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HomeMy WebLinkAbout02-03 Erectors Plus - (Office & Shop) - Back Creek - BackfileCLEARBROOK STORAGE, L.L.C. OFFICE AND SHOP FACILITIES AND SELF-SERVICE STORAGE COMPLEX PROJECT: CLEARBROOK STORAGE, L.L.C. OWNER & CLEARBROOK STORAGE, L.L.C. (?FFICE & SHOP FACILITIES DEVELOPER: & ERECTORS PLUS, INC. AND MINI -STORAGE COMPLEX 2637 PAPERMILL ROAD 4170 MARTINSBURG PIKE WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22602 (540) 722-9008 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: ARTZ AND LANDSCAPE 302 S. BRADDOCK ST., ASSOCIATES, L.L.C. ARCHITECT: SUITE 200 16 E. PICCADILLY STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 667-3233 Contact: TIMOTHY G. PAINTER Contact: MIKE ARTZ PARCEL, INFORMATION: TAX MAP NO.: 33-A-105C SITE AREA: 8.5204 Ac. ZONING:': BUSINESS AND INDUSTRIAL ZONING DISTRICT M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED. USE: OFFICE AND SHOP FACILITIES FOR CONTRACTORS SELF-SERVICE STORAGE WAREHOUSE COMPLEX CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (IMPERVIOUS AREAS < 0.75 x 8.5204 Ac. = 6.3903 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 SETBACKS: FRONT: 75 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 25 FT. SIDE: 25 FT. PARKING: SHOP FACILITIES: I PER EMPLOYEE SELF -STORAGE: 1 SPACt: PER 5000 SQ. FT. OF ENCLOSED FLOOR AREA PROJECT: SHOP FACILITIES: ERECTORS PLUS UNIT: 15 EMPLOYEES => 15 SPACES THREE EMPLOYEES (Max.)PER SHOP UNIT (6 UNITS TOTAL) 6 UNITS x 3 EMPLOYEES = 18.00 => 18 SPACES SELF -STORAGE: 57,600 SQ. FT./5000 SQ. FT. = 11.52 => 12 SPACES TOTAL SPACES REQUIRED: => 45 SPACES PARKING REQUIRED: 45 SPACES TOTAL 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF I EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED OFFICE & SHOP FACILITIES & SELF-SERVICE STORAGE COMPLEX FRONTAGE: 431.45 FT. PARKING: 90 EA. PARKING SPACES (INCLUDES 5 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 87,600 SQ. FT. (2.0110 ACRES) PARKING/DRIVES: 155,094 SQ. FT. (3.5605 ACRES) GRAVEL STORAGE: 35,370 SQ. FT. (0.8120 ACRES) TOTAL IMPERVIOUS AREA: 2`78,064 SQ. FT. (6.3835 ACRES) F.A.R.: F.A.R.: 2.0110 Ac/$.5204 Ac = 0.236 < 1.0 OPEN SPACE: 8.5204 Ac. - 6.3835 AC. = 2.1369 Ac. (93,085 SQ. FT.) (25.1%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 40' Perimeter: 1399 Ft./40 = 34.97 => 35 TREES Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge for 1399 Ln. Feet) 5% Interior Landscaping Islands: 33,628 Sq. Ft. X 5% = 1681 Sq. Ft. Landscape Islands: => 3796 Sq. Ft. Proposed Parking Area: 1 Tree Per 10 Parking Spaces 90 Parking Spaces/10 = 9 => 9 TREES BUFFER: SELF -STORAGE BUFFER ALONG ADJACENT PROPERTIES. FRONT YARD: DOUBLE ROW 6' EVERGREEN TREES @ 8' O.C. SIDE & REAR YARDS: SINGLE ROW 6' EVERGREEN TREES @ 40' O.C. ZONING NOTES: 1 EXTERIOR LIGHTING SHALL, BE PROVIDED FROM THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. TWO OUTDOOR DUMPSTER FACILITIES HAVE BEEN PLANNED FOR THIS SITE. ONE UNIT SHALL SERVE THE ERECTORS PLUS FACILITY, ONLY, AND THE OTHER SHALL BE USED BY ALL ON -SITE USERS AS PART OF THE FUTURE PHASE DEVELOPMENTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE:. 5. OUTDOOR STORAGE AREAS HAVE BEEN PROPOSED AS PART OF THIS DEVELOPMENT FOR THE SHOP & OFFICE FACILITIES, ONLY. 6. THE STORAGE FACILITIES SHALL BE DESIGNED SO THAT NO INDIVIDUAL STORAGE UNIT EXCEEDS 1000 SQ. FT IN STORAGE AREA. 7. THE STORAGE OF HAZARDOUS, TOXIC, AND/OR EXPLOSIVE MATERIALS ARE NOT PERMITTED TO BE STORED IN THE PROPOSED SELF -STORAGE FACILITIES. THIS SHALL BE STIPULATED IN THE LEASE AGREEMENTS OF THE STORAGE UNITS. 8. THE REQUIRED LANDSCAPING SCREENS MUST BE PLANTED BETWEEN THE SECURITY FENCING AND THE ADJOINING PROPERTY LINES, AS INDICATED ON THE PLANS. CLEARBROO °�i� STORAGE. LLC OFFICE SHOP FA� ILITIES SELF STORAGE COMPLEX 4170 MARTINSBURG PIKE STONEWALL MAGISTERIAL DISTRICT 3 I 00 �-- r z '- dy V) Q Fes- cr-0 1 00 O C) � W LaJ .. 3 :2. O to 0r-N:D MAIN ENTRANCE MIEARBROOK. imIRGINIA NME SITE . Mom, r^�9tr� fie. LOne INDEX TO CITY/COUNTY LOCATION OWNER: N/F OJAUSMANI, INC. T.M.: 33-A-105 ZONE: M 1 USE: COMMERCIAL AND INDUSTRIAL FUTURE -ENTRANCE S 70' 00' 25" E 857.9 1' PHASE 11 HASE i �HASE I [ I PHASE II PHASE I PHASE I RASE I SELF -STORAGE UNITS RASE I M= -PHASE III SHOP/OFFICE UNITS RASE Ii J _]PHASE I RASE I "7ne W 66914 1- - �AL,TH p j A. PAINTER W 18250 05Is (13 ' OWNER: RDJAM LIMITED PARTNERSHIP T.M.: 33-A-1058 ZONE: M 1 USE: COMMERCIAL AND INDUSTRIAL SCALE 1 "=80' PAINTEI'F`_�_=LEW�89P.L. 0"o-V011 2-5792 • r LnU a U- V)0 IY 0 w0 w U) WELL VICINITY MAP 1 " = 1000' PHASE I 192.89' S 69"38'23 PHASE III DUMPSTER M 00 r 1(! W O Z LAJ � Q J m Q 0 cr r UJ r0:50 M U 0 LLJ Cr N 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. ABBREVIATIONS AS;SY. ASSEMBLY B.W. BASEMENT FLOOR BL_K. BLOCK BC; BOTTOM OF CURB BWL BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB do GUTTER CIP CAST IN PLACE CONCRETE CL. CLASS CWF CONCRETE MONUMENT FOUND CP'P CORRUGATED POLYETHYLENE PIPE CwP CORRUGATED METAL PIPE CWPA CORRUGATED METAL PIPE ARCH CC) CLEAN OUT DI/A. DIAMETER DS; DOWNSPOUT E0P EDGE OF PAVEMENT EOIG EDGE OF GRAVEL EX'. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDIC FIRE DEPARTMENT CONNECTION FGG FACE OF GUTTER FHI FIRE HYDRANT F.L.S. FIRE LANE SIGN Col. GAUGE GAM GAS METER GVf GAS VALVE HC'R HANDICAP RAMP HB HOSE BIB HD)R CURB 6" HEADER CURB HP HIGH POINT HT"R. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INW INVERT LP' LOW POINT LT.. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NCDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NR2T NO RIGHT TURN N.1T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIW POST INDICATOR VALVE PL.. PROPERTY LINE PP POWER POLE PROP. PROPOSED PV/MT PAVEMENT RC'P REINFORCED CONCRETE PIPE RD) ROOF DRAIN RE:D, REDUCER R.0. ROCK OUTCROP SA6N. SANITARY STIR, STANDARD T.S.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB T£IL. TELEPHONE TRIB TELEPHONE RISER BOX TVIRB TELEVISION RISER BOX TYIP TYPICAL UG,E UNDERGROUND ELECTRIC UG'G UNDERGROUND GAS UG; CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE V.I.F. VERIFY IN FIELD XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WT'P WOOD TELEPHONE POLE WV( WATER VALVE 5'FR or R5' RADIUS IN FEET 0010.00 PROPOSED SPOT ELEVATION x(SOO.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). CLEARBROOK STORAGE, LLC OFFICE/SHOP FACILITIES & SELF STORAGE COMPLEX RECEIVED MAY 1 3 2003 LIST OF DRAWINGS FNING&CEVELOVTY ,��.tiINNVG & DEVELOPMENT SHT. 1 /7: COWER SHEET & ZONING NOTES SHT. 2/7: GENERAL NOTES and CONSTRUCTION NOTES SHT. 3/7: SIT:E LAYOUT PLAN and LANDSCAPING PLAN SHT. 4/7: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/7: SEWAGE DISPOSAL PLAN SHT. 6/7: STORM SEWER PROFILES and FINAL: SITE PL,,N MISCELLANEOUS DETAILS r ?� _- ' ' ED _r ;T ,.._.") SHT. 7 7: MISCELLANEOUS DETAILS APPROVED BY THE ZONING ADMINISTRATOR FFiEDERICK COUNTY, i/6RGBIVls4 /J_ z-/, _-14. - A DATE SITE RM SHALL BE VALID FOR S YEARS FROM DATE OF APPROVAL SHEET: 1/7 NO.: 0205051 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE STORM WATER MANAGEMENT: 1 THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER COUNTY OF' FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, SYSTEMS AND THE PROPOSED ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE FROM OFF -SITE AND FROM THE PROPOSED DEVELOPMENT DRAINS INTO THE PROPOSED APPLICABLE. ON -SITE STORM SEWER SYSTEMS WHICH WILL CONVEY THE STORM WATER RUNOFF To THE SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND PROPOSED ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR 2. EROSION AND OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR SPECIFICATIONS FLOOD LEVEL IN THE POND OF 618.54. (SEE THE STORM WATER MANAGEMENT REPORT VIRGINIA, WHERE APPLICABLE. FOR CALCULATIONS) 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" TEN 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO DISCHARGE DIRECTLY ONTO THE GROUND 80 AS TO CONVEY THE ROOF DRAINAGE AWAY CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD FROM THE BUILDING. CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 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, *1. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND BY ARTZ AND ASSOCIATES, L.L.C. AS PART OF' THE DEVELOPMENT OF THE Z E I GLER SPECIFICATIONS OF VDOT SITE PLAN. SUPPLEMENTAL TOPOGRAPHIC INFORMATION WAS OBTAINED FROM A FIELD SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF MISCELLANEOUS: WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. 1, FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN ESTABLISHED FOR THIS VIRGINIA FIRE MARSHAL. PROJECT. 2, ALL NEW BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP B (BUSINESS) AND SECTION 310, USE GROUP (S) STORAGE OF THE B.O.C.A NATIONAL BUILDING CODE, 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ALL REQUIRED EGRESS MAN DOORS SHALL BE OF STONE PAVEMENT, WHERE APPLICABLE. HDCP ACCESSIBLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. 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 CONSTRUCTION NOTES: AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE EROSION AND SEDIMENT CONTROL: RAILINGS. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 4. THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF HANDBOOK. THE V.U.S.B.C. FOR ASBESTOS INSPECTION REQUIREMENTS. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE BOUNDARIES AND THE U.S. ROUTE 11 (MARTINSBURG PIKE) R-O-W. B.O.C.A. NATIONAL BUILDING CODE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE 6. CHAPTERS 17 AND 18 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE END OF CONSTRUCTION. PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE LANDSCAPE NOTES: REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE M-1 ZONING DISTRICT. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS PLAN. NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON SEEDBED PREPARATION: THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN EXIST. 3)UPPlY UNIT PRICES TO THE OWNER AT TIME OF' BIDDING. ACHIEVED. 4. ALL MA.'2,�RIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/10005f). REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF TPT PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE SEED TYPE: RATE: MIXTURE: PLANT LIS USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY RELIANT HARD FESCUE 130 lb/Ac. 65% ACCORD'NG .0 THE AMERICAN ASSOCIATION OF NURSERYMEN. KENTUCKY BLUEGRASS 40 lb/Ac. 20* PERENNIAL RYEGRASS 30 lb/Ac. 15% 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK RESULT I� REJECTION OF THAT PLANT. SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF' THIS SITE. IF IT IS 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 STREETS AND TO ALLAY DUST AT ALL TIMES. INCHES 01' 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 EXCAVATION AND GRADING: TO IMPEDE SURFACE DRAINAGE. 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 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DEVELOPMENT. DOUBLE-GUiED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE: TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED STAKES SHALL BE 2"x2"x7211. MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK GRADING. BURLAP ONE THIRD ON ALL B&B PLANTS. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES ENGINEER. 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 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR PRIOR TO INSTALLATION. S'I'RUCTURES WITHOUT PERMISSION OF THE OWNER. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF TIME OF INSTALLATION. PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED, TRIP GENERATION: CLEARBROOK, LLC - OFFICE & SHOP FACILITIES SANITARY SEWER AND WATER UTILITIES: & SELF -STORAGE COMPLEX 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE (FULL DEVELOPMENT) PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY DEPARTMENT OF' HEALTH, SELF -STORAGE MINI -WAREHOUSE: FULL DEVELOPMENT MINT -WAREHOUSE: 1000 SF OF FLOOR AREA (WEEKDAY) Ln(T)-1.010(Ln(X)) + 0.815 X 57,600/1000 57.6 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY SAY: 58 HEALTH DEPARTMENT. T = TRIPS/DAY X - 1000 SF OF FLOOR AREA 3. THE PROPOSED SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 41, DIA. PVC TOTAL: PIPE AND RUN AT A MINIMUM GRADE OF' 2.08% AND 611 DIA. PVC PIPE AND RUN AT A Ln(T)-1.010(Ln(5$)) + 0.815 136.5 TRIPS MINIMUM GRADE OF 1.04%. THE SERVICE SHALL BE RUN TO THE EXISTING DRAIN FIELD LOCATION AND BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND REGULATIONS SUB-TOTAI, 137 TRIPS/DAY (WEEKDAY) OF THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF HEALTH. ALI, WORK SHALL BE GENERAL LIGHT INDUSTRIAL: FULL DEVELOPMENT COORDINATED WITH THE HEALTH DEPARTMENT. INDUSTRIAL: EMPLOYEES: (WEEKDAY) T 2.951(X) + 30.572 X 33 EMPLOYEES 4. THE WATER FOR THIS COMPLEX SHALL BE SUPPLIED FROM THE PROPOSED CLASS 2C T - TRIPS/DAY WELL IN APPROXIMATELY THE LOCATION SHOWN ON THE PLANS. ACTUAL LOCATION AND X - EMPLOYEES ALL RELATED WORK SHALL BE COORDINATED WITH THE VIRGINIA DEPARTMENT OF TOTAL: HEALTH. T = 2.951(33) + 30.572 127.9 TRIPS 5. THE WATER SERVICES SHALL BE INSTALLED AS SHOWN. SUB -TOTAL, 128 TRIPS/DAY (WEEKDAY) TOTAL TRIPS FOR THE DEVELOPMENT: 137 + 128 - 265 TRIPS/DAY 265 TRIPS/DAY (WEEKDAY) EROSION AND SEDIMENT CONTROL GENERAL NOTES I. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1 week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. 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 three (3) office & shop facilities and twelve (12) self -storage mini -warehouse units with related driveways, parking facilities, and outside storage areas to the rear of the shop facilities; site grading; new sanitary sewer service system; storm sewer systems and on -site storm water management facility; improvements along U. S. Route 11 (Martinsburg Pike); and some site landscaping screening. 2. Existing Conditions: The proposed site is currently a partially wooded parcel that will consists of 8.5204 acres. The existing site is presently undeveloped and vacant. This site has approximately 431 linear feet of road frontage along Martinsburg Pike (Route 11) which will be used to provide access to the site, when developed. A commercial entrance will be constructed along Martinsburg Pike centrally located in the developed parcel which will provide permanent access to the site. A future secondary entrance is proposed to provide egress only from the site and will be located at the northwestern corner of the parcel. The site generally slopes from the northern most property 1, ine in a southerly direction towards the southern property line which is coincident with the Zeigler Mechanical -Electrical Contractors, Inc. (Zeigler) office and shop facility. An existing improved storm water conveyance channel has been constructed in this area which conveys the storm water off -site. The finish grading will generally maintain the natural grading patterns of the area. 3. Adjacent Areas: The site is bounded on the west by the Martinsburg Pike Right -of Way. The north side is bounded by an existing unimproved 601 right-of-way. The eastern boundary is adjacent to a vacant lot that was subdivided as part of this original subdivision. The southern side of the parcel is bounded by the recently developed Zeigler office and shop facility. The development of this parcel will. not impact the adjacent parcels. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area: 32B: Oaklet silt loam: (2%-7t slopes) Hydrologic soil group C, Class 11 Soils. (Approx. 100%) 5. Critical Areas: The existing ditchline that runs through the Zeigler site to convey the storm water runoff through and around the site. Erosion and Sediment Control measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated " ' imits of construction. For this project, the limits of construction are defined as the property boundaries, the existing edge of pavement of Route 11 roadway, and the storm drainage easement on the Zeigler site. 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 sediment trapping 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. GRA VEL CIJRB INLET I.Al FN 7' P'ILTER wiRi '41", "iRki'L WAI,k 11121. RAb�ari�L+iziy - V Ft THIS WETHOD OF' INLET PROTECTION M APPUCAINA. AT 11R8 INLETS WHERE PONDING IN PRONT OF THt STRUCTURE IS NOT LIKELY M CAUSF INCGNVEMtNCE ON DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL SHALL BE VDOT #3 #367 OR COARSE AGGRreGATT 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, outlet stone protection, 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: PHASE 1: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of the construction entrance. b. Installation of the silt fence along the adjacent property lines, as indicated on the plans. c. Installation of the storm water management pond to the lln*s and grades, as indicated on the plans. d. Irsotallation of the proposed diversion dikes to convey the runoff to the designated point of discharge and the stone check dam protection. e. If applicable, installation of the inlet protection devices at the existing pipe inlets. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed, stockpile or remove from the site as permitted by the property owners. b. Rough grading of site and installation of the fill material, as needed. c. Building construction of the proposed buildings. d. Installation of the proposed utilities. - Phase II Controls. e. Placement of check dams for ditchline protection and installation of the inlet protection. f. Curb and gutter installation. g. Final Grading of site. H. Installation of the outlet stone protection and seeding of the Route 11 storm channel slope. i. Stabilization of all lawn and slope areas. j. Installation of base and subbase materials. k. Restoration and stabilization of unpaved areas. 1. Final. paving. m. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. Access to and maintenance of Route 11 is a critical part of the development of this site. No mud shall be permitted to be tracked onto Route 11 whatsoever. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction, if this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. 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 then 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 good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. /'V/,,A' OU77,A'T ('ONDITJOA,'.��, A A Sao f do Pt PIPE OUTLET TO FLAT AREA WITH N') DEFINED CHANNEL d WCTION A A FiLTER Kry IN 4- 9' mgcow"Nprn roR mad., PtRiurnk A A 3,10 {MIN d,)_ t PIPE OUTLET TO WE J. DEPMEL CHANNEL p;1kN1 V 100, - A A A NOTf- I APRON UkING NAY at RiPKATI 4;W)Q-ftU )EJ3'ftT1 jAftjotj TWW11 OR eGNMrf 2 Is 19 TESL' LD4W of Mt' 611-RAP APRON AS A4AMIAM-P L'SiNG PiAt= 3 16 -,l A41) 3 IS 4 4 - 1 5 MW;$ MY 1"XIMUN !M;ft DIAUFTEk WIT 40T LEZIM ?"Ail 6 INCRES VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF GENERAL, NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1 ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE: VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN 1THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2, ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS, V3. WHEN WORKING ON "T RIGHT OF WAY, ALL TRAFFIC CONTROL, V0HETHIER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTIOIN MANUAL. FURTHERMORE. ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY,, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY, V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTIOIN CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LIENGTH OF TIME. VDOT "LL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION, V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION, .STONE CONSTRUCTION ENTRANCE 71. r. & . �T' SIDE ELEVATION EMT046 (AM"El 70 Wh. VIC" *I 5RA1`tAC;C IS, KW &I AII.RS1 0 t 0 - 4"NI PLAN VIEW F IL TVR CI AT" SECTION A -A DRAM .GAGE SECTION B--,B COATS7*RL/CT1O,)V OF A �"JLY' ITNCE' (WITH WIRL' S111:11IORTI) SET POSTS AND EXCAVATE A 4'X4: z STAKE VORE FENCNI, PG$,S IREW.*+ oemkx-f Ai".*G I HE Lfw OF POWS FLOW 3 AITACrj Tn(. FILIfR =AJW 1,) '1+E PENCE AND WIND 4N10 :0k TRFNCm 4 RACKff­ khC1 C04PAWt ;HF EXCAVATED SOk fXlEN191,N J FABRIC AML, WiFt tWu W W"� Ilk 00 tn Z le X 22 .J W ZZ C t: F_ 0 Z 911 ci :Z q* C%4I AJ (a C4 LAJ CL C4 Z Ls . L CL W Lai ai E L&J ZI Q 0 LJ Cr 0- 2 No. 18260 5 15 �1' �JONAI, t6�/ SURVEY: C. I.: Painter- Lewis, N/A P.L.C. DRAWN: JOB NO.: TGP 0205051 SCALE: DATE: As Shown 12/31/02 SHEET: 2/7 I 1 ' I NO T PLANT L/ST EX. EASTERN REDCEDARS FOUND I II FUTURE ENTRANCE SHALL BE 60' RIGHT-OF-WAY INSTALLED WITHIN 5 YEARS OF THE EXISTING VEGETATION BUFFER OWNER: N F I OJAUSMANI, INC. I COMPLETION OF PHASE I THE EXISTING VEGETATION BUFFER o SHALL REMAIN IN PLACE TO THE T.M.: 33-A-105 8 SHALL REMAIN IN PLACE TO THE ON THE SITE MAY BE USED IN PLACE OF THE PR. EASTERN WHITE PINES AT THE DISCRETION OF THE OWNER. ALL EX. REDCEDARS TO BE USED SHALL BE A MIN. OF 6' IN HT. AND SPACED AS SPECIFIED ON THE PLANTING SCHEDULE TO MEET FRED. CO. ZONING GREATEST EXTENT POSSIBLE UNTIL REQUIREMENTS. 22 PS COMPLETE CONSTRUCTION OF ALL ZONE: M1 GREATEST EXTENT POSSIBLE UNTIL ALL SIZES INOICATE PLANT HEIGHT AT T/ME OF PLANTING I� I COMPLETE CONSTRUCTION OF ALL 3 JV (3)JV 3 JV (3)JV PHASES OF THIS SITE ARE DONE. USE: COMMERCIAL AND INDUSTRIAL PHASES OF THIS SITE ARE DONE. (3)JV 449.39' 376.52' w Cy 299.39' 226,52' U w - .L. S. L. PROP. 6'-0" HIGH 0 14' - 87.39' 267.39' S 700Q 25 E L.S. L.S. CHAINUNK FENCE L.S. 8 7.9 � � 'S. _ L.S.185 1' 10 -_ �� 0=4 --- w i- r. 1 ti U- Z p-... - -- ---- --- - . _.. _ - _-.. - -- ..._ I o o R 1 O' erg, �, ��. o o HEAVY o o N - p R20. + i 175.00' p Ln O R20' 0 29 E R30' o HEAVY r PAVEMENT o cfi HEAVY + 1 ow I- o I N1 I_ - og PAVEMENT S 8 b o g PAVEMENT g i _ `° --- -i MET N 25' BRI. _ _�_ _ . 25'- 25' BRI_ Ln w K) O I Q w �i 9.08' o J GAT S 87.29'---^- --�F, I I --- - v 2 0 ---- I w w 180,00' 32.00' 150.00' 32.00' 150.00' 40.71' STONE = c 1 OP. 50.00'-14"x23" RCE FUTURE OUTDOOR STORAGE w ( ° ( 7. --Cl. III ®0.509� Slope PRO OSED SELF -STORAGE FACILITY PROPOSED SELF -STORAGE FACILITY PROPOSED SELF -STORAGE ACILITY SURFACE ;o o $ g FOR SHOP FACILITY zo 40' R30�'. HEIG�iT: 1 STORY, HGHT.=25' IMax. o HEIGHT 1 STORY, HGHT.=24' Max. HEIGHT: 1 STORY, HGHT.=2 Max. VEGETATIVE SCREEN I•',.�. Q u� I oo BOLLARD oM FOR SiHQP FACILITY � �. AREA: 5,400 Sq. Ft. TYP AREA: 4,500 Sq. Ft. AREA: 4,500 Sq. Ft. $ V N ( •, ( ) OUTOO�OR STORAGE AREA o W I Es- R3a` F.F.=620.50 F.F.=621 .1 7 F.F.=620.50 ui F.F.=621.08 F.F.=621.75 F.F.=622.42 F.F.=623.17 F.F.=623.83 F.F.=624.50 PAVEMENT$ HE 0 P w I 87.19' J. �" M �' FUTURE OUTDOOR STORAGE } Ln D z EXISTING MATURE EVERGREEN SCREEN ao w STONE FOR SHOP FACILITY w ( ( TO REMAIN AND SERVE AS REQUIRED 0 TYPICAL SURFACE TYPICAL o 0 II a ?FRONT YARD SELF -STORAGE BUFFER. 6 d PAVEMENT o _ 14' j Tt �,, N 'n PAVEMENT N ij rn rn I AR 8� c0 I N ° {A oN � 227.36' -- W 38' 0 6' WOOD V y 37.0 A 5' 180.00' 32.00' 150,00' 32.00'-150.00' FENCE LIJ I ° .00 PRO OSED SELF -STORAGE FA ILITY PROPOSED SELF -STORAGE ACILITY PROPOSED SELF -STORAGE FACILITY ENCLOSURE - z 1 I HEI+T: 1 STORY, HGHT.=25' Max, o HEIGHI�: 1 STORY, HGHT.=2 Max o HEIGHT: 1 STORY, HGHT.=2 Max. o J I 1 F_ AREA: 5,400 Sq. Ft. AREA: 4,500 Sq, Ft. AREA: 4,500 Sq. Ft. M o-ao.00' 95.00' CV J o 20.00'�30.31 F.F.=620.50 F.F.=621.17 F.F.=620.50 F.F.=620.50 F.F.=621.17 F.F.=621.83 F.F.=622.67 F.F.=623.33 F.F.=624.00 ' a Ln87 2 TYP. 40.41'— I 12'x12' CONC, M DUMPSTER PAID � 0 I - 0o I I BLDG. to Z I > MOUNTED 6' WOOD rn 0 Q U N • z 9.00, rn o TYPICAL o F.L.S. GATES N r TYP. 0 u o a M 1,3uj ° T w M I o PAVEMENT LOT 2 °�° w LLJ ~ NC ?� = w a� COfI - 40.20' J N ENTRYijv rn Z Z L j W- 87.39' ``' O � I� 50,51' n 180.00' 32,00' 150.00' 32.00' 150.00' U re) O ~ N �I ? PRO OSED SELF -STORAGE FA ILITY I PROPO ED SELF -STORAGE ACILITY PROPO ED SELF -STORAGE FACILITY `L � � Y HEI+T: 1 STORY, HGHT.=25' Max. 0 HEIGH 1 STORY, HGHT.=2 Max. S HEIGH 1 STORY, HGHT.=2 Max. o a = 01UTDO0R STORAGE FOR 00 Q z x MASONRY a I o o BOLLARD 0 o O= tT o SHOP FACILITYz W PILASTERAREA: 5,400 Sq. Ft. AREA: 4,500 Sq. Ft. (nP) AREA: 4,500 Sq. Ft. o = cn O M o KEY 0TY. BOTAN/CAL NAME COMMON NAME SIZE SPAC/NG AR 35 Acer rubrum Red Maple 2 " Cal, see p/ons PS 53 Pinus strobes Eastern White Pine 6' B&B 40' o.c. TO f 55 Taxus cuspidate Densa' (female) Cushion Japanese Yew 3' 9&,6 3' o.c. TL 9 Ti/io cordato Litt/eieof Linden 2" Co% see plans JV 64 (Existing on site) Jun%erus vhrghwano Eastern Redcedar 6' 10' o. C. m 0 C- zr_O CL A z LW CL i yr w a 11, W ti O a ( 0 1 A Otyp.) F.F.=620.00 F.F.=620.67 F.F.=620.00 I I F.F.=620.00 F.F.=620.67 F.F.=621.33 F.F.=622.1 7 F.F.=622.83 F.F.=623.50 �r o 1- O 8719' 40.20'- 1iJI a a ( ROP 32.09'- 14" 3" R P BLDG. U 0 g of )42 E , WATER NOTE: DG• i f-- x Cl. Itl ® 0 78%, Slope W N ``' o THE PROPOSED WATER SERVICE LINES MOUNTED W V xl Co 00 w E oo ©PROP. DI-3B, L=8' TYPICAL 0 o TYPICAL SHALL BE DESIGNED WHEN THE BUILDING F.L.S. O'- tl o PAVEMENT PLANS AND APPROPRIATE USES HAVE BEEN w U ><fl) CV TOP=6t8.70 PAVEMENT COMPLETED, SO THEY CAN BE SIZEDLi N N E i' I INV IN =614.85 I CORRECTLY. (DESIGN BY OTHERS). 00 0 Q STONE N W w J Y~ N i R INV. T= 14.7 0- - SURFACE - a- - I 7. 3 40.00' �z JV •, 0 Inv. . l l n 5.1 180.00' 32.00' 150.00' 3 2.00 150.00' O =LAJ�- t 01 PROF OSED SELF -STORAGE FA ILITY O PROPOSED SELF -STORAGE ACILITY 0 PROPOSED SELF STORAGE FACILITY o HEAVY CL WATER NOTE: n HEIGHT: 1 STORY, HGHT.=25 Max. o HEIGH : 1 STORY, HGHT.=2 Max. o HEIGH : 1 STORY, HGHT.=2 Max. o PAVEMENT �, EX. DRAINFIELb A MECHANICAL RM Q U U w I - .6 b PROP. 64.17'-14"x23" RCEP, I I o o I o (T.B.R.) SHALL BE BUILT Q = z z (zo `� R 1.50' Cl. III ® 0.55% Slope Af=EA: 5,400 Sq. Ft. "� AREA: 4,500 Sq. Ft. "� AREA: 4,500 Sq. Ft. '^ $ FOR THE WATER Li LI m W C� Q u OQ R3o' AR F.F.=620.17 F.F.=619.50 I F.F.=619.50 F.F.=620.17 F.F.-620.83 F.F.=621.67 F.F.=622.33 F.F.-623.00 SUPPLY. (DESIGN �. V_ h- I � p �. 3o.7i' F:F.=619.50 I � - - - • - - - RS' PROF' BY OTHERS). cn j p Li 0 ( aOm W 2 7.29' t 2. ..- 6 HEAVY I 9 PROP. 1- 1 /2" Q - 40.00' , COLUJI N C) Q Z x w w w PARKING AREA= 8,998sf r N' I =U I �oz I 5.50 G� ©PROP DI-38, L=8' PAVEMENT PR. SWM�OPROP. MH-1 I WATER SERVICE 3 Y S O ~ CD n �METAL 9.68' FACILITY ESMT TOP=619 00 0 o HEAVY 66.00' N w I I g TOP=619.50 - / +� 0D' - _ _ - -- 109 _-__ _ N QQw > GATES CG-7 TO1CQ-6 0 _ PROP. 3/4"0 INV IN=613.25 o PARKING PERIMETER= 285' PAVEMENT 1 ESM1 - } V) Q o TRANSITION INV. IN =614.40 0 8 WV �,, O Y Ci CYz o WATER SERVICE INV. OUT=613.15 00 - - 95.00' O IY G_a Z (RT & LT) INV. OUT=614.00 15 m to N _ _ �. 1=1 a:ao's.ao' 6 oi3'a.00' 2 0 W J /� _Y t5 CJ. III 0.55'G S P. -- - -- 2 52' .. ROp 1LR 5 00 o PTYPICAL m V J O J �i w U I mwo �� I t 9 WAT R SERVICE RV><C� � 61.00' Z F I �m O= j 25 5� _ LJ. HEAVY t 5.001 -L E$P 6 9.00 v o �� AVEMENT W W a m a z I o�. a R15R25' R 9.00' i - L 19.00' i R3' (� 10,00, OP. 1- t 2 0 AR° AR° AR° °-�AwEMEN -� o -t Tva ` N �28 ° - TYP. 45 a V)10F 0 HDCP f--'i LyJ �- 0 0 I ON R30 9$. 5 00 0 4 p ° 60.00' _ AR o v g o -u o TL RAMP L �_i - J Q o l.� � W W Z oc�= ° 2 .0 ao PROP. 32 _21 0 ��i"� I o C 8 8 w OI zUcn? R Rs• 1.18 TL PROP AR° I o C -6R 8:-97.00' R10' p U Z W x / / Copper CI. III 0 0.625% Slo _, r r, ro N PARKING AREA= 8:608st K_ -� = U uZZt '4 I 3 4"0 Co -- e A w QI 5.2 R5' 00 WATER SERVICE 60.00' 132.52' I �_ - ~r'--2 .,AR 8 w _ PARKING PERIMETER= 338' U)JW O V t 5.0 50.50' -=-r 35.00' h _ 36.00' _._1 I 44 1 0 � o V . ° N ° Inv. Out=612.95 - --,- -17, 0 cn m C� 4"0 PVC, SCH. 40- ulas 1f7 i - - n 268.14 O = 2. 14' SAN. SEWER LATERAL < J N I 21' m ES- t PR. SWM ARo 30.00' 12 00' HDCP HDCP 13.4 R5' � ®2.08% Slope (Typ.) <^ v II OUTDOOR STORAGE FOR R5' j f�� $°T L N 9 00' ° c? FACILITY ESMT. RAMP RAMP 5'- R4.5' 0 T,PFi� AR z w • SELF -STORAGE FACILITY _ T 3 20.00 i L` AR F.L.S. uj ip N w TYP (' F.L.S. o \ v( v S 0 oo' in a- = U• r\ STONE U m N N 1 t 6, u� o w O _ o oN r*t d, n 0 z 0 V1 cp SURFACE O ; g u 2 t .9 ,"- I O �' Y N 1 Q Z 1 p 4 = AR° o, PROP. OFFICE SHOP FACILITY PROP. OFFICE SHOP FACILITY 9.00' TYP ri w rn a ® w. - `° Z r tv CD U-) F � �' t 20.00 a oa � 10.00 � 0 O p A �ry °p `* N d r TYp. �Ir N o HEIGHT: 1 ST Y, HGHT,=25' HEIGHT: 1 ST Y, HGHT.=25' rn J-- x W v °` • ♦ AR° AR ° ° • CL Z 0 EX " I $j 8 o AR o w •1 s.00' SArr. SEW ESMT AR AR o a ., N mlLi o ? o ° i 11 J z �; - HDCP � N 11 ° AREA: 6,0 0 S Ft. AREA: 6,0 0 S Ft. 20.00' 20.00' a 2 _ 0 r� W w .a 1 a- 8 o R f PRO ED STORM WATER q' q' 8 TYP W I` TYP. ' ace a Q0 c -- a I w R UAL '�'� Qw o' F.F.=621 .00 F.F.=621 .67 F.F.=621 .67 F.F.=622.33 0 �'` 1 t/2"m N I` I� t/) q > a a `LJ m �+ i MA' EMENT FACILITY a u� Y w co a w -, D ,� Q AR. i % z - 15. FORCE MAIN W% N In C 2 w O CY -<o W� O W 000 GALLON SEPTIC TANk I ( F- o o `� -0 o i z Q v $ co N `- f- \ 44 SIMPLEX PUMP STATION �� 00' 2 PVC N I _� Z c o - - a v = g _o = Q PR. SWM TOP=620.80 �d ° 5' �- PROP. 1 - 112 "0-- FORCE MAIN 0 CV -C Cn o w I U 60.00' AR R12' 10 00' INV IN=6i5.50 ° a �. U cD " NOao W o a< NON O� ° FACILITY ESMT. VDOT PG-2A STD. WATER SERVICE 268.9t r � W PAVED DITCH 20 00' 1 4 ' ` 16 - �� PROP. DRAINFIE�D (n C 0 O 3 O "°S a_ = REARCONC. TYPE 81, D= 6" ARo TRAFFIC -RATED TRAFFIC -RATED R4'� 3 n � '� Z 64.00' 150 DO R LANDING C. 0. ASSY (Typ.) C. O. ASSY (Typ.} / JV Q� O O w O Lln < O 33.48' 24. a -/ W U •� t 3 w x MASONRY CONIC AR °- o PURAFLOW 0.82' } STONE T �; o� > O I w97. b, PILASTER ° M STEPS t 0' SURFACE 1 `v TL ���' SEEYS TM 5 .-- _0 C WI TYp•, R 10.00' AR- SAN. S ESMT. SAN S W. SM . i ° 8 48 01 F L S. 3 PROP. WELL( ) 0 0 � aj 0 CG-6 Inv. In.=612.40 18'0 ES-2 STONE 1 R1 • - �. S 1 F� (Cl.11-8) '� C - Q R60 �P80' SURFACE R5' vG TYPICAL m N 0 - I 66.00' AI - w S �' PAVEMEN g0 -'`' 3 JV - 0 0 1t/2m -+� -C� a�= 1 m s Sa 1000 GALLON SEPTIC TANK n cO FORCE MAIN nr �G�b R50' Vi 1 O PS 0 U C7 in F� 4'0 SIMPLEX PUMP STATIONS N Tnp-620 0o F, L.S. PROP. 40.00'--18"m--CMP _ __ T 25 . �L - I F.L.S. �'V� ENfR N PAD 6' W D 25 BRL � a --•-23.72' RS' 15' F.L.S. � '�'�• � 1 11NV 0N=615.20 I �, E,OG ® 0.5095 Slope I LL 0 ' i 5.00' N. L.S. 15,00' SAN. SEW. ESMT. 3' CO GATES U) ~ W Ex. "CLEARBROO °AR 1C)Q 79 SEW ESMT. _ N t 69.48' ___.. _�_ I_._. _ �_.:... __ _ ._ . _ _ t2' CONC. _ L ALK (3 JV (4)JV � N SELF -STORAGE" SIGN. ,� � _ . HT= 14' UM T E CLOSUR RELOCATE SIGNFROM R.O.W. ASII NECESSARY. I -=- Inv. Out=6'I2. - - 97.64' _ _ 1 --- - S %� 0� 25 'W. PROP. 30' EMERGENC I 669.14' * S 69.38'23" W 157.6a���rQve1 �+h SPILLWAY I OWbER: RDJAM LIMITED PARTNERSHtP 192. 9� el 1I1�11I' O -� PROP. 6' -0" HIGH (3)JV T.M.: 33-A-1058 (3)JV (3)JV 21)PS Z � 392,16' CHAINUNK FENCE ZONE: M1 ~ W - J - 592. 16' _\ �^ ` c� +III ( :D W L., USE: COMMERCIAL. AND INDUSTRIAL i z _ o \ VEGETATIVE SCREEN -_- ' Z Z FOR SHOP FACILITY " 0 EXISTING MATURE EVERGREEN SCREEN NOTE: o� > OUTDOOR STORAGE AREA �11� rrrra 9111YI► r�riir U W TO REMAIN AND SERVE AS REQUIRED I � � I FRONT YARD SELF -STORAGE BUFFER. NO LOADING AREAS ARE PROPOSED TN OF FOR THESE SHOPS AT THIS TIME, \ OWNER: RDJAM LIMITED PARTNERSHIP I w NL p� T.M.. 33 A 105B \ ZONE: MI j USE: COMMERCIAL AND INDUSTRIAL i \ ° - Tl Y . PAINTER \ J ! o. 8260 /u, 3 () {ww W u, S/ONAL SURVEY: C.I.: Pointer- Lewis, P.L.C. DRAWN BY: JOB NO: 30 0 30 90 TGP 0205051 SCALE: DATE. nn 1 "= 30. 0' 121131102 Scale 1" _ ,3 �1 f t SHEET: 3 7 EPTIC TANK - MP STATION P TED S (Typ.) SE F.L.S. CONSTRUCTION NOTES WATER SERVICE 1 �1 2 SERV10� , 4�2 SOUTH BUILDING SEPTIC TANK AND PUMP STATION 1000 GALLON SEPTIC TANK __J 1000 GAL N PUMP TAN PROP. 1 -1 /2" 0 WATER SERVICE PURAF PEAT BIMLTER 4 MODULES(WHITE) 1 1 /2"m FORCE MAIN 2:1 SPLITTER CLEAN OUT AS RE D 4"0 SCH 40 PVC MINIMUM DEPTH= 6" MINIMUM SLOPE 2.Q8% A 103" 8" Diom. BLOCKOUT w/PRESS SEAL ." �._ __ r%, ^'KOUT NTROLS Diam. BLOCKOUT TRESS SEAL 1 1/2" PVC 11 fI w 2"cD FORC MAIN C) PLAN VIEW PLAN VIEW WELL SITE 0 DISTRIBUTION BOX DISTRIBUTION BOXES 0 S 69'38'2309 W 192.89 PLAN VIEW OF PURAFLO SYSTEM SCALE: 1 "=20' WATCOTIILJT RISER AND LID CONNECT FIE TROL PANEL WITH GRAM TIMER & ALARM CONDUIT FORCE MAIN UCER AS REQ'D CK VALVE WITH SIPHON HOLE REQ'D �M/OVERRIDE LEVEL WATER CUT-OFF LEVEL IP WITH LIFT CHAIN IP STATION PURAFLO SECTIONAL VIEW NOT TO SCALE USE A 1000 GALLON PRECAST SEPTIC TANK FOR PUMP STATION MODULE GRID PURAFLO PEAT BIOFILTER EL. 25.00 MODULE-4 REQUIRED A IF-- SOIL BACKFILL 1. The treatment system shown on these plans is based on a proprietary system by Bard No Mona, Envoronmentol Products, Inc. Greensboro, NC 27417; tel: 336.547.9338, This system has been approved by the Virginia Deportment of Health. Intollation must be in accordance with the manufacturer's specifications. Z. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. 3. All sonitary sewer and water supply construction sholl conform to the current standards of the Virginia Deportment of Health and Frederick County. The CONTRACTOR shall be responsible for obtaining oil necessary permits for the installation of sewerage facilities. 4. All gravity sewer pipe and force main pipe called for on the plans shall be SCH 40 PVC ASTM D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. The pipe trench bottom should be constructed to provide o firm, stable, and uniform support for the full length of the pipe. Any part of the trench bottom excavated below embedment grade should be bockfilled to grade and compacted. All pipe sholl be installed with proper bedding providing uniform longitudinal support under the pipe. Initial bockfill material should be place to a minimum depth of 6 inches over the top of the pipe. All pipe embedment material should be selected and placed carefully, avoiding sharp stones over 1-1/2 inches in size, frozen lumps, and debris. Sharp stones should be excluded from the embedment material. 5. The design of the system is based on soils work performed in the field by a professional soil scientist_ The design percolation rote of the soil is 100 minutes per inch. The soil texture group is IV. The design flow is 450 gallons per day. The design loading rate for the Puroflo system is 0.50 gallons per square foot per day. The treated effluent will be discharged by gravity flow into a shallow placed soil absorption area consisting of 900 square feet. The droinfield will contain 9-50' x 2' wide, trenches of a depth of 10 inches. 6. Apply sealant as required to make all concrete components permanently water tight. Put each pump olorm on a separate circuit. ERECTORS PLUS-FREDERICK COUNTY, VIRGINIA EMPLOYEES: The projected number of full-time, on -site employees will be not exceed 30 persons. DESIGN FLOW 24" MANHOLE WATERTIGHT RISER AND LID 24" x 24" ALUMINUM it ACCESS HATCH 12" MIN, COVER 0- REINFORCEMENT PER 4000 PS! CONC. TANK MANUFACTURER J tat'! O - 0- VARIES 3' to WATERTIGHT NEOPRENE BOOT OR GROUT SEAL -TYPICAL FOR LLJ N ALL CONNECTIONS 0 ,. Q 4" SCH 40 PVC FROM BLD� $ Lj 3 ri SEE SITE PLAN FOR INVERT ----_-_-_ WSE CONTRACTOR TO ► W 8" VERIFY INFLUENT 6' N _ ZABEL A300 WASTE- ----+► ELEVATION 1 1 /2" BRONZE Z WATER FILTER WITH GATE VALVE BALL EXTENSION REDUCER CHECK PROVIDE HIGH WATER 1 1 /2" SLIDE -AWAY o 52" 51" ALARM CONNECTED TO +15" COUPLING AUDIBLE ALARM TO BE LOCATED IN NEMA 4 BOX +10" 24 1 /2" AT PUMP STATION -5 U 3 1 /2" PUT ALARM ON A SEPARATE © �y CIRCUIT J N W W N 6" LAJ N -. CLLAJ C] 6" CRUSHED S NE _. 8" C.5 U U -z COMPACTED SUBGRADE-- --+• PUMP ON O LA_ W M W PUMP OFF t n CL Q t) y le- 2 '�-- 4" - 4' DIAMETER SIMPLEX PUMP STATION 0 to c~n a < Y ORIGINAL. GROUND C) O NOT TO SCALE tY W to -- TOPSOIL BACKFILL ON SEE LOCATIONS (2) FOIR PUMP STATIONS ON SITE PLAN � LA_ J CD '� m QLA_ u',r'''3= 4'-6' FILTER CLOTH 4' DIAMETER SIMPLEX PUMP STATION PUMP SPECIFICATION Ad w TERRATEX NO. 2 OR EQUAL V MEY SERIES EFFLUENT PUMP SPECIFICATIONS w O V 2"57S ABOVE PIPE o to EFFLUENT PUMP- Pumps sholl be F. E. Myers ME3H seiries effluent pumps selected in accordance 0 4"0 PERFORATED PLASTIC with the following design criteric: a_ 12" DRAINAGE TUBING Number of Pumps: 3 O ---- 6" #57s BEDDING Primary Design Flow: 20-30 gpm 0 Primary Design Head: (1) 17'; (2) 13'; (3) 26' N Minimum Shut-off Head: 32' aJ °� , N � ---- UNDISTURBED GROUND Motor Horsepower: 113 p' 0 c Motor Speed: 1600 N , j Electrical: 1 15V 1 P 60 HZ N I I v N N s TYPICAL SHALLOW PLACED TRENCH PUMP - The pump sholl be designed to handle septic tank effluent and be capable of passing + c7 NOT TO SCALE 3/4 (n C inch spherical solids. The pump shall be capable of horndling liquids with temperatures to 140oF x o' 3 intermittent. Q - u Motor - The pump motor shall be of the submersible hype rated J hp at 1600 RPM and shall be 0 v 0 '0 for 115 volts single phase volts, single phase, 60 cycles. Single phase motors shall be of the ` N c - a shaded pole type with no relays or starting switches. Sftator winding shall be of the open type with m v c E .. Class A insulation rated for 105de13 maximum operatinlg temperature. The winding housing will be .L 0 u 'o PUMP CURVE filled with clean dielectric oil to lubricate bearings and :seals, and transfer heat from the windings � c o E to the outer shell The motor winding assembly shall be pressed into the stator housing for best � 3 1- w LJ • • • /!ii�1/1IRM s • , fl111101 f;R•0/Tctf«i'0 _1751 >• I.. ■ C�f� �l�'�R4��'!1/•1I.�1�44191���It>�•��'!/rS•t��■�Iy:�)•■�C��.•)• .. � .. � . - [i[�•7 :.r�r:>•�Ir�r�• ilk•.+ �i�s���i■ iY�]■■ W `' • [ice] �• •=�r=� •'• �• =E'� olignment and heat transfer. N O The motor shall be capable of operating over the full range of the performance curve without i overloading the motor and causing any objectionable noise or vibration. The motor sholl have two bearings to support the rotor, on upper sleeve bearing to accommodate radial roods and a lower sleeve bearing with thrust pod to take thrust and radioll loods. s (n From site specific Information: 450 gpd (30 employees 0 15 gallons- w 1 per day per employee} € -� w U) A heat sensor thermostat and overload sholl be attached to the top end of the motor windings Z TREATMENT SYSTEM DESIGN TDH CALCULATIONS FOR SYSTEM CURVE and sholl be wired in series with the winding to stop the motor if the motor winding temperature Z Z Surface Lood Design Maximum: 4.9000 gol/sf/day Assumes f = 0.022 for 2 inch pipe typical operating range reaches 221 oF. The overload thermostat shall reset automatically when the motor cools to a safe Y Max. Allowable Organic Loading: 0.0102 lbs./sf/day Static Head in Feet Measured/Estimated Friction Head in Feet = (fLv2)/(29D) = (2.1355 x 10-5)LO2 (0 in gpm, L in feet) operating temperature. ow Domestic Effluent BOD Design Maximum: 0.0021 lbs./gal (250 mg/1) Pressure Hood in Feet = 0.10524(0/No. Mod.)2 (Q in gpm) from Orifice Equations Treatment surface area required: 91.8367 sf 0 (gpm) No. Mod. L (feet) hstot (feet) hf (feet) hp (feet) TDH EQUIVALENT LENGTH ESTIMATE - POWER CORD The motor power cord shall be 10 feet SJTW/SJOWA type. The grommet shall NTH Op •fYi o Organic loading area required: 92.6471 sf 0 4 128.00 9.00 0.00 0.00 9.00 Element 2" Flg, Eq. Length Number Eq. Length thread into the motor housing to provide a positive seal and to prevent leading of liquid into the 10 4 128 9 0.27 0.66 9.93 Length 10.00 1.00 10.00 motor housing. The sealing grommet sholl provide strain relief for the power cord assembly. " 20 4 128 9 1.09 2.63 12.72 Reg. 90 deg 9.00 5.00 45.00 C• PNM a Number of modules 0 26.90 sf/module: 3.4441 modules 30 4 128 9 2.46 5.92 17.38 Reg. 45 deg 4.00 0.00 0.00 40 4 128 9 4.37 10.52 23.90 T (Diversion) 11.00 0.00 0.00 SHAFT SEAL - The motor shall be protected by a rotating mechanical shaft seal. The seal sholl 18260 Number of modules required: 4 50 4 128 9 6.83 16.44 32.28 Coupling (Disconnect) Check valve 2.00 1.00 17.00 1.00 2.00 17.00 hove carbon and ceramic seol faces lopped to a tolero'nce of one light band. Metal parts and springs for seals shall be 300 series stainless steel, !far 'Pam PERCOLATION AREA DESIGN Boll vane (fully open) 54.00 1.00 54.00 E8g Design Percolation Rate: 100 minutes per inch TOTAL E0. LENGTH 128.00 PUMP IMPELLER - The pump impeller shall be of the riecessed type. The impeller shall be �4NA1 Soil Textue Group: IV Programmable Timer Settings 9 9 constructed of engineered thermoplastic. SURVEY: C.L: Design Loading Rate: 0.5 gol./sf/day(VDH Puraflo General Approval) Anticipated Flow 30 gpm From pump vrs. system curve plot MOTOR CASTINGS - The motor housing costings shall Ibe of high tensile strength Class 30 groy Pointer -Lewis. 2' "Puraflo": Design Flow 450 gpd From design flow for facility cast iron. Castings shall be treated with phosphate and chromate rinse and pointed with a high P.L.C. DRAWN BY: JOB NO.: Percolation Arec Required by 900 sf Dosing Interval (Pump Rest Time) 2.00 hrs_ Standard for single pass quality air dry alkyd enamel Number of Doses 12 d-1 JCL 0205051 Trench Depth: 10 inches P Approx.Volume per Dose Pump Run Time per Dose 37.50 gol. 1.25 min. PUMP CASE - The pump case shall be a high efficienc:y volute design capable of passing J inch SCALE; DATE; Trench Width: 2 ft Trench Length Required: 450.0 ft Pump Run Time per Dose Tank Volume (gol. per inch) ESTIMATE 75.00 sec. 22 gal. in.-1 From tank dimensions or tank manufacturers' data spherical solids. The pump volute shall be constructed of Cross 30 gray cast iron. SHOWN 12 31 / 02 Trench Length Provided: 450 Draw Down per Dose 1.7 in. FASTENERS - All exposed fosterers shall be of 300 series stainless steel. SHEET: 5 7 ------ ft-L. PROP. .09'-14"x2 "O RCEP PROP. 135. 7' - 21 "0 RC - - CL. 111 0.78% SLOPE 610 _ CL. ill 0 0. 2% SLOPE -.-- _.. �. _.__...... 610 PR 6P. 2.00'-21"0 RICP PR . 64.17'-1 x23"0 RCEP { CL. III Q 0.63% SLOE CL, III 0 0.55% SLOPE OU TLE T PROTECTION _ _. • -_. -__._ 00 OD J J m W W .� 0 a.-. 0 W o a cv CL e ►� QIFi� Ni (I w �r It o�vG _ a- 00 00 4 �j IV o — _ co z 400 Z 0�0, n z_ o CN - � z + _ + z + z 10+00 11 +00 12+00 13-1.00 '�TEV�ATNAN OF LARGEST 'VE is �L-- mon t0 GRAM rO I•WrJ1T OF OUFI.ET RH/[ ECTION A -A 1F TREATMENT IN DROP INLETS Fil-7_7 � WRTUND C3tUP3lAG-.IEETE I•Xo ;XXIFORAEON 21CTT0`CCLASS Ai OR CLASS CI EXCEPT rNAT ISY. Of COARSE A C EGATE MAY E UP TO a • M TEA AAIO CONSIST Oi s TONE aRONEN BWCx I I II i Ilt01EN :ON�CRTET'E Olt BRCNEN ._oNCRETE BLOGIN H£ iUWACE V% COARSE c.ABf WEAVS OF 17HK L REMAIN EXPOSED � OETALS Oi INVERT SNAILS AS SHOWN HEREON *f 'OR FJIA•'LE _ R11rOLES O/tY. E.cN MMN Z OR DROP +lE' S 'O BE SNAiKO . MIDIWOUII.I.Y TO SST FR M 'ARTKYA AR H E i AND CUTLET -OFFIQUTATION MG FLOW ..{Es. SECTION 9-8 PLAN METHOD - OF-TREATIrENT IN MANHOLES STANDARD METHOD OF SNAPPING MANHOLE & INLET INVERTS Jrl2 vPoINIA JEPART•ENT OF 'R.ANSPORt ATION 0006 STORM SEWER PROFILE SCALES: (H) 1" -50.0' (V) 1" = 5.0 625 _ -__-_ _ _.__.. __�.._ _ _ _____._.__ ._._ _� _,___ 625 EX. GRADE PROP. GRADE 62O 620 615 615 LPROP, 50,00'-18" RCP CL. 111 ® 0.50% SL E La � cO 00z 0 j 0 y 10+00 11 +00 HALF PLAN VIEW SEE 5TANDARAO SL-!FOR APPLICABILITY OF SAFETY &AW STANDARD MH RM4 L ^.OVER THE TOP OF MASONRY 5 TO ME LEFT ''I SLIFFCENTLT OW TO HOST PROPER — 4 ALSTAENT OF COVER 40 FRAE 10 I AUOE SY IHE •15E OF Ma{TM OR IRCI( AS :)MCTED BY 74 ENGINEER / " FLAT AN D ' 1 JET 7N 'IWAIb RM-I M 9I•snN0 FOR APE! o I SECTEN ALEN APPROVE ••l �_ 'HE ENCRELR. sPO. Sr-, s�•M� w�H�w .� ..���• �mm IW Ww ommm BROCK CONICRETE a Ar H-s -�1 +Alm• � _ - "Was, �A. rww00" OPINIONS - • i w.Rw AAe A-wA-r _ SHEET i Of 5 NO ES ! QUANTITIES SMMM ARE FOR MANHOLE MRHOUi PPES THE AMOUW DtlPIACED BY PftS "T •E OEDUCTHD TO 'ATAM TRUE QUNFTITES. 3 A BASE THCNIESS OF r M+AS USED W :_JMwJT•W I:oNcRETE '7UNFTRIES. 3 NCREAIENTS 70 SE AI FOR EACH ADDITIONAL � 0T OF DEPTH. • MATERIALS MAY SE BWCI CONCRETE OR APWN7VED CONCRETE MAIS40LE SLOCK f KG S ARE 'SED 'HE MNINAA 'HICXMSS OF SAME 5 TO E S" Ott" 140011IMESM ARE t0 :AIIFoRM iTO '•H{CNNESS V40MIN FOR { ALL :ONCNETE `O E CLASS AJ I OHM = 6 TO BE 9H� INS ACCORDFMCE Mrriq STAIDAIC IS-, MANHOLE FOR 12" - 48" PIPE CULVERTS vFFO•A LCPARTMENT OF TAAHS►DRTIT,ON xi2 KIM- ���] 7iILr7 18'0 ES-1 18'0 Inv. In = 612.40 STORM WATER MANAGEMENT POND OUTLET DETAIL N. T• S, 40.00'-1800 MP 2 0,50' Slope a' PLAN 40.00'-18'0 CMP 2 0.50% Slope TOP BERM = 618.75 100 YEAR W.S.E. _18.54 3 10 YEAR W.S.E. = 617,76 � 2 YEAR W.S.E' _ J616'27 �2��ETmi1E$I�E�� zAiE�illQSi ��INIFLFAc�,I����TariatlrAEgal 18'0 ES-1 18,0 Inv. Out = 612.20 SPILLWAY = 618.00 ��1 APPROX. EX. GROUND PROFILE ORIGINAL GROUND ELEV.--� DIRECTION OF FLOW 87 CU. YO. /I ACRE. D_!wWCTTON OF FLOW ; N AREA2 Qffx_qQft_ff_ rLow ! r T A 0�r,+1 67 CU. YD. /I ACRE. FitTIERCLOTH AL GROUND (EXCAVATED) o E1EvAnON COARSE AGGREGATE" AREAL -CLASS I RIP -RAP •P COMM, AOOREGATF SHALL 8E VDOT 03, /357. OR #5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH (IN FT,)- 6 X DRAINAGE AREA (IN AC.) t Min, CLASS I RIP -RAP D14 t G SKIN w� •'ter-. r ++r'� � mow- .. ��r. �ti+• � ^ r. p,- �... r nw ^ .._ ^� � ^'•' r �•1` _ �..�Fti r. anew �1u.r- �...rr "...,...,� w ".'.4 w _•�` ... �.` ��•. s. .r ^� rr. wr.,.„� ti y Mrw+r�w. +• �•�." .l..�ti•�.., "'•! �.w� •w •.+M.'^ 4'r•�.r s.•.w..••n •a .fir,' y .'� r d ILTER CLOTH EXCAVATED AREA COARSE AGGREGATE OUTLET (PERSPECTIVE VIEW) SILT TRAP Y0 DRAINAGE AREA WET STORAGE dT DRY STORAGE d22 OUTLET h (ACRES) AREA T (S.F.) (ft.} AREA 2 (S.F ) (ft ? LENGT)A(ft.) (ft.) NOTES SILL TRAP 3.93 AC. 4740 SO. FT. t.8 4740 SO. FT_ T D' 24' VARIANCE REQUESTED: (90•X65') (90'x61S') 2.5 SILT TRAP CONTRIBUTION DRAINAGE AREA ALTERNATE END -SECTION 12" 60" PIPE E 5-+ +NIA ESID ON OUITLET END 5ECTIONS SPHFAT Et0 ON RLET END-sECnCN - --- - __--- .. CONCRETE TO E •ODD ET MINIMUM 3F I KAN4 _L WidETER 11F PPE �`POx STELL_:.ABWC AWORCEAENT-- A - - PAY Low — � END VIEW SECTION X-X w �1ir�YA3�t9ErTiE�Ai�f/9�� �lIEEE:7lTit>�s't14INMA9i INI w"W'SE10 An -_ - �____ PAY RNE .--__••I NOTES: PIPE •.XNc*HS aN•MN JN PLANS ARE ' B/+BED ,.71 EfA—SECTION DESIGN I�M6MN OII THE i THE CDNTRICi ELEC rS TO I THE AL rmKTE oeslDN sNorM ON - Ck•=` -''"IEHO7+43 SELL FE aE0UCE0 RY 'HE OlFcfjEI'M IN DIMENSION •O- - SLOPE DETAE SPECIFICATION REfERENMFLARED END -SECTION FOR 12"-60" CONCRETE PFE CULVERTS W? v4WI DEPARTMENT '3F rRANSPORrArION p2.0, a-JAJB•x FOR OlpEErAIS OF iiE.T )DINT M H OAST SARS prCt� EVIPISION AONr/^'RATE COVED! .. BACN OF '1, OEwKK '� ABM • r' 1T cJ! ARI if 2, •AR•IIARS .•: r ��Ew stsgA9E 71. NM AAR ♦ �3TF7. SE li NOE5 -.0AR, F •CE E Y✓A •.. T ... ;AITFFJI .7IAfl1 CONTROL 1WAT —_ {'-D• __ti KAN j � SECTION A -A _ _�•�—� Axe. _ -, �i (�A _ D YAN&W MAX. i0' 1 (" KEYED GONIIT. ,�O,N�1rP� I-_.__..�.__.— OPPROACH CUT v F -3AFM _.._a- aw5 OFF" HOLE FRONT ELEVATION 3ARs I— 1 sARs e GUT^EP 4E1ADVFDI ' �'!..-i)Z•_..�.� W/14. SENT T , TKIN B-8Q"g i TYPE ANDS[ aeTAl gall SEvSEO YNTN CG-J L CO-7 STANDARDS V.' It � -,' \-�-^_Yfi"%1%i •7F/" HYPE s NOSE JETK ViALL E '.TSEO WRN CO-2 STAIIDARDS, A V TYPiE S swl* GN.YA*= PLATE FOR 'YP! A !0 E SUIT OM AN,ANGLE OF 98' 3•' ` TO ANAL Rd1AT C-c CONNECTORS AND IS t0 E ANCNOM PON e X 4' 1" SFIEAR NOSE. DETAYLS WELDED TO SEW PLATE At I•^_•C. >AVENENr 01-38 l.- -x ---.T_ --MMiPEO aAvfiaN1 IIIABT L L 0(✓�'�, � DE T AIL WHEN USED FOR USE '74 13I11 ADJACENT TO CURB 1 FOR im a ;Ass WITHOUT GLITTER 90TH SIDES 70 E �YWIETRIC/l STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' ISJ IDA.O• IMiGP{A APARrWNT Of 'RANSPORTATTCA 11 V) LU V 4 C '^ V , V e � O ix V) 0- Li Z W N W U V) 0 z V) Q 0 04 W Q N W ac ® LA_� m LAJ V~' CL V) > �..V Ocn�°C O �V) Y 0 m(Wj LAWJ�J jr CD M Jd ZLAJ W �v OJ C) I,E-^- U 7 V A a 0 0 0 N 0 N M C I W LO .� LD 0 (n C Y &0 00 3 a> InLv U += C O C Oa 0_ . L v u 0.V) O a N G .._vim ago— Z�LL1 .tt � Z z O )XITH OP LK �18260 o�o G ON Al, SURVEY! C.I.: Pointer -Lewis, NSA P.L.C. DRAWN BY JOB NO.: TGP 0205051 SCALE: DATE: AS SHOWN 12/31 /02 SHEET: 6/7 HDCP SYMBOL (WI- SOLID BLUE BACKGR HANDICAP PARKING DETAIL N T.S. HANDICAP SIGN DETAIL N.T.S. NOTES: 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. CONCRETE CURB & SIDEWALK DETAIL N.T.S. AS NOTED EXP JNT. MATERIAL ( ON PLANS l Slope: 1 /4" 1-0" C 4 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 00 00000 0 0000000000000000 CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC 6"x6"xW1.4xW1.4 WWM CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) yl I 6 Pe 2'-O" I PARKING AREA TYPICAL SECTION 2" SM-12.5AL BIT, CONC SURFACE COARSE 6" 21-B I=1=1 I COMPACTED SUBGRADE -- -I (I=III= II,,III- NOTE: PLANT SPACING VARIES-(SI PRUNE ALL BROKEN, DISEf AND WEAK BRANCHES ALL SHRUB BEDS TO BE C EXCAVATED OF ALL EXISTIN TO REQUIRED DEPTH AND W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL SCARIFY ROOTS ON . BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED PAVEMENT DETAILS N.T.S. RE9EIMD PARK" 12" x 18" S TD 12" x 6" STD. STD. U-CHANNEL POST PROP GROUND !T 19I I 11 r= 4' RESERVED PARKING (VAN ACCESSIBLE BOLLARD DETAIL N.T.S. 6"0 CONC.-FILLED STEEL PIPE PAINT YELLOW -T.—_ m d FINISHED GRADE r� �18"0 CONC. BASE (3000 psi) CG-6R FIRE LANE SIGN N.T.S. COMBINATION 6" CURB & GUTTER REVERSED N.T S. 6I "I'Am �'R I- •. i TRUCK & DRIVE AREAS TYPICAL SECTION 2" SM-12.5A BIT. CONC. SURFACE COURSE 3" BM-25.0 BIT. CONC. BASE COURSE 8" 21- B STONE BASE 1— COMPACTED SUBGRADE7 II —III - GRAVEL AREA TYPICAL SECTION 8" 21- B STONE BASE COMPACTED SUBGRADE II=III—III —111=111_— II —III SECTION 12" x 18" STD. STD. U-CHANNEL POST PROP. GROUND DUMPSTER AND ENTRY PAD DETAIL N.T.S. 12'x12' 4" CRUSHED STONE (3500 PSI) 6" CONC 6"x6"xW2.9Xw2.9 WWF(1.5" MIN CLEAR) DUMPSTER ENCLOSURE & - FENCE DETAIL N.T.S. ------- 2x6 TOP RAIL 1 x6 BOARD, --- FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POS 2x6 BOTTON ATTACH RAIL W/ 3-10d (EA. RAIL) 12" DIA. PO FILL W/CON, NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH_ THIS DETAIL SHALL BE USED FOR THE ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. THIS CURB SHALL. BE USED WHEN DESIGN 2 SPEED IS GREATER THAN 40 MPH 0 5 RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. 91'1 NOTE: COMB. CURB AND GUTTER HAVING A RADIUS R _ .---- T OF 300' OR LESS (ALONG FACE 4F CURB) SHALL. I BE PAID FOR AS RADIAL COMBINATION CURB AND • ry GUTTER. i THIS ITEM MAY BE PRECµS' R CAST IN PLACE. - CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 7" ------ -2 0" i PSI-4D00 IF PRECAST, THIS AREA MAY BE CONCRETE.' -- I WHEN IN COMBINATION M('J''ABLE CURB AND AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STO:,JARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS THE BOTTOM OF THE CURB AND GUTTER MAY BE -- -- TO HAVE THE MOUNTABLE C'JRB CONFIGURATION CONSTRJCTED PARALLEL TO THE SLOPE OF SUB- INCORPORATED, SURFACE COURSES PROVIDED A MINIMUM DEPTH WHEN THIS STANDARD 15 TO BE TIED INTO EXISTING OF 7" !S MAINTAINED BARRIER CURB, THE TRANSITION IS TO BE MADE C G — 7 WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. COMBINATION 4" CURB & GUTTER (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR AOD'L INFORMATION) 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. h I d) 60i A. \\\\\\ �A. MIN. TREE PLANTING SECTION w z g X Ld w I— O IY EX LANE H14/-) FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL TURNING LANE TYPICAL SECTION AT ENTRANCE N T.S EXISTING PAVEMENT STRUCTURE 2" SM-2A SURFACE COURSE 3" BM-2 BASE COURSE 8" 21-B SUBBASE COURSE OUTSIDE ROAD DITCHES aR aT scoff v5 CN SLOPF . n 9PCK S STONE AGGREGATE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE STANDARD PIPE BEDDING DETAIL SANITARY SEWER PIPE N.T.S. TYPICAL (PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. O.D.+16" VARIABLE 11 SLOPE CROSS SLOPE 1 /41' I_ tii• : : - .7 mill 00 4_ 0( —00pp1 01,800 I80°, 0I I 0I _I I >00Op0p°p0°"I �I 00I 0I 0.I :•0� •� 0,II�::I1—'•O: .°'OI'°''I•O:I°—"• III-CI G 0 '00 00O0000O00,0000° o°p. `I-7 iI00l �I 0,0 � 00° °O 00°0°O O°0p0p000o00OO�p0oo00p o0p0aper°0 T!!! °0'00� 000�000°0a000000Z-U�0 p 000aoO0Opp00�0°0 0000p°°op0 0 O ° ° `- I COMPACTED SUBGRADE TYPE D FRONT SLOPE: BACK SLOPE Wi W2 K SO. YDS. SURFACE LL Al 6" 6 1 4.1 3' 0" 2'-1" 48 0.565 Al 8" 61 41 4'-1" 2'•9" 104 .0759 A2 6" 6:1 3:1 3'-O" r-7" 42 0,509 A2 8" 6:1 3 1 4'-1" 2` 1"' 2 0.685 A3 s" 61 2.1T-O" 1`2" 3 0.463 A3 8" 61 21 4' 1" 1'-6" 0.620 Bi 6" 41 41 2' 1„ 2'-1" 38 0 463 81 B" a t 4:1 z' 9" 2'- 9" a 0.611 ? 8" 4a 11 2' 9" 2' 1" 7 0,537 82 1O" 4.1 3:' 3' 5" 2'-8" 130 1 0.676 83 8" 4.1 21 21-9" 1'-6' 6 0.472. B3 1 4:1 2:1 3'-5' 1' 10" ill 0.583 84 8" 411 V :1 '-9 T 5 0.435 4 10 4=1 1 :1 3 S' 1 •6' 101 0,546 Cl $" 31 2:1 '-V V-6" 50 0.398 Ct IOU 3'1 21 2'-B" 1'-10" 0.500 C2 10" 3:1 , 2'-8" 1'-6•' 0 0,463 C3 101, 311 t-1 2'-8" 1'-2" 70 0.426 MEDIAN DITCH TYPE D SQ.YOS. D - DEPTH W W SURFACE: 2 AREA PER LIN ! T 8" 29" 2' 9" 1 4.611 K - 82 DITCH AT TOE OF FILL OR TOP OF CUT TYPE E 12" 2',3" 2'-3" 0.500 K - 115 ire vlti� Y PLAN FOR TRANSITION OF PAVED MEDIAN DITCH TO MEDIAN DROP INLET GUTTER D-� A �� /� ALTERNATE METHOD E-3 � L-3(W 1 •w z) B " l � \;/ F FORMING DITCHES SECTION E-E SECTION D-D VERT CONSTRUCTION JOIN OPTION INVERT MEDIAN DROP INLET GUTTER MEDIAN DR DP CURTAIN WALL TO BE LOCATED AT 1 RADIUS LAT BOTTOM) —PAY LINE INLET BEGINNING AN END OF ALL CHANNELS AND ON THE LOWER END OF EACH EXPANSION JOINT. LAPPROACH PAVE Ems" -I MEDIAN DITCH D� A� B •4 DOWELS, %" L PE LONG ■ 5" - SLOPE NOTES: FOR SECTION A -A AND B-8 SEE STANDARDS DI-7, 7A AND 79. 6" NOTE: ALL DITCHES MAY BE CONSTRUCTED WITH VERTICAL TRADITIONAL PORTION OF PAVED DITCH TO BE PAID FOR AT THE SAW SAWPRICE SIDES AT THE OPTf14N OF THE 81D PER SO. YARD FOR APPROACH PAVED MEDIAN DITCH. CONTRACTOR. STANDARD PG-2A DITCHES To BE CLASS A3 CONCRETE. CURTAIN WALL SPECIFICATION REFERENCE STANDARD PAVED DITCHES 502 VI2GINIA DEPARTMENT OF TRANSPORTATION 109,01 'Max. ) J_ Q W w z J W Lil N I— 0 Z Q L� Jcnww�� W J �2e to N W — ac�C) L'�a�c Z O m w U) cL. Q Z (/I - Q Q _ — Y=O�'Q o�NQMo m_U J Q li W Q M LAJ w � U 0 a VO O J N a Q) .- 3f" N C e+ N r In In C r) r/ Q N N _ W Q i (n c ' W ll 0 a)_0 J ' 0 I, 1 1 �r 70 i ii WQ)_c l m V) 0 Q .� 4) In -_ N U O Z C ° I- W W QN O tYI dl tl (� ` `Z 1 'lil1� t' iI1I(III 1I 01!1 r i? °..I I ♦- ,1 -1 W law* 0 Z Z mr.rr �.wr. r.r.r wrrrr O W H OF '*'0 PAINTER �,` 1$260 0 �G�e,�4tJ ONAL SURVEY: C.I.: Pointer -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0205051 SCALE: DATE: AS SHOWN 12/31 /02 SHEET: 7 /� CLEARBROOK STORAGE,- L.L.C. OFFICE AND SHOP FACILITIES AND SELF-SERVICE STORAGE COMPLEX PROJECT: CLEARBROOK STORAGE, L.L.C. OWNER & CLEARBROOK STORAGE, L.L.C. OFFICE & SHOP FACILITIES DEVELOPER: & ERECTORS PLUS, INC. AM MINI -STORAGE COMPLEX 2637 PAPERMILL ROAD 4110 MARTINSBURG PIKE WINCHESTER, VIRGINIA 22601 WINCHESTER., VIRGINIA 22602 (540) '722-9008 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: ARTZ AND LANDSCAPE 302 S. BRADDOCK ST., ASSOCIATES, L.L.C. ARCHITECT: SUITE 200 16 E. PICCADILLY STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 667--3233 Contact: TIMOTHY G. PAINTER Contact: MIKE ARTZ PARCEL INFORMATION: TAX MAP NO.: 33-A-105C SITE AREA: 8.5204 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED USE: OFFICE AND SHOP FACILITIES FOR CONTRACTORS SELF-SERVICE STORAGE WAREHOUSE COMPLEX CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (IMPERVIOUS AREAS < 0.75 x 8.5204 Ac. = 6.3903 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 SETBACKS: FRONT: 75 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 25 FT. SIDE: 25 FT. PARKING: SHOP FACILITIES: 1 PER EMPLOYEE SELF -STORAGE: 1 SPACE PER 5000 SQ. FT, OF ENCLOSED FLOOR AREA PROJECT: SHOP FACILITIES: ERECTORS PLUS UNIT: 15 EMPLOYEES => 15 SPACES THREE EMPLOYEES (Max.)PF.R SLOP UNIT (6 UNITS TOTAL) 6 UNITS x 3 EMPLOYEES = 18.00 => 18 SPACES SELF -STORAGE: 57,600 SQ. FT./5000 SQ. FT. = 11.52 => 12 SPACES TOTAL SPACES REQUIRED: => 45 SPACES PARKING REQUIRED: 45 SPACES TOTAL 2 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED OFFICE & SHOP FACILITIES & SELF-SERVICE STORAGE COMPLEX FRONTAGE: 431.45 FT. PARKING: 90 EA. PARKING SPACES (INCLUDES 5 EA. VAN ACCESSIBLE HDCP SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 87,600 SQ. FT. (2.0110 ACRES) PARKING/DRIVES: 155,094 SQ. FT. (3.5605 ACRES) GRAVEL STORAGE: 35,370 SQ. FT. (0.8120 ACRES) TOTAL IMPERVIOUS AREA: 278,064 SQ. FT. (6.3835 ACRES) F.A.R.: F.A.R.: 2.0110 Ac/8.5204 Ac = 0.236 < 1.0 OPEN SPACE: 8.5204 Ac. - 6.3835 AC. = 2.1369 Ac. (93,085 SQ. FT.) (25.1%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 40' Perimeter: 1399 Ft./40 = 34.97 => 35 TREES Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge for 1399 Ln. Feet) 5% Interior Landscaping Islands: 33,628 Sq. Ft. X 5% = 1681 Sq. Ft. Landscape Islands: => 3796 Sq. Ft. Proposed Parking Area: 1 Tree Per 10 Parking Spaces 90 Parking Spaces/10 = 9 => 9 TREES BUFFER: SELF -STORAGE BUFFER ALONG ADJACENT PROPERTIES. FRONT YARD: DOUBLE ROW 6' EVERGREEN TREES @ 8' O.C. SIDE & REAR YARDS: SINGLE ROW 6' EVERGREEN 'TREES @ 40' O.C. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. TWO OUTDOOR DUMPSTER FACILITIES HAVE BEEN PLANNED FOR THIS SITE. ONE UNIT SHALL SERVE THE ERECTORS PLUS FACILITY, ONLY, AND THE OTHER SHALL BE USED BY ALL ON -SITE USERS AS PART OF THE: FUTURE. PHASE DEVELOPMENTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. OUTDOOR STORAGE AREAS HAVE BEEN PROPOSED AS PART OF THIS DEVELOPMENT FOR THE SHOP & OFFICE: FACILITIES, ONLY. 6. THE STORAGE FACILITIES SHALL BE DESIGNED SO THAT NO INDIVIDUAL STORAGE UNIT EXCEEDS 1000 SQ. FT IN STORAGE AREA. 7. THE STORAGE OF' HAZARDOUS, TOXIC, AND/OR EXPLOSIVE: MATERIALS ARE NOT PERMITTED TO BE STORED IN THE PROPOSED SELF -STORAGE FACILITIES. THIS SHALL BE STIPULATED IN THE LEASE AGREEMENTS OF THE STORAGE UNITS. 8. THE REQUIRED LANDSCAPING SCREENS MUST BE PLANTED BETWEEN THE SECURITY FENCING AND THE ADJOINING PROPERTY LINES, AS INDICATED ON THE PLANS. CLEARBROOOOK STORAGE. LLC OFFICE SHOP FACILITIES SELF STORAGE COOMP�EX 41 � 0 MARTINSBURG PIKE STONEWALL MAGISTERIAL DISTRICT CLr'EARBr '00 z9 VIRGINIA 9&0 &4 INDEX TO CITY/COUNTY LOCATION IY 00 ,--� � t Ln w I! b z ul coo n d d~-s (/7 1 O ca �M ,Q w w 30� OF fV� MAIN ENTRANCE OWNER: N/F OJAUSMANI, INC. - T. M.: 33-A-105 ZONE: M1 USE: COMMERCIAL AND INDUSTRIAL FUTURE ENTRANCE S 70'00'25" E $57.91 PHASE II PHASE II PHASE I PHASE I [ - - RASE I SELF -STORAGE UNITS HASE I -PHASE III SHOP/OFFICE UNITS 0 669.14 RASE I a U- HASE ( V) 0 ct *d 0 �a �. � 0 HASE U-10 OWNER: RDJAM LIMITED PARTNERSHIP r T.M.: 33-A-105B 1 j ZONE: M 1 I I USE: COMMERCIAL AND INDUSTRIAL t� SCALE: 1 "= 80` ' WELL VICINITY MAP 1" = 1 NZ154M 192.E 5 69' 3 5 Z,-� vw PHASE Ili DUMPSTER CN 1 CN a� � d- ® z � O � W Cr ,j20 U �zw (n 0�0N= ABBREVIATIONS ASSY, ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM Of CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE Of GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HIR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE V.I.F. VERIFY IN FIELD XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R or R5' RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /$" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). %9�Cs 19 3NJ £OOZ T 1VN M- All -- CLE',ARBROOK STORAGE, LLC OFFICE/SHOP FACILITIES & SELF STORAGE COMPLEX LIST OF DRAWINGS SHT. 1 /'7: COVER SHEET & ZONING NOTES SHT. 2/r7: GENERAL NOTES and CONSTRUCTION NOTES SHT. 3/'7: SITE LAYOUT PLAN and LANDSCAPING PLAN 811T. 4/1: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/'7: SEWAGE DISPOSAL PLAN SHT. 6/'7: STORM SEWER PROFILES and MISCELLANEOUS DETAILS tE SITE PLApq �� �AR,PVED HT. 7/ 7: MISCELLANEOUS DETAILS_ CA_�3 RESPONSIBLE LAND DISTURBER APPROVED BY THE ZONING ADMINISTRATOR TI? FRE RICK COUNTY, VIRGINIA NAME: PA�NTEI-n-=LEW�c"39 PoLo�`��o , .7 CERTIFICATION . RAIMIR 302 SOUTRn' BRADDOCK STREET, S GTE 2w DATE: zOMNG Ai NiaiMT'OR DATE IBM ®®IN OrEn V R A 2 1 THE RESPONSIBLE LAND DISTURBER `IS THE C� 5 f l3`d3 PARTY RESPONSIBLE FOR CONSTRUCTION & PLM BK4U BE VAUD FOR 5 YEARS FRONT DAYS OF APPPMAL. ALt� RR ) 2-7 MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS, SHEET: 1 /7 1 �r.�wrir,r���l*rites IF NO_: 0205051 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF 1'IIE STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHAI.,L BE CONTROLLED BY THE PROPOSED STORM SEWER COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF 'TRANSPORTATION, SYSTEMS AND THE PROPOSED ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE FROM OFF -SITE AND FROM THE PROPOSED DEVELOPMENT DRAINS INTO THE PROPOSED APPLICABLE. ON -SITE STORM SEWER SYSTEMS WHICH WILL CONVEY THE STORM WATER RUNOFF TO THE 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND PROPOSED ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL IN THE POND OF 618.54. (SEE THE STORM WATER MANAGEMENT REPORT VIRGINIA, WHERE APPLICABLE. FOR CALCULATIONS) 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" TEN (10) 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD FROM THE BUILDING. CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 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, 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND BY ARTZ AND ASSOCIATES, L.L.C. AS PART OF THE DEVELOPMENT OF THE ZE144ZR SPECIFICATIONS OF VDOT SITE PLAN. SUPPLEMENTAL TOPOGRAPHIC INFORMATION WAS OBTAINED FROM A FIELD SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF G.S. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. 6 DATUM AND A CONTOUR INTERVAL, OF ONE (l') FOOT HAS BEEN ESTABLISHED FOR THIS VIRGINIA FIRE MARSHAL. PROJECT. 2, ALL NEW BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP B (BUSINESS) AND SECTION 310, USE GROUP (S) STORAGE OF THE B.O.C.A NATIONAL BUILDING CODE, 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ALL REQUIRED EGRESS MAN DOORS SHALL BE OF STONE PAVEMENT, WHERE APPLICABLE. HDCP ACCESSIBLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. 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 CONSTRUCTION NOTES: AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE EROSION AND SEDIMENT CONTROL: RAILINGS. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 4• THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF HANDBOOK. THE V.U.S.B.C. FOR ASBESTOS INSPECTION REQUIREMENTS. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF' THE BOUNDARIES AND THE U.S. ROUTE 11 (MARTINSBURG PIKE) R-O-W. B.O.C.A. NATIONAL BUILDING CODE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE 6. CHAPTERS I7 AND 18 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE END OF CONSTRUCTION. PERFORMED AND PREPARED BY A PROFESSIONAL ENGINIEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TOTHE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 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 LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. F'REDERLCK, VIRGINIA IN THE M-1 ZONING llISTRICT'. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE INSPECTION AUTHORITY. ALL VEGETATIVE. COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS PLC' NEEDED. VEGETATIVE. COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: 3, VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON SEEDBED PREPARATION: THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN T'HE EVENT THAT DISCREPANCIES A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN EXIST. SUPPLY UNIT PRICES TO THE: OWNER AT TIME, OF BIDDING. ACHIEVED. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL, LIME. (140 lb/1000sf) REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A. LIST OF THE PLANT PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE SEED TYPE RATE: MIXTURE RAT IX PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY RELIANT HARD FESCUE lb/Ac. ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. KENTUCKY BLUEGRASS 90 lb/Ac. 20$ PERENNIAL RYEGRASS 30 lb/Ac. 15t 5, PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE I,NF'ORMATION. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINNIMUM SIZE OF ANY PLANT WILL CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK RESULT IN REJECTION OF THAT PLANT. SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF' IT IS 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 STREETS AND TO ALLAY DUST AT ALL TIMES. 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 EXCAVATION AND GRADING: TO IMPEDE SURFACE DRAINAGE. 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 8. STAKE AND GUY ALL 'TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DEVELOPMENT. DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED STAKES SHALL BE 2"x2"x72". MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED OFF -SITE IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK GRADING. BURLAP ONE THIRD ON ALL B&B PLANTS. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE: CONTRACTOR - 0 AND APPROVED 0 BY A CERTIFIED E T G O ECHNICAL ENGINEER. 'ER ALL L NG E. I, FILL IA. VIRGINIA. ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, IRG MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL 12. PREPARE THE SOIL IN ALL, BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES ENGINEER. OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER lOG SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY S. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF' EXISTING UTILITIES OR PRIOR TO INSTALLATION. STRUCTURES WITHOUT PERMISSION OF THE OWNER. 13. PLANT ALI, MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL, 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM CIF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF TIME OF INSTALLATION. PERMANENT VEGETATIVE. COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. TRIP GENERATION: CLEARBROOK, L.,LC - OFFICE & SHOP FACILITIES SANITARY SEWER AND WATER UTILITIES: 6 SELF -STORAGE COMPLEX 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE (FULL DEVELOPMENT) PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE. FREDERICK COUNTY DEPARTMENT OF HEALTH. SELF -STORAGE MINI -WAREHOUSE: FULL DEVELOPMENT MINI -WAREHOUSE: 1000 SF OF FLOOR AREA (WEEKDAY) Ln(T)-1.010(Ln(X)) + 0.815 X - 57,600/1000 -> 57.6 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY SAY: 58 HEALTH DEPARTMENT. T = TRIPS/DAY X - 1000 SF OF FLOOR AREA 3. THE PROPOSED SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 4" DIA. PVC TOTAL: PIPE AND RUN AT A MINIMUM GRADE OF 2.08% AND 6" DIA. PVC PIPE AND RUN AT A Ln(T)=1.010(Ln(58)) + 0.815 136.5 TRIPS MINIMUM GRADE OF 1.04%. THE SERVICE SHALL BE RUN TO THE EXISTING DRAIN FIELD LOCATION AND BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND REGULATIONS SUB -TOTAL - 137 TRIPS/DAY (WEEKDAY) OF THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF HEALTH. ALL WORK SHALL BE GENERAL LIGHT INDUSTRIAL: FULL DEVELOPMENT COORDINATED WITH THE HEALTH DEPARTMENT. INDUSTRIAL: EMPLOYEES: (WEEKDAY) T = 2.951(X) + 30.572 X - 33 EMPLOYEES 4. THE WATER FOR THIS COMPLEX SHALL BE SUPPLIED FROM THE PROPOSED CLASS 2C T - TRIPS/DAY WELL IN APPROXIMATELY THE LOCATION SHOWN ON THE PLANS. ACTUAL LOCATION AND X = EMPLOYEES ALL RELATED WORK SHALL BE COORDINATED WITH THE VIRGINIA DEPARTMENT OF TOTAL: HEALTH. T - 2.951(33) + 30.572 -> 127.9 TRIPS S. THE WATER SERVICES SHALI, BE INSTALLED AS SHOWN. SUB -TOTAL -> 128 TRIPS/DAY (WEEKDAY) TOTAL TRIPS FOR THE DEVELOPMENT: 137 + 128 = 265 TRIPS/DAY -> 265 TRIPS/DAY (WEEKDAY) EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. 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 three (3) office S shop facilities and twelve (12) self -storage mini -warehouse units with related driveways, parking facilities, and outside storage areas to the rear of the shop facilities; site grading; new sanitary sewer service system; storm sewer systems and on -site storm water management facility; improvements along U. S. Route 11 (Martinsburg Pike); and some site landscaping screening. 2. Existing Conditions: The proposed site is currently a partially wooded parcel that will consists of 8.5204 acres. The existing site is presently undeveloped and vacant. This site has approximately 431 linear feet of road frontage along Martinsburg Pike (Route 11) which will be used to provide access to the site, when developed. A commercial entrance will be constructed along Martinsburg Pike centrally located in the developed parcel which will provide permanent access to the site. A future secondary entrance is proposed to provide egress only from the site and will be located at the northwestern corner of the parcel. The site generally slopes from the northern most property line in a southerly direction towards the southern property line which is coincident with the Zeigler Mechanical -Electrical Contractors, Inc. (Zeigler) office and shop facility. An existing improved storm water conveyance channel has been constructed in this area which conveys the storm water off -site. The finish grading will generally maintain the natural grading patterns of the area. 3. Adjacent Areas: The site is bounded on the west by the Martinsburg Pike Right -of Way. The north side is bounded by an existing unimproved 60' right-of-way. The eastern boundary is adjacent to a vacant lot that was subdivided as part of this original subdivision. The southern side of the parcel is bounded by the recently developed Zeigler office and shop facility. The development of this parcel will not impact the adjacent parcels. 4. Soils: the foll.owiin The soils ma f. Frederick Dint indicates e o p o Fr d County g soil types exist within this project area: 32B: Oaklet silt loam: (2%-7% slopes). Hydrologic soil group C, Class II Soils. (Approx. 100%) 5. Critical Areas: The existing ditchline that runs through the Zeigler site to convey the storm water runoff through and around the site. Erosion and Sediment Control. Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits Of construction are defined as the property boundaries, the existing edge of pavement of Route 11 roadway, and the storm drainage easement On the Zeigler site. 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 sediment trapping 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. G'12AVE'L UIRH INLL7 .SEDIMENT F1 L TE, R CRAYEL RLTE.R - ' k�NE1t'� WATf.N ' Zr � 1 $t,CAIAENr -' 'RI 749 ,_.)NCRETE (iaT tER -- wrok Mt $, FILTERt' A `' 11W 1W I ' SPECIFIC__APPLK:ATIWF j THIS WTHOD OF INLET PRMCT¢ON IS APPLICABLE. AT CURB INLETS WHERE PONDINC IN FRONT' Of THE STRUCTURE IS NOT UKELY TO CAUSL 01CONVENWNCE: OR DAMAGE: TO ADJACENT STRiIMR0 AND UNPROTECTED AREAS GRAVEL 'SHALL BE VDOT /3. I967 OR 5 COARSE AGGREGATE 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, outlet stone protection, 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: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of the construction entrance. b. Installation of the silt fence along the adjacent property lines, as indicated on the plans. c. Installation of the storm water management pond to the lines and grades, as indicated on the plans. d. Installation of the proposed diversion dikes to convey the runoff to the designated point of discharge and the stone check dam protection. e. If applicable, installation of the inlet protection devices at the existing pipe inlets. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed, stockpile or remove from the site as permitted by the property owners. b. Rough grading of site and installation of the fill material, as needed. c. Building construction of the proposed buildings. d. installation of the proposed (.utilities. - Phase II Controls. e. Placement of check dams for ditchline protection and installation of the inlet protection. f. Curb and gutter installation. g. Final Grading of site. H. Installation of the outlet stone protection and seeding of the Route 11 storm channel slope. i. Stabilization of all lawn and slope areas. j. Installation of base and subbase materials. k. Restoration and stabilization of unpaved areas. 1. Final paving. m. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. Access to and maintenance of Route 11 is a critical part of the development of this site. No mud shall be permitted to be tracked onto Route 1.1 whatsoever. The construction entrance shall be maintained so as to control o the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. 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 then the traps shall be cleaned carefully so as not to release the trapped sediment downstream and disposed properly off' -site. d. A1.I seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. I'I PL' O U' I'LE'I' C'0:'VIa1170A .5' A A r -- 3dn d ­r PlPE OL'TLkTr TO FLAT AREA WITH NO DEFINED PLAN VIEW CHANNEL - i SECTION A FICTEW CAt,TR KRY IN 0' 9 RECJRYCNOFL FVR CATERS PEWMITCR ' y c, • 3d(MIN j A E, +._ do ,. - - PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIFW i i I . ' ON A A 1EiTt !, F113F.R _I-OTII KI'1 :N h) Wl;t URNCNIr{;D PON ENTTRL Pti81REYER N(YM4 I APWON I.ININC MAY IW RIPRAP v@OUTEO RIPRAP GARION NAh$M. OR LVOMM 2 LO IS THE IEHA➢T9F OF tHE. RIPIAP APRON AS CAI.'ULATED UNUIC PLATES 318-'I AND 318--4 i 3 d . 13 110" THE MAXIMUM STONE DIAMV.nk. 8VI NOT LESS THAN 6 INCHES VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL (NOTES: V1. ALL WORK ONV 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 STANIDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN, V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRA?ION AND VOSH RULES & REGULATIONS. V3. WHEN WtORKtNG ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL. WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL, FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOrS JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY, V6, IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. VT CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME VDOT WILL ALSO RE QUIRE 48 HOURS NOTICE FOR .ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE Of - A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02, FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION, STONE CONSTRUCTION ENTRANCE ro' NIN Extsnr«; I F'A TER' LT,TjTN r IBA. A \,4JNi ASLF. BEPH +:aPTI@ML> i SIDE ELEVATION ews \ RROU" VAS18tACK I-), KEN I II MW LiiCIATE Cr 10 �LV*ENT MIST CKIFND FUL� WIDTH OP PLAN VIEW C'0_/VS'1'R'Uf7I0,k OF' A SILT F ENCL' (WIITH WIRE' .SLWPORT) i , Sit POSTS AMC ECLAVATE L A x'x.' Ft:NCING '(; I:fE POST$ TRENCH IJPSLOPE ALONG _TW I.MF DF PMT5 I��,nar ,SLIT. ATIA,,. 'tE L'Ek •ANkf' :Mt. '*Rt I ENU AND EAU NC :r ^10 'M_ tRINWM { 6A(:Kf l:, M.0 1 .'.SNA•AC ` 'ME EXCAVATE." SQ, ERIENSKNI vF ,48AIC .V.D M'IIlC 'titC It,. - N WIN P. Li ►- 0 Z 3 91 NEI C W v 0 Z �Z Z 0 .J = W Z CID O N �7 v_ .50 N (n N 4) tV N 010 0 o a 5 Ln m N c V C V *, © a (I x s .E (n - lA_ N � ® �,TH aF�r No. 18260 �S`saONAL �G SURVEY: C. I.: Pointer -Lewis, N/A P-L.C. DRAWN: JOB NO. TGP 0205051 SCALE: DATE: As Shown 12/31/02 SHEET: 2/7 w z � Qu) NN 0 0 F_w bi 2 X cn w L.J zo Q u) I-Ln �N 00 �W =w O U cn W 60' RIGHT-OF-WAY I( FUTURE ENTRANCE SHALL BE INSTALLED WITHIN 5 YEARS OF COMPLETION OF PHASE I THE EXISTING VEGETATION BUFFER OWNER: N/F OJAUSMANI, INC. I I SHALL REMAIN IN PLACE TO THE T.M.: 33-A-105 S 0 GREATEST EXTENT POSSIBLE UNTIL ZONE: M 1 (6 22 PS COMPLETE CONSTRUCTION of ALL IZ I �0 PHASES OF THIS SITE ARE DONE. USE: COMMERCIAL AND INDUSTRIAL 449.39' z a 299.39' PROP. 6'-0" HIGH - S. 267.39' 0 14 87.39' __ S 70*00'2rJ" E _� .L.S. L,S. CHA►NLINK FENCE L.S. z A HEAVY w 0 R20 R1 0 r HEAVY PAVEMENT o PAVEMENT � I � � r MET N 25_ 25' aftrn rrl z O z I � w R 9,08' cov GAT S .- _ . _. __.__ w 6 87.29' - _ . _.. ' •. = I 180.00' 32.00' 150.00' 32.00' a � OP. 50.0 0.5 % Slope e III ® 0.509: Slope PRO OSED SELF -STORAGE FACILITY PROPOSED SELF -STORAGE ACILITY 40 ICI. R3o� HEIGT: 1 STORY, HGHT.=25' IMax. $ BOLLARD HEIGHT 1 STORY, HGHT.=2 Max. S � \ AREA: 5,400 Sq. Ft. R (LLAR AREA: 4,500 Sq. Ft. ES- Rao" F.F.=620.50 F.F.=621.17 F.F.=620.50 F.F.=621.08 F.F.=621.75 F.F.=622.42 87.19' - EXISTING MATURE EVER R ~ PLANT LIST KEY CITY THE EXISTING VEGETATION BUFFER SHALL REMAIN IN PLACE TO THE GREATEST EXTENT POSSIBLE UNTIL ALL S/ZES INDICATE PLANT HEIGHT AT T/ME OF PLANT/NO EX. EASTERN REDCEDARS FOUND ON THE SITE MAY BE USED IN PLACE OF THE PR. EASTERN WHITE PINES AT THE DISCRETION OF THE OWNER. ALL EX. REDCEDARS TO BE USED SHALL BE A MIN. OF 6' IN HT. AND SPACED AS SPECIFIED ON THE PLANTING SCHEDULE TO MEET FRED. CO. ZONING REQUIREMENTS, COMPLETE CONSTRUCTION OF ALL (3 JV (3)JV (3 JV 3 ,JV (3)JV BOTANICAL NAME COMMON NAME S/ZE SPACING AR ,35 Acer rubrum Red Maple 2 " Co! see plans PS 53 Pines strobes Eastern White Pine 6' 8&5 40 ' o. c. TD 55 Toxus cuspidate Dena ' (femo/e) Cushion ✓oponese Yew .3' R&S .3' o. C. TL 9 Tilio cordate Litt/e%af Linden 2" Co% see p/ens ✓V 64 Existing on site% ✓uniperus virginiona Eastern Redcedor 6 ' PHASES OF THIS SITE ARE DONE. 376.52' 226.52' 857.91' L.S. t8s ,' L.S. �.� - 10 .81'- y . -""""_ __..---- - •_ . _ _. may..._..__ . R20 _- HEAVY g� PAVEMENT j4 25'_ BRL 150.00' 40.71 ' PROPOSED SELF -STORAGE ACILITY FUTURE OUTDOOR STORAGE SURFACE FOR SHOP FACILITY \ HEIGHTI: 1 STORY, HGHT.=2�' Max. $ `-VEGETATIVE SCREEN ITY AREA: 4,500 Sq. Ft. HEAVY � OUTTDOOORPSTORAGE AREA F.F.=623.17 F.F.=623.83 F.F.=624.50 PAVEMENT g 0 . {o FUTURE OUTDOOR STORAGE JV w 2. v t-' Q z w 7 4t Z Q 4% ' Cr V5 _4 z z Lv L, a CIL c G� c7 ui Lv Z > G EEN SCREEN 3 I STONE FOR SHOP FACILITY r- Z T OO TO REMAIN AND SERVE AS REQUIRED �00 W 0 0 TYPICAL SURFACE C Z it D o FRONT YARD SELF -STORAGE BUFFER. TYPICAL o PAVEMENT a Q E � 0 -14�-• , m N � PAVEMENT - M ! zz AR $ DD o r N f ° �I Z v w N - 22 7.36' a- 38' V J � I � 37.0 5' 180.00' 32.00' 150.00' 932.00' 7 50.00' 6'WOOD FENCE PRO OSED SELF -STORAGE FA ILITY PROPOSED SELF -STORAGE ACILITY $ PROPOSED SELF -STORAGE FACILITY ENCLOSURE � Z �, ° t oo HEIG T. 1 STORY HGHT.=25 Max. HEIGH . 1 STORY HGHT,-2 Max. HEIGH - 1 STORY HGHT.-2 Max. 8 -! z t a7_ss'. _ . _ z _ ___ AREA: 5,400 Sq. Ft. AREA: 4,500 Sq. Ft. AREA: 4,500 Sq. Ft. o 'CO 80,00' 95.00' N a- vi Q � ( � °°----30.31' F.F.=620.50 F.F.=621.17 F.F.=620.50 F.F.=620.50 F.F.=621.17 F,F.=621.83 F.F.=622.67 F.F.=623.33 F.F.=624.00 O V o_ I _ a 87291 40.41'-- 12' x i 2' LONG. N � O Imo- O o BLDG. DUMPSTER PAD. Z � I i o l_ I MOUNTED 6' WOOD 9.00 0 O Q U z o TYPICAL o F.L.S. GATES N W Z Q I I w , TYP o u ( ci PAVEMENT LOT 2 ,� w t_ M M w W M w w I CONC. 1= Z Z w- 87.39' `�` a I I 40.20' J N ENTRY PA rn 3 O 50.51 ' 180.00' 32.00' 150.00' 32.00' 150.00' U M 04 O ~ N �I o �w PRO OSED SELF -STORAGE FA ILITY I PROPO ED SELF -STORAGE ACILITY PROPOSED SELF -STORAGE FACILITY I N Ig --- Q Q HEIG� T: 1 STORY, HGHT.=25' IMax. o HEIGHT: 1 STORY, HGHT.=2 Max. g HEIGHT 1 STORY, HGHT.=2 Max. $ OUTDOOR STORAGE FOR � < z x 1 MASONRY a o o I Mo BOLLARD o O Q O SHOP FACILITY n Q Z w 1 PI TER AREA: 5,400 Sq. Ft. I AREA: 4,500 Sq. Ft. (TYP) AREA: 4,500 Sq. Ft. M g = (n p JV a I a I A Ln ° "�T�_) F.F.=620.00 F.F.=620.67 F.F.=620.00 F.F.=620.00 F.F.=620.67 F.F.=621.33 F.F.=622.17 F.F.=622.83 F.F.=623.50 ° �r O o O 87.�9' � 40.20' ``'I O I Oh. 32.09'- 14" 23"REP, I WATER NOTE: BLDG. U 0 0 �' f !- X w � Cl. III ® 0.78% Slope THE PROPOSED WATER SERVICE LINES MOUNTED LA_ wl X) w I I t Inv. I I I • z o I o z0� 0 ' R3ul 0o 14M w �jmw uj �oz V1 W IZNO QQw mzo w Q W z0 O rZl �w z xa UmOw> a ( 00 0 N�v a IpaR30; ui l 0 0, T V'1 z V) =i I w 00 Q) m I� Ln I--14' WIC � cy- v o N U-) N ram+^ �a O I � CC �j z w W 1- mW �a� �,o � I > Two w O O a 0 Ln Ui � z U- w O i w a_ O w X wI EX. I "CLEARBROCIL SELF- STORAGE' ISIGN. HT= 14' RELOCATE SIGN 0' FROM R.O.W. AS NECESSARY. I co E• � o 0 o TYPICAL F.L.S. O� o DOPROP. DI-3B, L=8' TYPICAL SHALL BE DESIGNED WHEN THE BUILDING ? o PAVEMENT PLANS AND APPROPRIATE USES HAVE BEEN a = � ? J `X N TOP=618.70 PAVEMENT COMPLETED. SO THEY CAN BE SIZED �- INV IN =614.85 I I• CORRECTLY. (DESIGN BY OTHERS). 4 _ 0 w Q SSTONE URFACE C4 J W a„ Y N N 3 1 R INV. O T=614.75 0 00 3 JV n 5. 180.00' 32.00' 150.00' 32.00' i50.00' X _ W 1 PRO OSED SELF -STORAGE FA ILITY PROPOSED SELF -STORAGE ACILITY" PROPO ED SELF -STORAGE FACILITY HEAVY a WATER NOTE: (,7 J ©� J Q o $ HEIGH 1 STORY, HGHT.=2 Max, o PAVEMENT EX. DRAINFIELD A MECHANICAL RM HEIGHT: 1 STORY, HGHT.=25' IMax. NEIGH: 1 STORY, hGHT.=2�' Max. TI �' � •6 q PROP. 64.17'-14"x23" RCEP, 0 6 0 6 (TRR.) SHALL BE BUILT Q � Z 4F R5 I 50' Cl, III 0 0.55% Slope AREA: 5,400 Sq. Ft. M AREA: 4,500 Sq. Ft. M AREA: 4,500 Sq. Ft. "' Q FOR THE WATER Q LA_ W � W F.F.=620.17 F.F.=619.50i F,F.=619.50 F.F.=620.17 F.F.=620.83 F.F.=621.67 F.F.=622.33 F.F.=623.00 AR5 SUPPLY. (DESIGN F m H- oe AR 3o.7t' F.F.=619.50 - .I + - - - - 40.00' PROP.BY OTHERS).(/i a. Q Z (/�7,29' 1 :.__ __ . PROP. 1-t/2" C) �6 ©PROP. DI-38, L-8' HEAVY PR. SWM- PROP. MH-1 WATER SERVICE i ]C = C)PAVEMENT �®_ (A � PARKING AREA= 8,998si HEAVY "� 6.0 u . (--- � a FACILITY ESMT. TOP-619.00 0 METAL 9.68' p TOP=619.50 PARKIN O N GATES CG-7 TO,, �_-6o INV. IN =614.40 PROP. 3/4"m INV. IN=613.25 g r� G PERIMETER= 285' PAVEMENT ESMT __ - A9'.---- Q ][ o -TRANSITION o - WATER SERVICE INV. OUT=613.15 - -� _�1 8:00'8:00' 8.00.8.00' i500 1 2 m L 95.00' W M (RT & LT) INV. OUT=614.00 f . � L ..' � to KJ 1 9' - - Rv�C� -1. N'. u, �o 0 -------,WATER SERVICE ____ P < TYPICAL m V J J C :.all 0- 0.5= S __2,52 - - RO S o - - - - ®- ---_...-- - HEAVY a f5.00= L P G ,9 00 o TL , PAVEMENT Q Fd15,'' 10.00' --� R o R25_�A - n r+�9.00' LRS �9.00' o R3' o W m 0 1 - 1 2 AR AR. AR° ° R 28' ° 00 ' AR ! a H O Q 98. s - o - ' ,. DCP � 5 W 1_t_ � � L- o° 2a r 60.00 _. PROP. 32'-L> I c� gl I j, I TYP- RAMP ✓ � W Q R ,°fie' I_ PROP AR. I - $ $f - 24 _ 3/4"2 Copper 1 $ C g-- 97 n Y� Rt0' + N A V t- Q J R5 CI, III '� 0.6253� Slo �. N A PARKING AREA= 8,608sf V O.00 32.52 < _ r"" 4 \� t w, PARKING PERIMETER- 338' f- Inv. out-612.95 �-35.00' I I 1 AR $ • z g w � °0 WATER SERVICE 6 ° - ( I- �' 3.6.00' -- --44 - 1 0 � _ � ° 4*0 PVC, SCH. 40 i . 0 ' O 41 - - ` - 17. 68.14 N W O A 21 ' m ES-1 V, 2.10 ' SAN. SEWER LATERAL v N I HDCP HDCP 13.4 R5' 2 , Q_ V) a J II OUTDOOR STORAGE FOR PR. SWM AR° 30.00' 12.00' tZ _a.2 A87G Slope (TYPO; _w (J 1 FACILITY ESMT. � RAMP RAMP 5' Ra.S'� L � 1N F9 0 ° � ' � SELF -STORAGE FACILITY I F.L.S. w 1YR. - x w 20.O10 Q �- i AR o Z ux TMR' O Q n F. L. S. o \ cn U ( n N --� t----- ...--- $ _ A R 0 • O o ' a = STONE ,m _ $ $ _ 1 I U n ., I n Q z -- o'i o to.00' 00 o o S SURFACE I A AR° o ;� o PROP. OFFICE SHOP FACILITY PROP. OFFICE SHOP FACILITY 9.00.TTYP M W 'a, ® w 1..98 ? • N L .. w 20.00' e U1 C N r TY rs-}" } HEIGHT: 1 ST Y, HGHT.=25' HEIGHT: 1 ST Y, HGHT.=25' !or -� n ~ v� °f a Z J O P. ~) w p $ `'' ,�� 15.00' SAN.- EW ESMT. BAR AR ° - o I AR w 20.00' < �i AR AR o a N AREA: 6,0 0 S Ft. AREA: 6,0 0 S Ft. w 20.00' _ _ o M a� R I © `� J Z L 8 I RAMP v c~n (0 1 . PRO ED STORM WATER q' q' S TYP. a 1"' TY :. W� aw $1 �' w I ! F.F.=621.00 F.F.=621.67 F.F.=621.67 F.F.=622.33 t 1/2 A I� o w }I d a w0 w LL MA EMENT FACILITY ARo FORCE MAIN N Y 1000 GALLON SEPTIC TANK -- - N - _ .._._..._ _ 4'0 cr_SIMPLEX PUMP STATION Y.00 "0 P �^ +• I - 2 VC I c Y z 1 `+ o = Q 60.00' I AR PR. SWM \ TOP=620.80 a 5' ��.. -' PROP. 1 -1 /2"�---- FORCE MAIN Q) N N s` R12' 10 00' INV IN-615.50 i a I c� WATER SERVICE 268.9t' - - N p c>0 � `I a °d O I ° FACILITY ESMT. VDOT PG-2A STD. 2 00' - 0 r �;w►r o w PAVED DITCH i - -_ . - I t 6 PROP. DRAIN'FIELD Z }5O • ^ tl = REARCONC, TYPE 81, D= 6" ARo TRAFFIC -RATED -RATED R4 V 3 I) C ^ r 64.00' - - o N DO R 'LANDING C. 0. ASSY (Typ.) C. 0. ASSY (Typ.) O ® 33.4°8' 24, o 00 PURAFLOW-✓/ W u '� d 'Z. x MASONRY 0 82 eoNc AR I' STONE T �; o� 0 > u) In Q) ``I PILAST R ` .STEPS t5. SURFA t N TL �<'N11Y, SYSTEM �" " _�, 97. ,4 Typ m AR. ` SAN. SMT SAN. SW. SMT. i ° .48 oPG�` F.L.S. (3 PROP. WELL SHT. 5) Qi .a 10.00' - R1 CG_-6 , R1 Inv. In.=612.40 18"0 ES-2 STONE R5 -� GE TYPICAL (CI. _ Q R60 i 80' SURFACE 0 0 - I m p m 66.00 A�o N o co PAVEMEN h0 3 J ✓ �-ui m S `S / t000 GALLON SEPTIC TANK 0 1 1 /2" AO s - t 7.9 in 44 SIMPLEX PUMP STATION $ L•S. �! " t° FORCE MAIN G� R50' V) 1 O PS +u QQ_j U d �', n F<`� N TOP=620 00 N S'- BIRI. - PROP. 40A0'-124 CMP ____ y __ _ .. 25' ORL �` ,m�' . CONC. 25' BRL � c p 23.72' `'>i INV IN=615.20 G _ _ t _, __ _ _ -I A ,� ENTRY _ _ 0 R5 i5 F.L.S. r n �0 15.00' SAN. 0 0.50% Slope L.S. 15,00 SAN. SEW. ESMT F.L.S. \ 3' CO PAD 6' W ZD Z V) F W W 'AR 100.79 SEW. LsMT I 1s9.as'- -- L s' �co_ oD 12' CONc. (3)JV (3)JV (4 JV Q o _ -- -_ _ _ ... N N N - EOG . �- F LIMP T -- - -- -- 1 S 70.00 25 Inv. Out=6�2. PROP. 30' EMERGENC ' - - 12 97.6a' j57.6ar� - FY. GrQvel Ditch \ SPILLWAY 6fi9.14 I I �3)JV 69'38 23 W pW►aER: RiDJAM LIMITED PARTNERSHIP 192. 9' rI { U7 PROP. 6'-0" HIGH zT.M.: 33-)A-105B (3)JV 3 JV � -----. - 592_16' CHAINLINK FENCE > ( (21 PS }j'. iI ;I , ii i j I J LJ W �8 m-r-2 -\ w UOSE: COMIMERCIAL AND INDUSTRIAL ' I I VEGETATIVE SCREEN Z Z \ �r FOR SHOP FACILITY '; O EXISTING MATURE EVERGREEN SCREEN NOTE: o� I > OUTDOOR STORAGE AREA rliril�il► illlir► U W TO REMAIN AND SERVE AS REQUIRED \ I FRONT YARD SELF -STORAGE BUFFER. NO LOADING AREAS ARE PROPOSED LTH of FOR THESE SHOPS AT THIS TIME. \ OWNER: RDJAM LIMITED PARTNERSHIP I W I p `! T.M.: 33-A-1058 \ \ ZONE: M 1 M USE: COMMERCIAL AND INDUSTRIAL I ad, TI Y�;.PAINTER ;8260 \ \ I cD 0 I I sfONAL W cn SURVEY': C. I.: I Painter -Lewis, P.L.C. IT I I DRAWN BY: JOB NO.- 30 0 30 90 TGP 0205051 SCALE: I � DATE: I „ 1 "=30.0* 12/31 /02 Scale 1 = 30 f t SHEET: 3/7 PROP' S�RV�CE SOUTH BUILDING SEPTIC TANK AND PUMP STATION EPTIC TANK MP STATION IRATED �SY (Typ.) F.L.S. O� G� F.L.S.�.- EL.=619.92 EL.=620.00 SEPTIC TANK 1000 GALL f N SEPTIC TANK 2"0 i -� 1000 GALLON PUMP TAN PROP. 1 -1 /2" 0 WATER SERVICE PURAFLO PEAT BIOFiLTER 4 MOD LES(WHITE) 1 1 /2"0 FORCE MAIN 2:1 SPLITTER WELL SITE DISTRIBUTION BOX - CLEAN OUT AS RE D 4"0 SCH 40 PVC MINIMUM DEPTH= 6" MINIMUM SLOPE 2.08% C r.. ,fr 103" - P LAN VIEW 8" Diam. BLOCKOUT w/PRESS SEAL 24" MANHOLE WATERTIGHT RISER AND LID 24" x 24" AL ACCESSUMINUM HATCH 12" MIN. COVER PLAN VIEW ,KOU I NTROLS Diam. BLOCKOUT ?RESS SEAL 1 1 /2" PVC 0 CL v W REINFORCEMENT PER TANK MANUFACTURER 4000 PSI CONC. 00 \\\ d t-- CL VARIES 3' WATERTIGHT NEOPRENE BOOT ,� OR GROUT SEAL -TYPICAL FOR--\ ` Q'1 ALL CONNECTIONS 8,. 4" SCH 40 PVC FROM BLDG, � ui 0 SEE SITE PLAN FOR INVERT -- - - WSE CONTRACTOR TO L� 8" VERIFY INFLUENT - "' 1 1 /2" BRONZE -------� ELEVATION ZABEL A300 WASTE- -• E z WATER FILTER WITH BALL GAT VALVE Q EXTENSION REDUCER PROVIDE HIGH WATER CHECK 1 1 /2" SLIDE -AWAY o S2" 51 " AUDIBLE BLELARM CO�N.ANRE�CT700 TO + 15„ COUPLING LOCATED IN NEMA 4 BOX + 10" 24 1 /2" AT PUMP STATION 5" V 3 1 /2" PUT ALARM ON A SEPARATE V X LL N CIRCUIT _J W F... tp 6" JW�'"N�N '- CL IQ 6" CRUSHED S NE 8" UJ Q U C) t9 " J COMPACTED SUBGRADE---+ PUMP ON0 4@.. W PUMP OFF tl a. Q t 7 cC - 0 cc 24„ 4 ORIGINAL GROUND 4' DIAMETER ,SIMPLEX PUMP STATION p to ICn .. a Y NOT TO SCALE Cr. La.. SEE LOCATIONS (2) FOR PUMP STATIONS ON SITE PLAN ,,J - -- TOPSOIL BACKFILL ON � W C� LL. cn ^' �C GC 4"-6- f FILTER CLOTH 4' DAME R IMP X PUMP TATI N PUMPSPECIFICATION � © rt � i ILTERRATEX N0, 2 OR EQUAL � �J ME3F 'SERIES EFFLUENT PUMP SPECIFICATIONS <> 0 2" �57S ABOVE PIPE N V ! EFFLUENT PUMP- Pumps shall be F. E. Myers MESH series effluent pumps selected in accordance � i 4"0 PERFORATED PLASTIC with the following design criteria: CL 12 DRAINAGE TUBING Number of Pumps: 3 O --- 6" #57s BEDDING PrimaryDesi n Flow: 20-3fl m O PrimarDesign Head: (1) 17'; (2) 13'; (3) 26' N Minimum Shut --off Head: 32' N *- UNDISTURBED GROUND Motor Horsepower: 1 /3 a to rrn c Motor Speed: 1600 N LO LO _y Electrical: 1 15V 1 P 60 HZ h' 11 ,E �NCN TYPICAL HA OW PLACED TRENCH PUMP - Thepump shall be designed to handle septic tank effluent and be capable of passing v (0 � NOT TO SCALE 3/4 U) c inch spherical solids. The pump shall be capable of handling liquids with temperatures to 140oF 0' O � intermittent. a .. Motor - The pump motor shall be of the submersibles type rated J hp at 1600 RPM and shall be p 0 V `a for 115 volts single phase volts, single phase, 60 cycles. Single phase motors shall be of the Ix] o - CL shaded pole type with no relays or starting switches. Stator winding shall be of the open type with 'p E .. C to .N CONSTRUCTION NOTES p Class A insubtion rated for 105degC maximum operntting temperature. The winding housing will be �, u m u v C U M P CURVE filled with clean dielectric oil to lubricate bearings and seats, and transfer heat from the windings o .c 0 E to the outer shell The motor windin assembi shall Ibe pressed into the stator housing for best cA �- �' w 1. The treatment system shown on these plans is based on a proprietary system by Bard No ERECTORS PLUS-FREDERICK COUNTY, VIRGINIA Mona, Envoronmental Products, Inc. Greensboro, NC 27417; tel: 336.547.9338, This system has been approved by the Virginia Department of Health. Intollotion must be in accordance with the EMPLOYEES: The projected number of full-time, on -site employees will manufacturer's specifications. be not exceed 30 persons. 2. The CONTRACTOR sholl have approved construction drawings prior to the start of construction. At DESIGN FLOW least one copy of approved plans and revisions shall be kept on -site at ail times F EL.=619.00 24 16 DISTRIBUTION BOXES S 69'3823" W 192.89 PLAN VIEW OF PURAFLO SYSTEM SCALE: 1 "=20' WATERTIGHT RISER AND LID MODULE GRID UNION DISCONN£G7 BALL VALVE CONTROL PANEL WITH PROGRAM TIMER & ALA 17 ELEC. CONDUIT 1 2" 0 FORCE MAIN j REDUCER AS REQ'D CHECK VALVE WITH ANTISIPHON HOLE AS REQ'D ALARM/OVERRIDE LEVEL f7--LOW WATER CUT-OFF LEVEL --PUMP WITH LIFT CHAIN PUMP STATION PURAFLO SECTIONAL VIEW NOT TO SCALE USE A 1000 GALLON PRECAST SEPTIC TANK FOR PUMP STATION ..._ 01 iPAPI n D17AT gIOFILTER ARED LL_ 9 Y alignment and heat transfer. N O The motor shall be capable of operating over the full range of the performance curve without overloading the motor and causing any objectionable noise or vibration. The motor sholl hove two bearings to support the rotor, an upper sleeve bearing to accommodate radial loads and a lower sleeve bearing with thrust pod to take thrust and rodiol foods.fn rom sate spec; f�c information. 450 gpd (30 employees 0 15 gallons y 3. All sanitary sewer and water supply construction sholl conform to the current standards of the per day per employee) A heat sensor thermostat and overload sholl be attached to the top end of the motor windings r Virginia Department of Health and Frederick County. The CONTRACTOR sholl be responsible for TREATMENT SYSTEM DESIGN TDH CALCULATIONS FOR SYSTEM CURVE and shall be wired in series with the winding to stop the motor if the motor winding temperature obtaining all necessary permits for the installation of sewerage facilities. Surface Load Design Maximum: 4.9000 gol/sf/day Assumes 0.022 far 2 inch pipe typical operating range reaches 221 oF. The overload thermostat sholl reset automatically when the motor cools to a safe " w 4. All gravity sewer pipe and force main pipe coiled for on the Ions shall be SCH 40 PVC ASTM 9 Y RP PP P Max. Allowable Organic Loading: 0.01a2 lbs./sf/day Static Head in Feet = Meosured/Estimoted Friction Hood in Feet (fLv2 (2gD) = )% (2.1355 x 10--5)L02 (0 in gp m, L in feet) operating temperature. rrrWl�liiri�VYiir�fi�lli�i D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. The pipe trench Domestic Effluent BOD Design Maximum: 0.0021 lbs./gal (250 mg/1) Pressure Head in Feet 0.10524(0/No. Mod.)2 (Q in gpm) from Orifice Equations bottom should be constructed to provide a firm, stable, and uniform support for the full length of the Any the trench bottom below be backfilled to Treatment surface area required: 91.8367 sf Q (gpm) Na. Mod. L (feet) helot (feet) hf (fleet) hp (feet) TDH EQUIVALENT LENGTH ESTIMATE POWER CORD - The motor power cord shall be 10 feet SJTW/SJOWA type. The grommet shall 46 YJ pipe. part of o excavated embedment grade should Organic loading area required: 92.61.8 sf 0 4 128.00 9,00 0.00 0.00 9.00 Element 2 Fig. Eq. Length Number Eq. Length thread into the motor housing to provide a positive seal and to prevent leading of liquid into the rode and compacted. All pipe shall installed with proper bedding providing uniform longitudinal al 9 P P P P P 9 P 9 9 10 4 128 9 0.27 0.66 9.93 Length 10.00 1.00 10.00 motor housing. The sealing grommet sholl provide strain relief for the power cord assembly. support under the pipe. Initial bockfill material should be place to a minimum depth of 6 inches 20 4 128 9 1.09 2.63 12.72 Reg. 90 deg 9,00 5.00 45.00 0 7' over the top of the pipe. All pipe embedment material should be selected and placed carefully, Number of modules 0 26.90 sf/module: 3.4441 modules 30 4 128 9 2.46 5,92 17.38 Reg. 45 deg 4,00 0.00 0.00 ovoexcl sharp stones over 1-1/2 inches in size, frozen lumps, and debris. Sharp stones should 40 4 128 9 4,37 10.52 23.90 T (Diversion) 11.00 0.00 0A0 SHAFT SEAL - The motor shall be protected by a rot!oting mechanical shaft seal. The seal sholl 1$7fi0 be excluded from the embedment material, Number of modules required: 4 50 4 128 9 6.83 16.44 32.28 Coupling (Disconnect) 2.00 9 (' Check vorve 17.00 1.00 2.00 1.00 17.00 hove carbon and ceramic seal faces In ed to a toleirance of one light bond. Metal ports and PP 9 P for seals shall be 300 series stainless steel. , .o �� �a its105 springs 5. The design of the system is based on soils work performed in the field b professional soil g y P y a P PERCOLATION AREA DESIGN ®all Volvo (fully open) 54.00 1.00 54.00 PUMP IMPELLER - The impeller shall be of the recessed type. The impeller shall be � 1 sl ON►I. scientist. The design percolation rate of the soil is 100 minutes per inch. The soil texture group is Design Percolation Rater 100 minutes per inch Programmable Timer TOTAL EQ. LENGTH 128.00 pump constructed of engineered thermoplastic. g IV. The design flow is 450 gallons per day. The design loading rate for the Puraflo system is 0.50 Soil Textue Group: IV P�SURVEY: Settings C,I.: gallons per square foot per day. The treated effluent will be discharged b gravity flow into a 9 P q P Y• 9 Y 9 Y Design Loading Rote: 0.5 gal./sf/day(VDH Puraflo General Approval) Anticipated Flow po 30 gpm From pump vrs. system curve plat MOTOR CASTINGS - The motor housing castings shall! be of high tensile strength Class 3Q gray Pointer -Lewis, 2' shallow placed soil absorption area consisting of 900 square feet. The drainfield will contain 9-50' „ Design Flow 450 gpd From design flow for facility cast iron. Castings shall be treated with phosphate and chromate rinse and pointed with a high P.L.C. x 2' wide trenches at a depth of 10 inches. P Percolation Area Required by Puroflo : 900 sf Dosing Interval (Bump Rest Time) 2.00 hrs. Standard for single pass quality air dry alkyd enamel. DRAWN BY: JOB NO.: Number of Doses 12 d-1 JCL t7205051 6. Apply sealant as required to make all concrete components permanently water tight. Trench Depth: 10 inches Approx.volume per Dose Pump Run Time per Dose 37.50 gal. 1,25 min. PUMP CASE - The pump case shall be a high efficiency volute design capable of passing J inch SCALE: DATE: 7, Put each pump alarm on a separate circuit. Trench Width: 2 ft Trench Length Required: 450.0 ft g q Pump Run Time per Dose Tank volume (gal. per inch) ESTIMATE 75.00 sec. 22 al. in.-1 g From tank dimensions or tank manufacturers' data spherical solids. The pump volute shall be constructed! of Glass 30 gray cast iron. SHOWN 12 31 02 / / Trench Length Provided: 450 Draw Down per Dose 1.7 in. FASTENERS - All exposed fasteners shall be of 300 series stainless steel. ,HEFT; 5/7 STORM SEWER PROFILE SCALES: (H) 1" -50,0' (V) 1 " 5.0' ,� -)T 625 __� _ - _._ _.. _.__. ._._. ____._._ __ __. _ ___ 625 PROP. GRADE 620 - 620 EX. GRADE 615 PROP, .09'-14"x2 "o RCEP PROP. 135. 7'-21"0 RC CL. Ii! 0.78% SLOPE 610 CL. III 00. 2% SLOPE _. _. - _ 610 -PROP. 2.00'-21-0 RCP PR . 64.17'-1 x23"o RCEP ^- CL. III 0 0.63% SLOE CL. III ® 0.55% SLOPE OU TLE T _ PROTECTION 00 � 00 N _._M. _ me - I I _ _ I Iwo0 O O Q Uj.. O Cv CL r7 0P6 cr 14' Olt 7D a ©0 10 - 00 0' �" ~110 toCD it ., � O Oocozp ^z0 fl . Loz0 F' ll ►)z I Q- #-41 — _ .. Q? (i— O— + ♦ F- Z Z F- Z Z T z 1- — 10+00 11 +00 12+00 13+00 AAET7 DIFFERENT A2E_ a PR'_-� ARE ENCOUNTERED NOTES: SNIPING OF MANHOLE AW PB.ET +NVEP S !NACCORCANCE MIT'. TI$ ORAI IS O APPLT •'O '4M SrRUCt_*CS SPE'CP'LO ON PLM4 OR wHEAE INVERT OF OWE S ABOVE NVERT OF STRUCTt.*F. .._ SLOPE r0 DRAWL '^ NVE.RT 'W DOTLET PINE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE (TO DRAIN x OUn.E? P,PE DETAi.CD HFIQ`ON •S 70 :ONSST OF A ;RI IDr CONFORaI TO CLASS AT OR / B 2V OF CO^W 9XWCATE MAY BE RO EN COPT OF STOIC. 3R01T01 BIRICAI. BOKER CONCRETE BLOCII THE SIAI40 3fYrF IEMS E HAND OSED _NC. 'IOTIE ATE SNM.L REMAIN F><POSEO. - ti aETALS OF INV£R? StiAPBIc AS snow HEREON ANE FOR OCAMVI.E PUKPOBES ONLY £J11 i WIWfOLE 7R 7ROP "LET 'S '0 BE '%4^W.O DgP/DUAE,LY TO BEST FIT THE PARTICiK.AR INLET AND OUTLET CONIF""APON AND T?OW LINES. - SECTION B-8 PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS rBCMAA ;xPMIrv;NT : TRANSWJq rA,IC+, STORM SEWER PROFILE SCALES: (H) 1" -50.0' (V)1"=5.0' 625 .. .____ _ __ _ _ _._------__. __ _-_ 625 GRADE PROP. GRADE 620 VEX, 620 6151 615 PROP. 50.00'-18" 9 RCP CL. III ® 0.50% SLOPE y 610 610 ( L+.J 1. ( M W. �- OLD O � O u 0. O OU fl z 0 10+00 11+00 HALF PLAN VIEW SEE STATDARAD _L IFOR APPL4ABEITY OF SAFETY SLAIW STAIN NOR' STA a COVE. ,- THE TOP JF MASONRY S TO SE LEFT SIJFFhMFMY OW TO °EMIT PROPER I OF COvO0 R 3 O BY rNE uBE x ADRr R f AS JBiC CC) BY TIE ENG�EER ST-1 • ' --�- �j A Ye _. - ■A rr .TE SECTION B-8 BRICK CONCRETE OR SHEET X s -----CONCRETE BLOCK FLAT SLAB 'OP AS JET. ON STAIDANO -MI'2 N AmwffUTEO FOR IAPEP SECTION 'AM1E4 4-ROVE THE ENGINEER Ag. HALF SECTION A -A WITH FRAIB AND 'OVER REMOVE'DI BRICK CONCRETE WE"'...�JL� �>•IRsc�st�x'rs �WINii1♦�'F7♦ Mff.Trrlm ��lr1•t�diFit�>r nInitES _1oWH ARE FOR M71ISPL E WITHOUT PPES -E EIXICNT 71SPLACEO BY PPE_ MUST AO ]E'OUC TED t0 OBTAIN T4UE OUAwTItYS. 2 A BAY riFCIt1E53 OF T WAS USED H COMPU-W,; 'r1NtlETE WANTITR'S 7 i1CREAENTS TO BE AD= FOR EACH ADDITIONAL FOOT OF DEPTH A WAfERAIS NAY BE BRICX. COOWAETE OR APPROVED 1:01CRETE "THOLE @LOCK S T 9LOCKS ARE I= -1E WINMAA TISCIO p � 1AAE _ O BE S' OTHER 'HICNNESSES IqE TO CGNFOla1 r^O MA" !HACI[NES SHOWN FOR S. ALL :ONCAII TO 9E :'LASS A-1 I WHEN SPECfED ON PLANS 'HE. ANENT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD I_ -I MANHOLE FOR 12" - 48" PIPE CULVERTS ARGPM OEPARn,ENT OF TRN9W]IIT ATKIH W7 xTB 0• STORM WATER MANAGEMENT POND OUTLET DETAIL N. T. S. 18'0 ES-1 _ _ _ �..� ..A. .�. _ .._ 18'e ES-1 O 18'0 Inv. In = 612,40 18'e Inv. Out = 612.20OL 40.00'-18'0 MP @ 0,50' Slope U) a Q 40.00'-18'0 CMP @ 0.50% Slope TOP BERM = 618.75 SPILLWAY = 618.00 100 YEAR W,S.E, = -618.54 3 a 3 Y 10 YEAR W.S,E. = 617.76 2 YEAR W.S,E, END-SECTIDM 12" - 60" PIPE OUTLET END-SECTNB6 ON SAE? :7D-SECTION j �- '.ONEOWTE TO W i000 PS A.•BAA1 PLAN � L �A_rwua I 1 FM VFW B 'i S B •�. B •., �i,'�51•�E'itilaC'ii»7i' ����'iiv©�•i�ifi Orlin 3.ii7a'a� munr-Mi1111211111t3li61 >aseD)WKWAN am ■arTJ�Ii�.+n�iatr%i�saMINICazs Ei WW2. Ea 17 � �.S WW1A 0ffWz?i17Wx= � 37 +Eye3'�Mormmi✓t'd7 307 APPROX. EX, GROUND PRO"s OP OINAL OROLAND ELEV.� DIRECTION OF FLOW 97 CU. YD. /1 ACRE. AREA Q8ECTQd of -_£LOW 67 CLI YD. /1 ACRE (EXCAVATED) AREA, - o4p St. A�w#'j`r•��.►i� n a '-FTL TER CLOTH COARSE AGGREGATT" j IdMAL GRCAIND ELE VA TION -CLASS I RIP -RAP .• f'OAFSf AGGREGATE SHALL FIE VDOT /3, /3137, OR /6 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH (IN Fr.)- 6 X DRAINAGE AREA (IN AC.) CLASS i RIP -RAP � -DIVERSION wil III z / ~.\ EII.7ER CLOTH EXCAVATED AREA COARSE AGGREGATE OUTLET (PERSPECTIVE VIEW) SILT TRAP q0, DRAINAGE AREA WET STORAGE LI1 DRY STORAGE d OUTITI h (ACRES) AREA T S.F } (ft.) AREA 2 (ST (ft2} LENGTH(ft) (ft.) NOTES SILT TRAP 3.3.I AC 4740 SO FT 4740 SO. rT. VARIANCE REOUESTED: (90'K65') (90'K65') 'S 24' 2.'S' SILT TRAP CONT-RiSLIT'JON DRAINAGE AREA ES ALTERNATE END -SECTION 12" 60" PIPE HAD E.lD ON OUTLET END -SECTIONS SN80Y f7D ON .INLET END -SECTION BE 4000 P9EHAMA1 .A- _ PLM �.__ .__ _ ;, _ ._ ....-. _ �«►..- __ B _� � DI/iE TEA � APE 31 EEL PAY . W*.__.END ViEW SECTION X-X i3111'itllRiWWI z!•OWIM �t�3C3t. 01wiimmom i ®IOWAO i�tfl•�� AN sam ir�w Q�'� �7A1i 01 SKIM t�Il'i �iCIy7 atl ram � [ii � � �'i am-wo ® IMEW-311 nI 61gom mum - •'Ar AAE NOTES* . I PIPE LEND rH3 aHOWM ON PUFFS MBE _ ON 00-91CTIOti OEMM SHOMM 3N 1TFt .EF' If rFE CONTkACTd! ELEC'S T� a'tE THE MM,,TERNATE DE3M%N 91S7WN 7N Wlt BE REDU[£U >r' WIFF}ENCE IN OBFJVSION —---------_---- SLOPE -DETML�---------_' FLARED ENO -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS r'RGR.A 'JEPARTIENT OF TRANSPORTATION OILET I ri AR ., qpi C'S"T ACE OF CLNiB - l. .t7INi _ �:IIAO( ;:ilN fROL JOMt - PLAN' ` SECTION A -A _-vACON@T JOINT IBABLE W ' tK- 2O �- wA1MEj> i ------ -- .. \/q/) wFEP HOLE FRONT ELEVATION &Aft • i sARs (GJTTER iEANDVIDI �� `_..) 9__� a+ ,,,_A a SIP/i' BENT PLATE j _ SECTION B-8 ^YPE A MOSS DETAR SHKL BE J%D WITH CG-J i CD-7 STANQNOS. 'ACV L.:fi'Y2/= TYPE 9 NOSE 7ETNMWITH ILL 9E JSIID H C0-2 STANDAMS A \ 'YPE 33 .._ YT" A • STUD SKIN HEAR COW(CTOR AEL CF.D GALVApIRM A.ATE FOR 'YIN. A TO BE BEM ON MI AMBLE JF Sa' .W TO 4101 Oak AT r C-C. .0MMECrM AND B TO BE AROHORCD WITH '/:- X A' SYW SMEAP NOSE DETAIN..$ WVLOEO rn SENT "TIE AT 7 C •C --- APPR. PAVEIETTT ObJA I_ DI-JB - )t 1C �_.__-.....__ _... T- • r'-WARPED PAVEMEN , r il h - =+ i_ . __---- 1 J DE T A LL WHEN USED FOR .JSE ON ;RADFADJACENT TO CUM FOP LOSE N SAGS WITHOUT GUTTER 90TH SDES !0 BE iYL.E'WKAL SHtEEi , •„ STANDARD CURB DROP INLET 12" - 3011 PIPE: MAXIIMUM DEPTH (H) - 8' 2JS :a P.o—.1 - ro.w,erT W2 �I AC O 01 Z C v J Q Q W_ C W � Z 3W W N W V• J O z Q 0 40 V O O N D (0 N N C V) r I I ai Q t0 O (0 QD O In C Y O� O 3 0 Q! L E 'c U a N O C U Ln O h�- W W 0 Q In Z� F- W LIJ i kWOO.>c Zz 7 W wom, Inftamtwo -) o�'���y1N of yl�� 18260 a� �� ONA1 SURVEY: C. I .: Painter -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0205051 SCALE: DATE: AS SHOWN 12/31 /02 SHEET: HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN DETAIL N.T.S. FIRE LANE SIGN N.T.S. DUMPSTER ENCLOSURE & HDCP SYMBOL (WH SOLID BLUE BACKGR( 8 NOTES: 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. CONCRETE CURB & SIDEWALK DETAIL N.T.S. AS NOTED EXP JNT MATERIAL I~ ON PLANS Slope: 1/4"-1-0" a #- —tee-- —�i—>c �f►—ir 0 0 0 0 0 0 0 0 0 0 0 0 0 a e °0 0°0 0°0°0°0°0°0°0°0°0°0 CG-6 or CG-6R ;T:—y.) 4" CRUSHED STONE (3000 PSI) 4" CONC 6"x6"xW1.4xW1.4 WWM 14 affei COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) - 1° a' • � 4 I 6" I 2'-0" I PAVEMENT DETAILS N.T.S. 0 0 M REPINED PARK" 12" x 18" STD, 12" x 6" STD. STD, U-CHANNEL POST PROP. GROUND lI o RESERVED PARKING VAN ACCESSIBLE BOLLARD DETAIL N.T.S. — 6"0 CONC.-FILLED STEEL PIPE PAINT YELLOW FINISHED GRADE 18"0 CONC. BASE (3000 psi) CG-6R COMBINATION 6" CURB & GUTTER REVERSED N.T.S. - 6" I —7 PARKING AREA TRUCK & DRIVE AREAS TYPICAL SECTION TYPICAL SECTION 2" SM-12.5AL 2" SM-12.5A BIT. CONC. BIT. CONC. - SURFACE COURSE SURFACE COARSE 3" BM-25.0 BIT. CONC. 6" 21-B --� : BASE COURSE m 8" 21-B I� —il1STONE BASE_ _COMPACTED SUBGRADE—III- I�LI- COMPACTED SUBGRADE_ IIllIII�II- GRAVEL AREA TYPICAL SECTION 8" 21- B STONE BASE COMPACTED SUBGRADE NOTE: PLANT SPACING VARIES-{SI PRUNE ALL BROKEN, DISE� AND WEAK BRANCHES ALL SHRUB BEDS TO BE C EXCAVATED OF ALL EXISTIN TO REQUIRED DEPTH AND W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON BOUND PLANTS. / COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT --J SHRUB PLANTING BED SECTION —12" x 18" STD. STD. U-CHANNEL POST PROP. GROUND DUMPSTER AND ENTRY PAD DETAIL N.T.S. 12'x12' 4" CRUSHED STONE (3500 PSI) 6" CONC 6"x6"xW2.9Xw2,9 WWF(1.5" MIN CLEAR) 2" 5" r- THIS AREA MAY BE CONCRETE I AT THE OPTION OF THE CONTRACTOR i THE BOTTOM OF THE CURB AND GUTTER MAY BE ---1 CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- SURFACE COURSES PROVIDEC A MINIMUM DEPTH OF 7" IS MAINTAINED. CG-7 - FENCE DETAIL N.T.S. ---- 2x6 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POS 2x6 BOTTOM ATTACH RAIL W/ 3-10d (EA. RAIL) 12" DIA. PO FILL W/CONS NOTES: ALL LUMBER SHALL BE S.Y,P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH 0 RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. NOTE: COMB. CURB AND GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL ('0MBINATION CURB AND GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS 43 IF CAST IN PLACE, PSI-40M IF PRECAST. WHEN IN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNEG i IUN FOR STREET INTERSECTIONS TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED, WHEN THIS STANDARD IS `C BE TIED INTC EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. COMBINATION 4" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG- 7) ROADS AND BRIDGE. STANDARDS t OR ADD'L INFORMATION) 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 �r 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 w z X w (n EX. LANE (11'+/-) EXISTING PAVEMENT STRUCTURE 2" SM- 2A SURFACE COURSE 3" BM-2 BASE COURSE 8" 21- B SUBBASE COURSE STANDARD PIPE BEDDING DETAIL SANITARY SEWER PIPE N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL TURNING LANE TYPICAL SECTION AT ENTRANCE N.T.S. OUTSIDE ROAD DITCHES SLOPE CR FRONT .H SLOPE :► 0 6�� SyO TYPE D FRONT SLOPE BACK SLOPE W1 W2 K 1ARFA/LIN. S0. YDS. SURFACE FT Al 6" 6:1 41 3'-O" 2'-1"' 46 0.565 Al 8" 6:1 41 4'-P' 2'-9" 104 .0759 6"' 6'1 3:1 3'- " P-7" 42 0.509 A2 8" 6:1 3<1 4'-1" 2'-1" 92 0.685 A3 W. 61 21 Y-0" 1'-2" 38 0,463 A3 8" 6:1 271 4'-V T-6" 82 0.620 B1 6" 41 41 2`1" 2' 1" 38 0.463 B1 8" 41 4:1 2'-9" 2'-9" 82 0.611 82 8" 4:1 3:1 2' 9" 2' ':" 7 0.537 82 10"' 41 3:', 3'-5" 2'-8" 13 0.676 83 4 1 2:1 2'-9" T -6" 6 0.472 83 10" 4:1 2.1 3'-5" 1`10" 1 0,583 84 8" 4:1 ti , -9" 1'-2" 55 0.435 B4 10" 4:1 1i :1 3'-5" 1'-6" 1 1 0.546 c1 e' 3, 2:1 2"-1" T-6" 5 0.398 C? 10" 3:1 2:1 2' 8" 1'-10" 92 0.5D0 c2 1D" 3.1 i :1 r 6" r-s" D D.463 C3 10" 31 1:1 2'- 8" T-2"' 70 0.426 STONE AGGREGATE TYPICAL PIPE BEDDING DETAIL STORNA SEWER PIPE N.T.S. O.D.+16" � FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE ' COMPACTED SUBGRADE 6'G-2A MEDIAN DITCH TYPE D Sa YDS. D - DEPTH Wt W? SUAWLACE PERK LIN. FT 2,-9„ 2.-9" 0.511 K - 82 DITCH AT TOE OF FILL OR TOP OF CUT TYPE E 1 1 12" 2-3"2'-3" (0.500 1 K - 115 PLAN FOR TRANSITION OF PAVED MEDIAN DITCH TO MEDIAN DROP INLET GUTTER D---I A —I ALTERNATE METHOD ERI _ L-3(W I •W 21 8 " i }------ ---� F FORMING D1T�CHES 1 SECTION E-E SECTION D-D ERT CONSTRUCTION JOIN OPT7 INVERT MEDIAN DROP INLET GUTTER MEDIAN DROP CURTAIN WALL. 70 BE LOCATED AT 1" RADRUS LAT' BOTTOM) —PAY LINE tN;.fT BEGINNING AN END OF ALL CHANNELS AND ON THE LOWER ENO OF EACH EXPANSION JOINT, PROAX:H PAVED • 4 DOWELS, 18" r E---I MEDIAN DITCH D 1_� A- B a00 LONG 95'"- SLOPE NOTES: NOTE FOR SECTION A -A AND B-8 SEE STANDARDS 0I-7, 7A AND 78. {�� 6" ALL DITCHES MAY BE CONSTRUCTED WITH VERTICAL TRADITIONAL PDRTION Of PAVED DITCH TO BE PAID FOR AT THE SAME: SDES AT THE OFT" OF THE PRICE BID PER SO. YARD FOR APPROACH PAVED MEDIAN DITCH. CONTRACTOR. STANDARD PG-2A DITCHES TO BE CLASS A3 CONCRETE. -CURTAIN WALL SPECIFICATION REFERENCE STANDARD PAVED DITCHES 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 109.01 Max.) V) J Q I` W 0 N 0 z JQ J W U w J t F— z3.1 Q 0 U � N x �� J W J Y N w --j �JQ QUOCtiQZ OLA_ L&J m w to CL Q z (n _ ck� O�\t~nQ�Y 0 J � J M LA_Q Q LA_ (/j r` ?� � LLJ vqtLAJ ZW I J w O Ch a �■ O V O ■ N J v�N a � 0 r- (I) N to In _y I I c v N N -C LO C) fn c " W ��'O't� j 0 ? tf) i3 t C CC Li. M (A 0 a W vc- C v U U ZH L.L w r� aN O M Ilj�;'; 11?i Ifl t i i Z VI ilj 4i�i I I�i� I ( itt (,_ ltl};l HLj I III ei ,i1 13I Ippiii l + l+ IQ J LL'j Z s Z '�I► err► � �rw U w 44�yTN 0� TIMOTIV PAINTER 18260 06 a'Osilstfos �ww G IONAL SURVEY: C. I : Pointer -Lewis, IN/A P.L.C. DRAWN BY: JOB NO: TGP 0205051 SCALE: DATE. AS SHOWN 12/31 /02 SHEET: 7/7