., 12" x 6" STD. STND. U-CHANNEL POST FIRE LANE SIGN N.T.S. 12" x 18" STD. STD. U-CHANNEL POST CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" I- N I 2;R (0 1,.1 C 4. •..• . 6" 2'-0"---) l CONCRETE SIDEWALK DETAIL 3 PROP. GROUND Pm _ Iill! N.T.S. 6' o EXP. JNT. MATERIAL or as shown —'l on plans RESERVED PROP. GROUND I PARKING _ i _ Slope 1 /4": 1-0" a a- --� _ 3 ce o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VAN e o 0 0 0 0„0 0„0 0 0 0 0 0 ACCESSIBLE NOTES: CG-6 or CG-6R (Typ.) 4" CRUSHED STONE KTY s100-500 (3000 PSI) 4" CONC 1 ALL CONSTRUCTION SHALL CONFORM TO ADA To*-MYAY ZOW ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 6"x6"xW1.4xW1.4 WWM + 8' TYPICAL FOR VAN ACCESSIBLE SPACES & VAN 5' TYPICAL FOR OTHERS. ACCESSIBLE SIGN PAVEMENT DETAILS N.T.S. LIGHT PAVEMENT DETAIL NJ S 2" SM-12.5AL BIT. CONC. y SURFACE COARSE 6" 21-A EX, SOIL OR JI EI I Ill COMPACTED SUBGRADE I—�I I P— NOTE THE TYPICAL PAVEMENT SECTION SHALL BE HEAVY PAVEMENT D ETAI L N.T.S. 2" SM-12.5A BIT, CONC. SURFACE COURSE\ 3" BM-3 BIT CONC,- BASE COURSE 8" 21-A — STONE BASE - �I EX. SOIL OR =1=-1- COMPACTED SUBGRADEIII- INSTALLED IN ALL PARKING STALL AREAS, GRAVEL DRIVE D ETAI L PAVEMENT TYPES N.T.S. LEGEND .­­­ ..... _: ] LIGHT PAVEMENT 10" 21-A—� II —II HEAVY PAVEMENT EX SOIL ORCOMPACTED SUBGRADE =LI_I=III- I I —I GRAVEL DRIVE STANDARD PIPE BEDDING DETAIL WATER LINES N.T.S FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. O.D. + 16" FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE NOTE: " "I 0 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION 1 "0 DOWELL — 6'-0" — FRONT VIEW PRE -CAST WHEEL STOP DETAIL N.T.S. 6" STONE BEDDING ' I-- 8" TYPE "A" CONC. (3000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROAkCH AREA AS WELL AS THE DUMPSTER PAD. BOLLARD DETAIL N.T.S. 6"0 CONC.-FILLED STEEL PIPE PAINT YELLOW CONCRETE APPROACH APRON & DUMPSTER PAD DETAIL N.T.S. 12'W x 12'D----�, (OR AS SHOWN ON PLANS) Slope. As Per Plan �� pOn0�00O000 QD a 8 1 /2.. 1 "0 DOWELL HOLE CONTINUOU #4 REBARS �J END VIEW 3'CAR STOP Ex. PAVEMENT STRUCTURE STEEL DOWELL hopco NO. 11-251 OR EQUIVALENT SINGLE OR DOUBLE STND AS REQ'D FINISHED GRADE 18"0 CONC. BASE (3000 psi) AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE CURB 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REQ'D PER STND MANU. PROPOSED GRADE 4-#4 REBAR-3" MIN. CLEAR CONCRETE(3000 PSI) DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. 2x6 TOP RP 1 x6 BOARD, FRONT & B, TOE NAIL E/ W/ 2-8d N (EA. RAIL) 8'-4x4 POD 2x6 BOTTON ATTACH RAIL W/ 3-1 Od (EA. RAIL) 12" DIA. PC FILL W/CON NOTES. ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT —DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. NOTE: PLANT SPACING VARIES-iSFF PI ANSI PRUNE ALL BROKEN, DI! #5 REBAR 0 8" CC EACH WAY ALL SHRUB BEDS TO EXCAVATED OF ALL E) TO REQUtRED DEPTH W/ REOUIRED SOIL M MULCH TO BE 3" DER COMPLETELY REMOVE 1 STRINGS, RIBBONS. AN, TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUt ROOT BALL. SCARIFY ROOTS O. BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT ---� SHRUB PLANTING BED SECTION NOTE CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT - UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & — ROPE FROM ROOT BALL. MIN TREE PLANTING SECTION L j' cZ Q J a F— W n C/7 LAJ Z J W V J z Q 0' 0 H Z W 111-- V 1111-- 4 V) Q a_ d= Z M Z < �—LLJ W V) Ad Z N Q O Z W � Z = Q03 Q � �O w O = a O 0 ■ N a 0 U1 N t� r U N ■+ I � U N N •� NN a cD s` �--, 0,00® W ,` 't 4 3 O > 4� c a - W ma)_oE. .4-, U a N O r D Z ��W N 0 aM f z UJ I$II}jt` IIII�I I ' 41.' -j Lt1 FIUF V) 411,, Z 0 0z W vi& �i UIIiIIYI C 5' 7" "f H OF bl 4 O TiAK3� PAINTER 8260 G OIVAL SURVEY: C. L PAINTER-LEWIS N/A SURVEY DIVISION DRAWN BY, JOB NO.: TGP 9902014 SCALE: DATE: AS SHOWN 01/28/03 SHEET:10 10 IRONGATE, INC. OFFICE AND SHOP ADDITION AND RELATED SITE IMPROVEMENTS PROJECT: IRONGATE, INC. OFFICE 6 SHOP ADDITIONS AND SITE IMPROVEMENTS 201 RIDINGS LANE COUNTY OF FREDERICK, VA ENGINEER\ PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER PARCEL INFORMATION: OWNER G DEVELOPER: IRONGATE., INC. 201 RIDINGS LANE WHITE POST, VIRGINIA 22663 (540) 869-5100 SURVEYOR: PAINTER-LEWIS, P.L.C. 302 S. BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662.-5792 Contact: ELLIOTT RITCHIE PROPERTY ID NO.: 87-((A))-12 SITE AREA: 17.9448 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED USE: OFFICE AND SHOP COMPLEX FOR STEEL FABRICATION AND ERECTION CURRENT USE: VACANT ZONING REQUIREMENTS: ENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (IMPERVIOUS AREAS < 0.75 x 19.9448 Ac.-13.4586 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 60 FT. SETBACKS: FRONT: 75 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 25 FT. SIDE: 25 FT. PARKING: SHOP FACILITIES: 1 PER EMPLOYEE SERVICE VEHICLES: 1 SPACE PER VEHICLE PROJECT: SHOP FACILITIES: OFFICE EMPLOYEES: 5 EMPLOYEES => 5 SPACES SHOP EMPLOYEES: 6 EMPLOYEES => 6 SPACES FIELD ERECTORS: 14 EMPLOYEES => 14 SPACES SERVICE VEHICLES: 20 EMPLOYEES => 20 SPACES TOTAL SPACES REQUIRED: _> 45 SPACES PARKING REQUIRED: 45 SPACES TOTAL 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 F.A. VAN ACCESSIBLE SPACE) PROPOSF.h DF.VFLOPMENT: PROPOSED OFFICE 6 SHOP COMPLEX FOR STEEL FABRICATION 6 EREC_TION FRONTAGE: 133.n4 F1'. PARKIN(-;: 62 EA. PARKING SPACES (INCLUDES 3 EA. HDCP SPACES, INCLUDING 2 FA. VAN ACCESSIBLE SPACES)) LOT COVERAGE: BUILDINGS/STRUCTURES: 55,11-1 SQ. FT. (1.2653 ACRES) PARKING/DRIVES: 96,204 SQ. FT. (PAVED) (2.2085 ACRES) CONCRETE AREAS: 2,117 SQ. FT. (0.0486 ACRES) GRAVF_I, STORAGE: 147,018 SQ. FT. (3.3751 ACRES) TOTAL TMPF.RVTOIIS AREA: 300,456 SQ. FT. (6.8975 ACRES) F.A.R.: P.A.P.: Ac/17.9448 Ac = 0.0705 < 1.0 OPEN SPACE: 17.9448 Ac. - 6.8975 AC. = 11.0473 Ac. (9.3,085 SQ. FT.) (61.6%) IANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) I Tree Per 40' Perimeter Perimeter Screen Along R-O-W 6 Adjacent. Properties (3' High Evergreen Hedge) 54; Interior Landscaping Islands Proposed Parking Area: I Tree Per 10 Parking Spaces P1"W vII F!1: 1 Tree Per 40' Perimeter: 149 Ft./40 - 18.73 _> 19 TREES (Required) -> 20 TREES (Provided) Perimeter Screen Along R-O-W 6 Adjacent Properties: (3' High Evergreen Hedge) 5F Int.erior Landscaping Islands: 24,129 Sq. Ft.. X 5% -> 1216 Sq. Ft. (Required) I,andscape Islands: -> 3796 Sq. Ft. (Provided) Proposed Parking Area: I Tree Per 10 Parking Spaces 62 Parking Spaces/10 -> 6.2 TREES (Required) - . 6 'rREF.S ( Provided) R FP'F.R: CATEGORY "i"' BUFFER ALONG ADJACENT RA PROPERTIES. 947 I:INEAR FEET OF BUFFER. - SEE PLANS FOR NUMBER, TYPE, AND SIZE OF TREES. AND SHRUBS REQUIRED. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL. BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL, LIGHTS SHALL, HE DIRECTED SO THAT THF.RF. IS NO GLARE OR ILLUMINATION OFF-STTF.. J. ALL EASEMENTS, WHICH ARE APPLICAB[.F. TO THIS SI'I'F:, HAVE BEEN INDICATED ON THE: PLAN. I. TWO OUTDOOR DUMPSTF.R FACILITIES HAVE BEEN PLANNED FOR THIS SITE. ONE. UNIT SHALL BE !ISED FOR NORMALLY PRODUCED TRASH AND RF.FUSF,; AND THE OTHER SHALI, RE USED FOR MISCELLANEOUS SCRAP METALS. 4. DEVELOPMENT OF THIS SITE WILL NOT RF.SITUr IN THF DISTURBANCE OF' ANY EXISTING ENVIRONMENTAL. FEATTIRF.. STONED OUTDOOR STORAGF AREAS HAVE BEEN PROPOSED AS PART OF THF DF.VFLOPMENT OF THTS SITE, AND ARF DESIGNATED ON THF. PLANS. F, . THE PROPf)SEP TELECOMM IN I CAT IONS TOWER IS ANTICIPATED TO PART OF THE PITtIPF. L)EVELOPME.NT OF THIS SITE.. NO CONSTRUCTION OR USE OF THE PROPOSED TOWER ':ITE WILL BE PERMITTED WITHOUT THE: APPROVAL OF A CONDITIONAL USE PERMIT FAY THE: 'r)UNTY OF FREDERICK, VIRGINIA. 1. THF PROP03FI, MAINTENANUF. RUTLDING SHALL BE USED BY AND FOR TPONGATF. INC'., '1NLY, ON THE PLANS. 8. THE F:Xr:STTN<I CEMETERY SHALL, REMAIN UNDISTURBED. ACCESS SHALL BE: PROVIDED AND MAINTAINED BY IRONGATE., INC. AT ALA, TIMES. 9 Nn FNVIRONMF.NTAI, FEATURES SHALL BE DISTURBEI, FAY THE DEVELOPMENT OF THF It"PROVF,MEW'TF TO THIS STTF, PROFFERS I he land and any tmprnv(-ments thereto will be expressly used for a rnetal fabrication business as permitted under the M1 zoning The owner shall enter into a common shared buffer and screening easement agreement between properties identified as Tax Map 87 A-12 and 86-A-179C to satisfy the requirements of Section 165-371)(4) of the Frederick County Zoning Ordinance This buffer shall Incorporate a minimum buffer between the two parcels of 400 feet The common shared buffer and screening easement agreement shall be executed prior to the issuance of a building permit for improvements on parcel 87-A-12 RESPONSIBLE LAND DISTURBER NAME. CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. IRONGATE, INC. SHOP ADDITIONS & SITE IMPROVEMENTS 201 RIDINGS LANE OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK WHITE POST, VIRGINIA o � F i f x Pi ¢ e o to c c l TE IINDEX TO CITY/COUNTY LOCATION VICINITY MAP 1 " = 1000' SCALE: 1 "=150 AINTFF-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT 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 EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. - FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR, HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET 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 NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP, PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN . SAN ITARY SEW SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE 1,NA1 SITE PI -AN TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC I ✓ UNDERGROUND GAS UGGCATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE J 3 WV WATER VALVE 5 R RADIUS IN FEET cl�,06�o�� *00.00 PROPOSED SPOT ELEVATION � PEA- 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). IRONGATE, INC. SHOP ADDITIONS & SITE IMPROVEMENTS LIST OF RAWINGS SHT. 1/10: COVER SHEET & ZONING NOTES SHT. 2/10: GEN RAL NOTES, CONSTRUCTION NOTES, OVERALL PLAN, and ENTRANCE PLAN SHT. 3/ 10: SITE LAYOUT PLAN and DEMOLITION PLAN SHT. 4/10: SITE GRADING and EROSION & SEDIMENT CON ROL PLAN SHT. 5/10: LAN SCAPING BUFFER, LANDSCAPING PLAN, & LIGHTING PLAN SHT. 6/ 10: WATER MAIN LINE "B" PLAN & PROFILE SHT. 7/ 10: WATER MAIN LINE "B" PLAN & PROFILE (Cont'd.) SHT. 8/ 10: WATER MAIN LINE "A" PLAN & PROFILE SHT. 9/10: STORM SEWER PROFILES and EROSION & SEDIMENT CONTROL NOTES & DETAILS SHT. 10/10: MISCELLANEOUS DETAILS APPROVED BY THE ZONING ADMINISTRATOR FREDERICK COUNTY, VIRGINIA ZONING ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1/10 FILE NO.: 9902014 LATEST REVISION DATE: 04/15/03 t, Y14 F.Oe P LOt 9 PO F� i ertY /'g post I / Church Ln O Q x I �cy Zal o < UJ 1 I � w I � Porkin9 QU WZ I Lot ap W01 < \ ? Sept c System 0 86- A- CHURCH LIBERTY BAPTIST CHURCH URCH g7 _ A_ t 2C I USE: CHA CALHOUN 87-A-120 ZONE RA JAMES TIAL U E. SMITH I USE.. RESIDEN pRTIAL ZONE RA GLE USE RESIOEN ZONE' RA 86_A-179 ' �4r03J4 E r CARLSON Ek=go.35. SH►R SC C pRS�E ONE USE' VACANT PR � RA I TR C ZONE. ` PROPOSED l g;I I GARAOGEY Ilo '\ I o � aw N Ou Ex. I1 o FUEL STATION In o A TY 0- Grovel �,°3 w =P ER LINE 87-A-12 DENNIS L RIDINGS - o Ex. X> USE. INDUSTRIAL � n Grovel ` I N e � ZONE: M1 I� POSED Ex OPOS onc. SHOP v- - TOWER SITE - - E °mp EX. IPOND I I 87 _ A I R DINGS uSE: I DENNIS VACAN T 1 I I 86_A-179C S RIDINGS ZONE: RA DENNIS L. & BERLEY USE: RESIDENTIAL 3' ZONE RA � I I � I I 1 �o. 86- A-179F I � LEE RIDINGSTIAL f - USE: RESIDEN ZONE: R A I I I{ I 1 I �I 1 I 1 I _)00 0 -00 Scale 1" = 200 ft OVERALL SITEPLAN VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV 7/95 PAGE 1 OF 2 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V4 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 V5, V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS V6 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 V7 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 V8 600 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES. INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT 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. 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. 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 TRIP GENERATION: IRONGATE, INC. OFFICE i STEEL FABRICATION FACILITY GENERAL LIGHT INDUSTRIAL: FULI, DEVELOPMENT / INDUSTRIAL: EMPLOYEES: (WEEKDAY) X = 25 EMPLOYEES T = 2.951(X) + 30.572 T = TRIPS/DAY X = EMPLOYEES ` Q �k C,P�� TOTAL: T - 2.951(25) + 30.572 -> 104.34 TRIPS / r TOTAL -> 105 TRIPS/DAY (WEEKDAY) NOTE: CURRENTLY RIDINGS LANE IS A PRIVATE DRIVE. THE OWNER HAS NO C, DESIRE TO ASK FOR THIS FACILITY TO BE TAKEN INTO THE VDOT ROADWAY SYSTEM.% �5 C4 I I E op / PO / Cv p ' 401? ' j I. 1 CT J O -� Ili Q J C7 Z Q r, Q La.J r-) u� L i U (1--O LD - N -I L.Li cy- cn D to 0 1n �0uQ REMOVEI EX. o r- PLUG & T.B. & CON CT TF. o EX. WAT R MAIN N w 0) C`I w 1 U L o� o U J BP I a C) DRAINAGE I BID I Ino 3---- o ARROWS D u o Q j CDC) (TYP.) c L c > O �C)0CU O M.2EED CJ I I O 'In Li r') I t3? J I o 00 LID Cn Ln (3) O InI ) 1 Z L L; O w a z o I- 1 r O I 1 �c 30 I � O 1 I O, (n >, C CL w 1n 0 30 Scale 1 " = 30 ft ENTRANCE PLAN MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 311, USE GROUP (S) STORAGE FOR THE TRUCK MAINTENANCE AREAS, AND SECTION 306, USE GROUP (F) FACTORY FOR THE SHOP ADDITIONS OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. THE TANK AND TOWER SHALL COMPLY WITH USE GROUP (U) UTILITY, SECTION 312 OF B.O.C.A. AND N.F.P.A. 30 AND 58. 3. THE MAXIMUM SLOPE. ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C, FOR ASBESTOS INSPECTION REQUIREMENTS. A DEMOLITION PERMIT IS REQUIRED PRIOR TO REMOVAL OF ANY STRUCTURES. 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 6. CHAPTER 17 OF THE S.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL, ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALI, RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 90 STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE: PROPOSED STORM SEWER SYSTEMS AND NATURAL SWALES ON THE PROPERTY. THE RUNOFF FROM ON -SITE RESULT IN A NEGLIGIBLE INCREASE FROM THE EXISTING CONDITIONS ON -SITE. THE EXISTING STONED AREAS WILL. BE USED FOR THE NEW BUILDING AND PARKING AREAS AND THEREFORE A SMALL. INCREASE WILL RESULT FROM THE DEVFLOPMENT OF THE FACILITY. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING SWALES ARE ADEQUATE TO CONVEY THE STORM WATER RUNOFF. THE BUILDING ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL. AND THE WATER SURFACE ELEVATION IN THE POND OF 710.00. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE. DRAWINGS. ALL DOWNSPOUTS SHALL, BE PIPED TO THE EXISTING POND OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE. AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, 'TRUCK ACCESS DRIVE, AND PARKING AREAS SHALL RECEIVE TKt MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL, BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF' THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE, REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL, BE THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL, FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF -THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR-:TCT COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED THE: TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. 6 G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR•THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE. PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE,. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL, BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORE$ SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF' CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 277 (FAIRFAX PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE. DENUDED FOR MORE THAN THIRTY (30) DAYS, THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALI, EROSION AND SEDIMENT CONTROI, MEASURES. ALI., MEASURES SHALL, BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE. COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRSp , FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TUNS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf) SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 658 KENTUC_KY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 lb/Ac. 158 SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE. ADEQUATE MEANS OF CLF:ANING 'TRUCKS AND OTHER CONSTRUCTION F,QIIIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE. TO HELP .IN THE CONTROL OF POTENTIAL IKUL) GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF' IT IS DETERMINED THAT ,"HIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL, BE INSTALLED, AS NEEDED. IT TS THE RESPONSIBIL.,ITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL HE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWEREU OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. AI.L, DELETEF11011S MATERIALS, DEMOLTSHF,D DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHAH, BE REMOVED AND PROPERLY DISPOSED OF OF'F-SITE. 3. ALL TOPSOIL: SHALL BE: EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL, BE COMPACTED TO 95A OF ASTM D-69R MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL, ENG L NF.ER . 5. NO BLASTING SHALT, BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL I.,ANDS(:APED ISLANDS, SLOPES, AND LAWN AREAS SHALT, RE(--,EIVE; A MINIMUM OF' 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALT, BF. RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.I. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THIS SITE IS CURRENTLY SERVED BY AN EXISTING SEPTIC SYSTEM THAT SHALL CONTINUE TO BE USED. NO INCREASE IN USAGE OR STAFF IS ANTICIPATED WITH THE PROPOSED ADDITIONS AND ALTERATIONS TO THIS SITE. THE EXISTING SYSTEM IS DESIGNED TO CONTROL 200 GPD FOR THIS APPLICATION. THIS USAGE SHOULD NOT CHANGE AND THEREFORE NO IMPROVEMENTS TO THE SEPTIC SYSTEM HAVE BEEN PROPOSED. IF ANY FUTURE ALTERATIONS ARE PROPOSED, THE DEPARTMENT OF HEALTH SHALL BE CONTACTED AND THE NECESSARY PERMITS OBTAINED, PRIOR TO ANY CONSTRUCTION. 4. A NEW WATER SERVICE IS PROPOSED FOR THE PROPOSED OFFICE. ADDITION. THE NEW 2" DIAMETER WATER SERVICE AND 1-112" METER ASSEMBLY AND VAULT SHALh BE INSTALLED, AS SHOWN ON THE PLANS. 5. THE 8" DIA. WATER MAIN SHALL, BE TNSTALLED AS SHOWN. 6. THE F.C.S.A. MALNTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX ANT) YOKE BAR; 2) THE: FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL, BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THF. LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER. LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE PROPOSED WATER MAIN AND CONNECTIONS THROUGH THE PROPERTY SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALI, BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. IT. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. LL u '¢ O O z Z W Z Z C Q �i U Z � W U Z w J O W Q z Z cl::� Q 0 Z W F- � U W � 0 to Q c Z U J U Z Q U U 0 Z N Q �' Z � = O QO� LAJ O O nrl d O O • N J _ O N 0) 0) +, O :3 (n (Q N r C .. N I v c QI N I N L O O �0 CO O c (n C W 0^ C o L v ai v'I3 W CD °'L�__. O U Q Q) cn O Z :3C U ° E F- QN O a� P\ TH OF 'N T1A10 G. PAINTER 9 60 "d� d d,l.Vl03 w� `SS/ONAL E� SURVEY: C.I Painter -Lewis. 2 P.L.C. DRAWN BY: JOB NO.. TGP 9902014 SCALE: DATE: AS SHOWN 01/28/03 SHEET. 2/10 / 10� / Ex 99'-12" CMP -:�. _.., � . 44% SI pe 45' co N BEND o u 1 c �f c 45' BEN J V) 2. W O ` I (W ` C `__ 86 A-179D J 3 0 _� _ LIBERTY BAPTIST CHURCH o,ji� I `3`' a USE: CHURCH Z 0 _� ZONE: RA O ' O W Q a Z FDA cG \�" £Fo7O 4. C ^ _ z 4 91 0 00$ ,Cr y Cy c > a s S1oLO 9� 1 I Q \ A 3 0 � o \ 7 8 -18" C P ;t G �^+� ; Q Z \ EX. TREES & MULCH O U _ Op > - Inv.-711.78 ®0.93�o Slop p ' OC w O Q.0 \` d a o vi EX. EOG E0"- EX. TREES & MULC Fj 0` I w C0 ry �e a ' 1�, I--- 38.4 3' 1 1 w Q °oco Cr oaf o 1-0h,... ol;P � w 0�n� `'00 aow I v Jp0 w> v 8" W ERMAIN o o Z O �; Q"� ,,� 0 pwI- FOP U o.a0 a'�'> LINE 4 a® I o>- o 8"x8"x8". °° as as II � � o 1 TEE &B I n h ' tO (2)-g" V 8" WL 0.00• WL ESMT 8" WATERMAIN LINE "B" 1 o I --I 12' 1- (Typ,) �, - F Ex � OF a w XFo +. 1 8 x8..x6" c' F� TEE & T.8. -- 160.00' 1-8 GV �h� to 0 14.85 PROP. TRUCK MAINTENANCE FACILITY ^ cO ADDITION - PHASE III t -f 1 oT 0 ►- AREA: 12,000.00 Sq. Ft. TEE $ '^" i 24.00' FIGHT.:TWO (2) STORY, HGHT. = 30' 1 -f a V) I M 0 F.F.=725.25 00 oW w rn o W _ 0 u) NOTE. B.F.=713.25 2 c ^ ^ THE PR. TRUCK MAINTENANCE r 120.00' ---3 38' FACILITY SHALL BE UTILIZED FOR } Oo r` 00 IRONGATE VEHICLES ONLY, REMOVE EX EVERGREEN co cn BOLLARD i 0 SCREEN AND REPLANT AS .* Q; ACH SIDE I = Ln (PER PROFFER FEB. 6. 2001 < SPECIFIED ON SHEET 't ''�F(TYP.) 0)t_ PROFFER STATEMENT.) FH4' 6;0 160.00' 1 5/10 ASSY. °0�- EX 20' HIGH OPAQUE --t- �° Uv 39.53' 22.00' � � EVERGREEN SCREEN z (LEYLAND CYPRESS) 97 t 2' o NDC a -6 J - TO REMAIN Y °*a^ v' a Q w J r- ° p v a wJ M3 Z i- Q I / B O� h_ +- 1 mil/ �� ����c� o � a� 0z rn Z Q 1 O if � `�` az� 3 0 0Lw o v act v v� I F g `° r () 9e ] XMU , o� I ^ ° Qa 000 Q Q �-o �a �UQo o O a� ° nQL_ r .. 2 4 m� o v w .6 h Z -o I ZO Z cfl z Q w cD r w �� O�>o 20' 22'--I--20' _tt 20'-4---2a4�'--i, 20' Q c J� N 4 W~ LjwOZ I� x 3 �� ~ -� LO vCD 1 N Z pp w o �a c = 12 4' 2 .89' Z 11 o= a o a = `` o 1 ' Fp\ JN �� aO 00w a- -Olt X4 _ _._ a 00 Jw a h 3 O CG-6R Z X O F� fo d0 CG 6 ^ 30 a 0 o w Z '"' Z Q> w 84 06 `n 0� a w a 5 O v v) -HIV - 1 W r 3 �qQ Ex. Asphalt ` J z a'a o 0 w0 Xa O EXAN. w� am w C I = LE xca�- 00 135,33' ^ ^^ { n °a o /� d , `' nn - n Fdison R /WI—~ *' _24 W 1 1 EX. 3' HIGH DOUBLE --- t - ROW EVERGREEN SCREEN 1 (LEYLAND CYPRESS) TO REMAIN 1 1 -.y L- 2" CORP. I 76.72' STOP . ,,or I � . Fa,.o, � 1 Lam. , LL.3 IX MUUJ1 (t Lu OF wq OCF 1 wN 1 c w o 86-A-179C DENNIS L. & BEVERLEY S. RIDINGS USE: RESIDENTIAL 1 ' ZONE: RA 1 rn o I0 1 I 1 I i I 87-A-12C JAMES A. CALHOUN USE: RESIDENTIAL ZONE: RA .06ti1 87-A-12D GLENUSE: RESIDENTIAL SMITH ENTIA ZONE: RA M ` l0sy c� o z a 1-8"0 GV oY oh & FtflX �Z 0w oz ' Ioq as nw Oa a jr- F a� �� 00 1v aY �w Kai ° �n '�9_ I 1 0-0 10' C && PT Telepphone Co of Virginia R/W - _- iD.B.454, P.316 PROP. TELE- COMMUNICATIONS _ TOWER a7�2.97 HGHT.: 60' E0 BASE F.F.=718.00 a J --� S 56'06'39" E NOTE Number of office & shop employees will not change as a result of this expantion. The existing septic field is limited to 6 employees or 200 G.P.D.. If it is anticipated that the office/shop staff will increase then the septic field will be expanded as needed in accordance with Health Dept. standards. A permit shall be obtained prior to any expansion. NOTE A Frederick County Conditional Use permit shall be obtained prior to any construction for the installation of the proposed telecommumicotions tower. -12 Ek. TR f cx TR£fs 4- MULCH 7 �LOT� DENNIS LA RIDINGS ES & M1jt� /�USE: VACANT H ek jRFEs z 49 ZONE: RA dr Out `H z /�} 3 /F- 40 0 40 120 `;I �� e 1 " = 40 ft z O v -o O z D Z Z Z O � C J J M W W � z Q 0 Z W I-- U W C N Q Z . Z LLJ L j LAJ N z a a- O Z W O Z ~ ~ d = Q C as L O ■ LO O ■ N Q) N r� , a D (D C (n N to in n N I C NN I N N L N to (D 4-1 ) .0 O W �°'003 0 > In In N p N aj p m N C - Q W ' E U _CO Q -_ d � C N U U ZLLl R N O aI'l-) z IY f�jllll s �1111�}� i + J W 1 I 5 Z 0 O Z 0Z �rrn■ rrrr� vr�r► 0 w LTH OF a TIMOTHI G. AIWM b 4, 6 116I0 ILA ONAL SURVEY: C.I : Painter -Lewis. 2' P L C. DRAWN BY- JOB NO TGP 9902014 SCALE: DATE: 1 "=40,0' 01 /28/03 SHEET. 3 /10 \I I 720 i 71g 16 714 I I I 712 - ,10 IUD ,06 s 704 s >' „ EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE 0000000°000°0000000 CONSTRUCTION CE 0 °102Q20200_020200026201°°°°°°°O°O°o° 000000000 000000000 ENTRANCE 3.05 SILT FENCE $F X x--X--- X 3.08 CULVERT INLET PROTECTION 3.18 OUTLET 0 °O°OO PROTECTION o°�o°oo°oo 3 20 ROCK CHECK DAMS 3.30 TOPSOILING 3.32 PERMANENT SEEDING P$------- PS -- 3.35 MULCHING ® MU D \� k a _ S� 06 t 1 Z CL O Q*_1 C Z D Q Z f— m Z Q W O p LA J LAJ N N Ad w J ~ Z O O Z (n C Q Ck: p LLJ V I II- Z W w V O d Q CL p Z — — W Q „ H CY W (/) F- 'W^ 0 O Z ~ O C Q Q W CL U CL O W O a to d (D o • N 0) � a 04 Ln y. n N Lf) C 41 v N N cn c W � O 0 3 J ° ' LO 0 1 L C rye. o v v fl �i. W m N v o = E a .. U Q v U O ZL_ � C RCN O am Z H L1J .. ill. L(f)�Z 70 �Z LLJ wq op-npo I U n�!_ ,pN�R a IN)45260 �0'6 77!1 �43 �ww ti SSIONAL '� I 720 -_� a t 718 N SURVEY C. I.: a Ntk Pointer -Lewis, 2' P.L.0 718 „e I 40 0 40 1 `G DRAWN BY: JOB NO,: ry TGP 9902014 716 \,� SCALE: DATE: 714 1 =40.0' 01 /28/03 Scale 1" = 40 f t SHEET: 712 4/1 0 • v - II n 1 J 0 i r IP 1 1 1 i i 1 � - 1 ti 1 EX. 20' HIGH OPAQUE -- EVERGREEN SCREEN (LEYLAND CYPRESS) + TO REMAIN 1 � � V1 Z - o ° 1 1 1 � 7 � I; 1 EX 3' HIGH DOUBLE ROW EVERGREEN SCREEN (LEYLAND CYPRESS) TO REMAIN 1 1 Dry � LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE M-1 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. S. 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 CL ra `� _ PLANTS WILL BE JUDGED. FAILURE TO MEET THF, MINIMUM SIZE OF ANY PLANT WILL O RESULT IN REJECTION OF THAT PLANT. O wq CATq WITH FU GORr C IN � LANDS CAq E /V f P SCa EN ER EX. TREES do CH a mvwn .. cX - TRe fs Ek 'Reis t, Fes C, & MULCH. £k rR fES & MULCH 7. GROUPS OF SHRUBS SHALL, BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE M-1 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. S. 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 CL ra `� _ PLANTS WILL BE JUDGED. FAILURE TO MEET THF, MINIMUM SIZE OF ANY PLANT WILL O RESULT IN REJECTION OF THAT PLANT. O wq CATq WITH FU GORr C IN � LANDS CAq E /V f P SCa EN ER EX. TREES do CH a mvwn .. cX - TRe fs Ek 'Reis t, Fes C, & MULCH. £k rR fES & MULCH 7. GROUPS OF SHRUBS SHALL, BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THF PLAN. ALI, MULCHED BEDS SHALL. BE CURVILINEAR (n 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 M9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72". C) C) a 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. > U 10. REMOVE ALL TAGS, TWINE, AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK - Cn BURLAP ONE THIRD ON ALL B&B PLANTS. t Lu 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE; ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE. SOIL IN ALI, BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CL7BIC 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 1N THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL. ►� GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM Q TIME OF INSTALLATION. C�) 0 2 �o e't's � u z - •1 c , r 1 ti t� _j a: � c, f _ ISO • CAT WITH AGORy C I ° LANOSCrjqc CAPE SC�,EENUFFER r t 5 CATAGORY C 'FACTIVE gV FFER a ^ O O JI 1A �U a - _ PROP. TELE- COMMUNICATIONS TOWER HGHT.: 60' BASE F.F.=718.00 PROPOSED PLAN/ L01 COMMON AG4ME S/ZE SPACING KE OTY BOTAN/CAL NAME 2 " Co/ see P/ons AC 9 Ace,- compestre Hedge Map/e 4' 9&8 B'- 10, o, C' CL 93 Cupressoc oris /e /ondii L e /and C press y yP " Oak 2 CO/ see pions Oq Ouercus o/ba White 4' ht. see Plans OL 50 Ouercus / rata Overcup Oak 4' ht. 20 t o. C. PT 60 Paulownio tomentoso Royo/ Pou/ownia 3' B&8 4 ' o. C. TD 24 TOXVS cuspidota Denso " (4ema/e Ze/kova serrata Cushion Ja anese Yew P Japanese Ze/kovo 2 •' Co/ see Plans ZS 10 ALL SIZES INDICATE PLANT HEIGHT Al IlAft U,' rLA)'v111vu I 40 0 40 Scale 1 " = 40 ft w :z :z Q Q �_- U V = Q � J :z :z w J � Q F-- 0 z Q Ir 0 Z W 1-- m U W � Q V J Q � � z U J ZLAJ Q Ww C) t"" = Q 10 C LLj CL LIJ Q Q V I ■ O O ■ N C a _© (/1 N CY)M ■� N to � C I V) p W �°'°°� 0 > Q) p N N Qj p � CO 0 - E Q N N U p Z p C I— O L. L,J QN O a� z —I W DZ Z ." �z W 'Irlrr► "m r IN" U o���PtiTH OF `! !� ' TIMOT G. PAINTER N _ 260 o�O� Q}• tG��w �R, SSION�A'iL� SURVEY: C. I.: Pointer -Lewis, 2' P.L.C. 120 DRAWN BY: JOB NO.: TGP 9902014 SCALE: DATE: 1 "= 40.0' 01 /28/03 SHEET: 5 /1 m 0 o i - AH.jj3 Vat,` p" WpTERMAIN-C G w ASSY. r; k ,. + >o� %�1V �+ _ 9( LINE A .. o+ i .�. i 8"x8"x6 8yx8"x8 - - rI8" WL ESMTcv 8" WATERMAIN LINE "B" (2)-8" moo/ pp 16+ „ 00 1 _ _} =_ 16+03. 1 _ - ._ 8 x8T B _ .. GV \\ •, c 'y' ° do BOX �n W ` O ' Tp� �(7( PROP. ANTENNCE FAOIUTY 714 '/1W\'ldA^,' ') — PHASE NI �, s a t„ cs a �.`_ O AREA: 1$,000.00 Sc . Ft. HQHT.: TWO 2 STORY, !�t(s1 T. - 3p' 4�opcw cz $0 1 BOLLA ID E - �ti° 7 720 FH 4 i < N 0 T \in uj " 2A 'x� L�l r12. F —� Z22 ,2+00 11101 t^ � ° v °o u W W J a ' sac ti � Fs�l J � ;, ryxo° &E"BiPi� $� . _ Z ° 2"0 WATER "CH , � ��C77 ``f? >cxo° Q M L' SERVICE 1 1 — �� �_� ,. ZZ 1 o y METE VAULT "� Q&N8 4 W J ^ STOP RP- y W Q v Q ! ns 2"0 WATER PROP, 940P FAtJl1TY A001T10N PHASE A �, � n $ A,� 1 PR AOOITION PFi TM \ AREA: 12, 55 PROP. TELL COMMTO 3 B' SERVICE COPPER,- 'K AREA: 10,ZA8:0g Sq Ft. HGHT.: 3375 b1Ax F.F.-722.84 O1 4 Sq. Ft. HOHT.: 75' MAX F.F. 84 \ \ Ct14 Z cv ,e N HGHT.: 60' Ca Z TYPE � y� BASE F.F.m718.00 < 1 x� a 8" WL e + + -••— v__ "._ 1-8 �0 OV & Box 8WAT RMAIN LINE "B- M 20.00' WL _ 1 gg TEEC88. T. 1-6 GV END T ££'69 Z Id ■ B o \ 20.00' WL ESMT. o g ^ - - a FH {� 1 1-8 "x8'xgg TEE & T. _ZZP „o r,� _ `�'� 7�g - LLA 45 0 o2e k p FH /2 BEND T,( ASSY & TB ! — — — — — — - ASSY 1 -6" GV�- N-WO6'39"W 1499.46' 50 0 50 50 W > Cn 8 - LE" LOT ,0 oaQ Z Scale 1 = 50 ft :z (•,� QC) LOOPED WATERMAIN PROFILE LINE "B" _ cy—O SCALES: (H) 1" =50.0' 0 F— _ (V) 1" - 5 0' a 0 3 p W _ Q a- 0 I v � w O O = VO 0 --- — ■ N _ _ O 0) N V) N Y In 730730 EX GRADE I N N N L 0 0 c Q) _ - - - -- -- - - 'a, 0 W 't 0 PROP. GRADE - It j to v 725 PROP. GRADE o , J 725 - -_ --- --- - o � n EX. GRADE pp o �-CL W E L U Q N - 720 - _ _ - - _ ---- - - _.._ Z w 36" MICOVE, 36" _ _- _ COVER 720 O Q N 81'N PVC, - _ . _ - 36" MjN 715 SDR P212 A50 05'M - - COVER 715 i� : �!I�I ; Iil� O Ln d PRO - 2 050.05' . 2, _ �, 8"PVC J w r. I, Z SDR 21 WATER MAIN PROPERLY COMPACTED - _ V) _ _ ~ _ _..- - FILL MA TE IAL 0 w U aD co_ �>✓Tx of � J °� s F-- - 0- _ _ . Z om 0 __ __ w - _ _ _. Z -_ ._ _ __ _ — _-- _ ___. __._ -- - --- ___._._ _—_. - _. _ �,, 0 Z' o _ -..__ O .. _ L,,J _- _ _._ -_ ___ c 9 T1Ai0 Gj PAINTER __ _ _ _ _. _. m -. __.. _ ----- - _� _ _.. r O F- : w �, - ui �S G D W X MZ �0 .� _ 00 (V 00 t+ -- - - _._ ---- - - _ --- _ ,_ co - .. - . _ _ __.. - W 00 00 00 - -._ . _ . . - . _ ... _ _..__.. _ SURVEY: C.I.: Painter -Lewis. F- -' . x m Z Z 00 ----- - - __ .__ a _ _ ___ _� _-- _ -_..__-- -O. _ O ___..—. ___.- _ _ __ ___._ _ U __—_�_ �_�_�— — _ Q U 00 DRAWN BY: JOB NO,: TGP 02014 -. O F- � - 00 0 - - -- D O r` ..� 0 . V) - O � - -© 1aC> CO-- Imo- J - � 3 N _ Q1 M. + _ __ _+ __. -- Q ¢ O _ _ _..__ SCALE DATE: + + + + + + + + + AS SHOWN 01 /28/03 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 1 SHEET 6/10 o w a $" WATERMAIN ri 4c� a ne�o r gu LINE A" " �+ /o-�dc _ _. u .._.. 0.00' WL ESMTN 8" WATERMAIN LINE B" �o N 8"x8"x8t - TEE & 1 B q_ -- l-- _._ r.-- m « (2)-8 'GV I 16+00 _ I v I ,;- 10+ 4E T.B & Box I � PROP. TRUCK �{ptNTENANCE FACILITY O 7t♦ AOOITImN = PHASE I11 1- " 8«x6" AREA: 12.OQaQO, Ft. ( MGHT.: W(2)' STORY,yT. - 3Q' 1 1N9 v _ _._.. F.F.v 3 d : S.F.i7 AS w r- 0 H tr, rR CY. MfiaN r.Nt is SliALL BEIDE {/ 04F2=TrTf:MEP1T 7 00 f� 3, b� � >LI: N A &' DF U E l,0,Zb5' �,�� 1_t'yk nES(OENTw_ ZONE. PA s _ cv o T N 11 +00 W L. uj u = Al bZ rr Z22 v ca j �ryx t 2+00 OD G i h U tx 45. W L) NB al:�, ..N van co vn Q fA 0t7 �,ul _ Lam. ... a� p Q = N XaN 1 2"m WATER SERVICE 1 1 w M Z w 2 `` w N • r M .. � �• x / 4 N 2 jJ c Pn ` VAULT 2,. C RP- r STOP <a .r n A PROP. 04 SHOP FACILITY (L -��� PROP SH FACILITY PROP TELE- a Q^ i 2"0 WATER ADDITION - PHASE It 0 n ADDITION PHASE 11 ICO F SERVICE AREA: i0:268.d0.Sq. Ft �� �' AREA: 12,9 .55 Sq. Ft. COMM pWERn _ HGHT.: 3 .75' MAX. Z '8 HGHT.: 33.75' MAX. S `` COPPELR;, x a F.F.a 2:64 cv NGHT.'. 60' iYflE K FF. =722.84 41�4+ BASE F.F =718,00 l a Ile 45' a--�- + __ rt! 1-av ov TEE X8Txa. �`k T ' 8 WL I ao 8. & BOX ££'69 L Id 8" WAT�RMAIN LINE "B" 20.00' WL T, 1-6 GV ' & o \ 20.00' WL ESMT Ln x �1 F,�1�CP SIDE ASS2 TB (FH 0e, a 1-8"x8"xgg FH #1 TEE & T.B+ ��'°�' >t 1t6 n _ } ASSY. 1-6" Gv _ s_ _.__. — _ — N56'06'39"W 1499.46' 0 LEASE LOT \ 116 ~ ply ___LOOP WATERMAIN PROFILE LINE "B" Cont. _ SCALES: (H) 1 " =50.0' (V) 1" = 5.0' 50 0 50 50 Scala 1 " _ 50 ft i W O Z_ W Z C) Q I� Q- � W Q Z L� t-- 1— cl- O Q Z W F— � U W O � Q � � Z Z Q� C.7�U0 Z Q a_ 25O �I- 1- o = Or Q W F Q_ W CL_O O = d Vi O O ■' N 0 (0 (D0)MC U1 N In � ■+ N Q) N N Y a W >��� � C v u � Z° in ►�' � Lj R ('4 0 a� �U) z� l�l�litt`ft��i� J W i f� U Z Z Ir1�h 1► 0 Li PLT H OF 11M0 Y G AINTER N260 041 103 �SSIONAL� SURVEY: CJ.: Pointer —Lewis, 2' P,L C. DRAWN BY: JOB NO.: TGP 9902014 SCALE: DATE: AS SHOWN 01 /28/03 SHEET: 1 O general backrlli O.L 8' stor e \ `ro ` a \ � tn� l� / / Z / �4 LC't .0' i / Scale 1 " = 50 ft WATERMAIN PROFILE LINE "A" SCALES (H) 1" =500' (V) 1 = 5.0' i i I 1 I I 730 730 i EX. GRADE 725 725 -- i i i 720 --- ------ --- -- 720 - EX. GRA E --- - I 715 715 _ _ 36 MIN. 18"0 TM . m = 18"'0 SEW. STM. COVER SEW. W Z_ J 1$" M11-N (----- ------ — CLEAR O -F Q O m l= PIROPL 603.91 ' 8"O PVC, a 1z z S R-21 WATE MAIN W o z ! S? QW m M ,W - OZ m i X Z ovo X LLJ H a O . LDS- O Z W wy �� N - �. - OQ l-X_. — -- O i,a a -� _._. -- v- °�m . . .- _ p-- w z Z $� ; ... 00 ---- - O' ll z �> - _ _ ---- o O j 0 Q to ... to p O 00 ._ Ow0-N +Q0 + 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 -- 7ene(al backfilt (see note) concrel i' select backfifi ee note) O.D. STANDARD general bw*iill 1' select beckfill se rote! 6" 1/2 O.D- 6' CONCRETE CRADLE C 1' select bacldfif se note) 6" 112OD CONCRETE ARCH nanwal hackfitl CONCRETE ENCASEMENT NOTE To be compacted to 95% of ASTM D698 maximum density _ varies at property line see note 21 roadway lox -- 2' type K copper tubing (no joints from main to curb stop) saddle will, corporation stop - water main ball valve curb stop -, with FIP ends, with 7' gate valve operating nut 8' CUTOUT DETAIL (typical) TRENCH & BEDDING Figure 1 1' select backfill se notel 8` 8` VSHH77-15SHC 11 77 2" Custom setter (meter by FCSA) cast in place access - standard fiat top door, centered in for 4' dtameter top (see rule 1) manhole 2' max l � � �- - - finished g � grade r 1 3 name section for 4 /'y 4f diameter manhole with cutouts �L- solid support blocks under custom setter 6' stone bedding NOTES t Access drint shall be by Halliday Products or our approved equal a) in non traffic area rootlet no S 1 R3030 b) in traffic area nodal no H 1 R2424 2 water service crossing street shall be encased ,n 6' din SCH40 PVC or SDR21 piping The piping snail run from one foot beyond sidewall,. across the street. to one foot beyond sidewalk 1 1 /2" and 2" METER INSTALLATION Figure 6 form board r6' minimum• machine excavation flint ^' trench bobbW gate valve - gate valve R boxes & box undfsturbed earth atone badAny TEE, WYE, OR PLUG TYPICAL SECTION in lieu of wood forming the Rang may be wrapped with 'denotes hand excavation polyethylene, and the concrete poured to completely surround 'Cr = 12' min for 10' and smaller, pipe the fitting and against undisturbed soil The bearing dimensions ^D' - 18" min. for 12'thru 20' pipe against undisturhed suit shall remain as shown we ~ below for A. B. C dimensions CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia. Plugs, Ayes & Tees 11 1/4' end 22 1/2 Bends 1 45° and W Bands A B C A B C A B C ' a-9' a-9' 1'-3' 9-ir 1'-9" 8' 1'-3' 0'- 1'-3' 0'-9- 0'-9- 0'-9' 1' 6- 01-9- 2 -3' V-0' a-9' V-3" V-9' a- . 7-6- 12` 1'-9" 1'-0 2.6. -1 a^ 1, 0,. 1-6, Z-0" 1' 14' 2'-0" 1'-0' T-T V-3" V 0" 1' 6 2-6 f'• 4'-0" 16' 2' 3' V*'.,44' 1'-8" 1'-0" 2' 18 2'-6 1 V-8' V-3- 2 0' 3 0 1'•3' 20" 2'-9 V--9" 1'-6_ 2-0" 11 1/4' THRU 90° BENDS gals n rode over ratings and embedded in concrete thrust blocks FITT*iIQ�S jE ROD NNRf j13,? EWFMt`NT 12' ♦li LESS 6 2 30, 14' - 20' 8 2 36' ne>�,Flitting V WUnM* rust b dt in cU-y4 _ VERTICAL BENDS k, size t1- 22•t a5" j�9b�] stone bedding 61 - - - 13 8' - - 1 1 2.3 10 - 18 37 THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14, 05 17 3.9 76 AS FOR HORIZONTAL BENDS 16 09 2.3 5 1 - 18' 1.4 3.2 63 - 20' 2.2 4.5 78 - CONCRETE THRUST BLOCKING Figure 2 concrete pad 1S' sit x 6' deep 4" Stone---J rf I screw adjustable valve box \ W nrn .ocation marker - stone valve megalugoad to main -megalugs - - - megalug � 1 i• •• ..._�._r.J -- -- thrust block � - 18'to 26=_ l stir 8"x 16` solid block (for valves 12' and larger) lnrusl oiocx Note this detail is also used for buttedty valves GATE VALVE Figure 8 R/r dia schedule 40 steel pipe filled with concrete and painted yellow N T 7 1 r 18" die concrete encasement jam- 3, -- BOLLARD DETAIL direction of setting to be approved prior to installation -as requue0 - I concrete pad 1' 6' sq x 6' sell �ji rl 2' min. 6' max. i 4' store' stone to be minimum above top of base I stone _m�naL FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable valve box locator marker nxecharucal joint swivel tee with 8` txanch Z 1C) ° !!I V Q w W 'J W Z LL J � CL- Z QZ LLJ —J W Q J h- C) Z Q V J Z W V y + Q Q � Z J Z — W LLJ w N V O Z Z boa Q V � W Q a.. I- 0 U (]� W O d ■ O O ■ N a Y0 � to (/') 'J4-1 N tU N L o tJ 0> � 'a .. ,' 70 L' C p _N N Qj a M V) O a W °' -C U a N a C (1)U Z0 w R N 0 a� ZCf) �4�41t1i {if�1�! -J W (n Z Z 0 �Z W t� lurnl► rrrr t(flrrri� � �.tiT H OF r Q r� A TIMO Y G ,' PAINTER 0 8260 OAGi!<u-103��ww �SSlONAU N SURVEY: C I„ Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO: TGP 9902014 SCALE: DATE: AS SHOWN 01 /28/03 SHEET: w / J O STORM SEWER PROFILE Culvert 1 SCALES: (H) 1" =50.0' (V) 1" = 5.0' 720 - __ _---- 720 PROP. GRADE EX. GRADE 715 _ _ _ _ _ . _- _ 715 710 __ 710 ZOUTLET PROTECTION OUTLET 705 PROTECTION 705 PROP. 100.00'-18"0 CMP ® 2.00% SLOPE O O +� - _ - O� O t\ O 1- p If p n O O L Z 10+00 — 11+00 ROCK CIIECA' DAM 2 ACRES OR LESS OE' DRAINAGE: AREA: 8" FII:FER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) iVUOT K1 COARSE AGGREGATE: fi i FLOW C', 3 2 10 ACRES OF DRAINAGE: AREA 6 3' FILTER CLOTI4 (OPTIONAL) I � (DOWNSTREAM VIEW) VDOT iI COARSE. AGGREGATE' - - -2 - FLOW 3, UTAS�� i RIPRAP PACING BETWEEN CHECK DA MS 1. THE: DISTANCE SUCH THAT POINTS A AND H ARE: OF EQUAL ELEVATION STORM SEWER PROFILE Culvert 2 SCALES: (H) 1" =50.0' (V) 1" - 5.0' 720- _.._� -- - 720 PROP. GRADE 715 EX. GRADE 1 710 710 _ ___ 1_$" MIN. CLEAR 8" WATERMAIN OUTLET _ 705 PROTECTION 705 - PROP. 100.00'-18" o CMP ® 2.00% SLOPE O O 00 O o O O O> C>> + Z + Z 10+00 — 11 +00 SILT FENCE CULVERT INLET PROTECTION --- ENDWAL1 ---- --- --,-------- ------------- TOE (N FILL _._- � .+r---- ctnvERr 1 I I I 1 i �i I- -- -------- - - -- ----------- - TOE of iHl --- SILT FENCE --- DISTANCE IS S' MINIMUM IF FLOW IS TOWARD EIdETMMCMENT ROW OPTIONAL STONE COMBINATION y I n ty FLOW ti (ASS I RIPRAP ••,P;`I #3, #357 OR #S COARSE AGGREGATE 10 R E SILT FENCE IN - 1101SE310E " WHEN NIG" VELOCITY OF FLOW IS EXPECTED EROSION AND SEDIMENT CONTROL GENERAL NOTES A. All work shall be done in accordance with the current N_5`TONE CONSTRUCTION ENTRANCE edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 70, RIK EXIST-INF, B. A Frederick County Grading Permit and permit fee are A —, PAVEMENT required for this project. A pre -construction meeting with ' the local program administrator is required prior to commencement of construction of this project. FILTER CLOTH d MM. A H.LNNIABI_E BERM 'OP 71TTNA1 1 C. The local program administrator shall be given a one (1) SIDE ELEVATION week notice prior to the pre -construction conference, the d t th I?, MTN. 10' MIN FIK PAA EWN T ,\. S00I•\PMITIVE DRAINAGE to, MIN COURACTO SEDIMENT iRI TDEVICE — . • MUST EXTEND FULL WID114 of INGRESS ANn F r,RESS OPERATION P L A,At,1N VIEW 12' MN. 5 MIN. MIN FILTER CtDII- SECTION A —A .`--- 70, MIN.._ B - WASHRACK 10• commencement of any land disturbing activity, an o e final. inspection. D. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of a proposed office addition, two (2) shop extensions, and service truck maintenance facility, with related driveways and parking facilities, site grading, water main extension, storm piping, and site landscaping. 2. Existing Conditions: The 17.9448 acre tract is currently partially developed and is being used as the office and shop complex for the Irongate, Inc. steel fabrication and erection use. This parcel is 'L' shaped with approximately 133 linear feet of road frontage along Fairfax Pike (VA. Route 277) which provides access to the site. The bulk of the tract is located behind some residences and a church that front onto Fairfax Pike. This project is located approximately 2.5 miles to the east of Stephens City, Virginia and is currently zoned M-1 Light Industrial. This has created a spot zoning in the area with the surrounding uses being primarily residential in nature. The area is generally rural with sparse residential and small business. The site is gently sloping from the west to the east with a natural Swale through the property that conveys the storm water through the site. This swale coincides with the existing RE lNf URCf.0 CONCRE 7F uT,ntn �r,x.[ property line and will remain undisturbed with the additions SECTION 8—B - -�— proposed for this site. (See the site plan for the layout of ___ r._. _ _ __ .—_-.___ .._- - - the parcel.) +_ ..--.__ CONSTRUCTION L-*--A--.._C+_l__--_-_-. _I�.r. _ __...__.._ La .N�-!'. ti1T�L./7-�L �,IT� 3. Adjacent Areas: I The site is bounded on the north by Fairfax Pike (VA. Route (WITH T+!` r WIRE ii'rllhL', SUPPORT) 277) right-of-way and the rear property lines of the residential and church uses that front onto Fairfax Pike. i SET POSTS AND EXCAVATE A 4'•X4•• a STAPLE *IRE FFNrWG 10 THE POSTS The land to the west is currently undeveloped land being IRE NrH UPSLOPE A1,00c THE LRN' used for agricultural purposes. The eastern and southern Of POSTS boundaries are bounded residential and agricultural land i FLOW S ATTACH, THE FILTER FA8RK: TO THE WIRE FENCE AND EXTEND 11 INTO THE TRENCH 4 RACKML AND COMPACT THE EXCAVATED SOH I EXTENSION OF TAW AND WIRE R410 THE: FRENCH Fit IEP FABmC-- WIRE (Joins sheet 53) uses, as well, with a very low residential. The residential land to the south belongs to the owner of this parcel and is part of a previous Ridings family subdivision. Buffers have been proposed along the boundary line of the residential uses to the north to help screen this more intensive use. 4. Soils: h11 The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously for the planting and harvesting of agricultural crops. 3B: Blairton Silt Loam: (2%-7$ slopes). Hydrologic soil group B, Class II Soils. (Approx. 45%) 41C: Weikert-Berks Channery Silt Loam: (7%-158 slopes). Hydrologic soil group B, Class II Soils. (Approx. 40%) 4413: Zoar Silt Loam: (2N-7% slopes). Hydrologic soil group B, Class 1I Soils. (Approx. 15%) J Illi (See the attached exhibit indicating the soil types.) r i 5. Critical Areas: There are two critical areas of the site. The natural swale which conveys the majority of the storm water through the site and the existing farm pond to the south of the proposed development. These areas are subject to the majority of the storm water runoff that passes through the site and pose the greatest areas of sediment deposition during the construction process. These areas are gently sloping and with the appropriate control measures can be easily maintained. 6. Erosion and Sediment Control Measures: I a. Erosion and Sediment Control Measures shall be installed I prior to any land disturbing activities. The work shall be -- - J confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Fairfax Pike Roadway. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. _ c. Soil stockpiles must be stabilized or protected with 1� sediment trbpping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. (_ e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7, Construction Sequencing: 41D� — PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. Secondly, the limits of the drain field areas shall be staked and protected to prevent encroachment or undue disturbance of these areas. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation, as needed on the site. b. Construction of the construction entrance. c. Installation of the silt fence along the fill areas of the main service drive, as indicated on the plans. d. Installation of the proposed check dams in the existing swale areas to protect the channels. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed, and stockpiling of the topsoil in the designated area. b. Rough grading of site. c. Building pad construction. d. Installation of the proposed storm utilities. e. Placement of check dams for ditchline protection and installation of the inlet protection. - Phase II Controls f. Curb and gutter installation. g. Final Grading of site. h. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. 1. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. if the stone becomes clogged with soil. and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must he installed As directed by the local program acimin i strator _ h. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. C. The sediment traps shall be checked regularly for deposited sediment. If sediment is trapped or if there is excessive buildup of sediment in the bottom of the traps, than the traps shall be cleaned carefully so as not to release the trapped sediment downstream and disposed properly off -site. d. All seeded and sodded areas shall be checked regularly to ensure that a goad stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. OF r z O w F= CL U U� LLJ Q F_— J �O c � Z 0 W J U J Q Z ~ W C�l C ck: � W W N LAJ LLJ Ul O M Z Z Ii; O 0 N Z W Q r� Z 7E U W - 0 a Z V J O Z Q W 0:: �- W FW-- N Z Q CL- Z ~ 0 = FL 0— w a- O O Cif a. V O ■ N J 41 10 E a N I C N W � 0) 0 0 0 > C -W C T CL W m (D _c E -_ IIIIM -4U 4) U t7 :3 C y 0 Z �F—�W R (N O a� U) Z { 1� J W W Z - Z C? 0Z W mrro� more morn Una `J o{��PLTH OF dTWO M�G` 260 1`03 1}�W G s`S10NA1, SURVEY: C.I.: PAINTER-LEWIS N/A SURVEY DIVISION DRAWN BY: JOB NO.: TGP 9902014 SCALE DATE: AS SHOWN 01/28/03 SHEET 9 / 10 HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUN HANDICAP PARKING DETAIL N.T.S. A HANDICAP SIGN 3' Min. NOTES: HANDICAP SIGN DETAIL N.T.S. 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. PAVEMENT DETAILS N.T.S. LIGHT PAVEMENT D ETAI L N.T.S. 2" SM-12.5AL BIT. CONC. - SURFACE COARSE 6" 21-A EX. SOIL OR I'I I I=I -I I I-i I IT COMPACTED SUBGRADE(- NOTE: THE TYPICAL PAVEMENT SECTION SHALL BE >" x 18" STND. 12" x 6" STD. fND. U-CHANNEL POST 'ROP. GROUND RESERVED PARKING VAN ACCESSIBLE PENALTY t+ao-boo Tow -AWAY ZONE VAN ACCESSIBLE SIGN HEAVY PAVEMENT D ETAI L N.T S. 2" SM-12.5A BIT. CONIC. SURFACE COURSE_ 3" BM-3 BIT. CONC. BASE COURSE 8" 21-A -- STONE BASE - - EX SOIL OR -- LII I I� - COMPACTED SUBGRADE II,;, 1r INSTALLED IN ALL PARKING STALL AREAS, GRAVEL DRIVE D ETAI L PAVEMENT TYPES N.T.S. LEGEND LIGHT PAVEMENT 10" 21-A EX. SOIL OR I I=LEI HEAVY PAVEMENT COMPACTED SUBGRADE -jjj (- L___` JJJJ II -III- C� I GRAVEL DRIVE STANDARD PIPE BEDDING DETAIL WATER LINES N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. -- O.D. + 16" i IIIII FINAL BACKFILL IFl. CAREFULLY COMPACTED I I it I 12 SELECT BACKFILL II ,' I I O.D. 0 0 0 0 _ I o°o° o°o° ( I. CRUSHED AGGREGATE II o0o0 00000000o III NOTE: 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION FIRE LANE SIGN N.T.S. 12" x 18" STD. STD. U-CHANNEL POST PROP GROUND CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) y� 6 I-- m� —Z (0 I 6" 2'-0„---) CONCRETE SIDEWALK DETAIL N.T.S. 6' EXP. JNT. MATERIAL I or as shown on p ons Slope: 1/4": 1-0" x----� -E iR-X:- E4 °O O°Oo a°O°O°Od �o�0°OHO°o C 4 0 0 0 a 0 0 0, 0„0„0„0„0 0 CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC 6"x6"xW1.4xW1.4 WWM PRE -CAST WHEEL STOP DETAIL N.T.S. 1 "o DOWELL HOLE-\ i•- 1 "O DOWELL HOLE — 6'-0" FRONT VIEW PROP. 6' CAR STOP EX. PAVEMENT STRUCTURE 5/8"Ox18" STEEL DOWELL CONCRETE APPROACH APRON & DUMPSTER PAD DETAIL N.T.S. 12'W x 12' D------, (OR AS SHOWN ON PLANS) Slope: As Per Plan 77. b�0 © 0nfl_o0�00n00'c 6" STONE BEDDING ' 8" TYPE "A" CONC. (3000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. BOLLARD DETAIL N.T.S. 6"0 CONC.-FILLED STEEL PIPE PAINT YELLOW 00 a 8 1/2" I� CONTINUOUS I #4 REBAR END VIEW hopco N0. 11-251 OR EQUIVALENT SINGLE OR DOUBLE STND AS REQ'D FINISHED GRADE 18"0 CONC. BASE (3000 psi) AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE -Ii) I I 4n Z L0 tM 3' Min. 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO REQ'D PER STND MANU. PROPOSED GRADE -- 4-#4 REBAR-3" MIN. CLEAR F— CONCRETE(3000 PSI) 4' BY 4' CONC. BASE CURB DUMPSTER ENCLOSURE & FENCE DETAIL N.T S. 2x6 TOP RA 1x6 BOARD, FRONT & B) TOE NAIL E/ W/ 2-8d N (EA. RAIL) 8'-4x4 POS -— 2x6 BOTTOM ATTACH RAIL PROP rRAnF W/ 3- 1 Od (EA. RAIL) 12" DIA. PC FILL W /CON NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. NOTE: PLANT SPACING VARIES -(SEE PLANSI- PRUNE ALL BROKEN, DI( #5 REBAR 0 8" CC EACH WAY ALL SHRUB BEDS TO EXCAVATED OF ALL E) TO REQUIRED DEPTH W/ REQUIRED SOIL M MULCH TO BE 3" DEP' COMPLETELY REMOVE STRINGS, RIBBONS, AN! TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUt ROOT BALL. SCARIFY ROOTS 0- . BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION NOTE CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK — RUBBER HOSE - 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN, 3" MULCH 3" SAUCER AROUND TREE —1 EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE --- SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. — UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & — ROPE FROM ROOT BALL. SRO mmum 1059-1 MIN, TREE PLANTING SECTION 5'-7" NMI u3 O_ [L Ln O < V) J Q H W d V) a W Z J W U u J N r= Z C11- 0 H Z W W LL � � z U�JC.7 ZLj Q w � W N ~ ( _ Z N Q O Z m W Z = QO� e � L IQ_ o � N d O � N J �o NM E 0. :3 0 r" (n OU � ! U c N W-00 Y 0) O - to a)J _0 �- �. . 1 i C C N 0- W���_._. +- U Q N 0 D C ZU, LL_ W Q N O 14) J j I:DZ i1 !' 0- Z 0 f p Z hlrla 1`IYr �� �IIIr► U W Op TIMO*Y . PAINTER ice."'18260 Ado .4 �SSIONAL SURVEY: C. I.: PAINTER-LEWIS N/A SURVEY DIVISION DRAWN BY JOB NO.: TGP 9902014 SCALE: DATE: AS SHOWN 01/28/03 SHEET: 1 A / 10