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39-03 Miller Honda - Used Car Sales & Serv. Facility - Shawnee - Backfile
GENERAL NOTES MILLER HONDA, VOLKSWAGEN, ISUZU, & SUZUKI, INC. USED CAR SALES & SERVICE FACILITY SITE IMPROVEMENTS PROJECT: MILLER HONDA, VOLKSWAGEN, OWNER & ISUZU, & SUZUKI, INC. DEVELOPER: MILLER HONDA, VOLKSWAGEN, 3985 VALLEY PIKE ISUZU, & SUZUKI, INC. SHAWNEE MAGISTERIAL 3985 VALLEY PIKE DISTRICT WINCHESTER, VIRGINIA 22602 COUNTY OF FREDERICK, VA (540) 869-5000 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK STREET, 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 SUITE 200 WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER Contact: ELLIOTT RITCHIE PARCEL INFORMATION: PROPERTY ID NO.: 75-A-1 1 C SITE AREA: 15.4509 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: USED CAR SALES & SERVICE FACILITY CURRENT USE: NEW and USED CAR SALES & SERVICE FACILITY ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 15.4509 Ac.=13.1333 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: MOTOR VEHICLE SALES: 1 SPACE PER 400 SO. FT. OF ENCLOSED FLOOR AREA 1 SPACE PER 3000 SO. FT. OF OUTDOOR DISPLAY AREA AUTOMOBILE SERVICE: 3 SPACES PER SERVICE BAY PARKING REQUIRED: ENCLOSED AREA: 11,485.44 SO. FT./400 SO. FT. = 28.7 SPACES DISPLAY AREA: 149,393.56 SO. FT./3000 SO. FT. = 49.8 SPACES SERVICE BAYS: 5 EA. BAYS X 3 SPACES PER BAY = 15.0 SPACES TOTAL: 94.0 SPACES Jpp ,, / a� Ct=2-HHDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) LOADING: RETAIL AND PERSONAL SERVICES (1) FOR THE FIRST 10,000 SO. FT. PLUS (1) FOR EACH ADDITIONAL 30,000 SO. FT. OF FLOOR AREA PROPOSED DEVELOPMENT: PROPOSED USED CAR SALES & SERVICE FACILITY FRONTAGE: 650.00 FT. PARKING PROVIDED: 499 EA. PARKING SPACES (INCLUDING OUTDOOR DISPLAY SPACES) (INCLUDES 4 EA, HDCP SPACES THAT INCLUDES •, 2 EA. VAN ACCESSIBLE SPACES) IV'i [HDCP SPACES ARE BASED ON THE PARKING REQUIREMENT FOR THE PROPOSED BUILDING AREA AND USE Y LOADING PROVIDED: (2) 12'x45' LOADING SPACES LOT COVERAGE: USED CAR FACILITY: BUILDINGS/STRUCTURES: 11,485.44 SO. FT. (0.2637 ACRES) PARKING/DRIVES: 216,514.68 SO. FT, (4.9705 ACRES) CONCRETE AREAS: 5,426.99 SO. FT. (0.1246 ACRES) DISPLAY AREAS: 4,935.56 SO. FT. (0,1133 ACRES) IMPERVIOUS AREA: 238,362.67 SQ. FT. (5.4721 ACRES) EXISTING FACILITY: BUILDINGS/STRUCTURES: 19,151.60 SO. FT. (0.4397 ACRES) PARKING/DRIVES: 68.326 25 SO. FT. (1.5686 ACRES) CONCRETE AREAS: 4,039.33 SO. FT. (3,0453?60CSQ. DISPLAY AREAS: FT. (0.0793 ACRE IMPERVIOUS AREA: 94,970.78 SQ. FT. (2.1802 ACRES) TOTAL IMPERVIOUS AREA: 332,433.45 SO. FT. (7.6523 ACRES) F.A.R.: F.A.R.: 0.7034 Ac/15.4509 Ac = 0.0455 < 1.0 OPEN SPACE: 15.4509 Ac. - 7.6523 AC. = 7.7986 Ac. (339,707.02 SO. FT.) (50.5%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SO. FT, Of Impervious Area to 100,000 SO. FT. Plus 1 Tree Per 5000 SO. FT. Of Remaining Impervious Area 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 2000 SO. FT. Of Impervious Area: 100,000.00 SO. FT./2000 = 50.00 => 50 TREES (Required) (238,362.67-100,000.00 SO. FT.)/5000 = 27.67 => 28 TREES (Required) TOTAL => 78 TREES (Required) => 78 TREES (Provided) Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge)=> None Required (Display Area) None Provided 5% Interior Landscaping Islands: 216,514.68 Sq. Ft. X 5% => 10,826 Sq. Ft. (Required) Landscape Islands: => 11,704 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 499 Parking Spaces/10 => 50 TREES (Required) => 50 TREES (Provided) BUFFER: NONE REQUIRED ZONING NOTES: 1, EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTING (SEE ARCHITECTURAL PLAN) AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS PHASE OF DEVELOPMENT OF THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. LLE' H •W0LwLr\\x_1i6 n nZU, AN[D C--,,UZUW NCO II E AN LESr7l'I E FAC ILIT 3985 LE IP E HKNEE MAOI37E[RIAL 10ISTIR C7 TM#: 75-A-2E STATE FARM MUTUAL AUTOMOBILE INS. DB: 841, PG: 1341 ZONED: B2 USE: COMMERCIAL & INDUSTRIAL .. rh /CO A0 ,° SITE '1y 10, I / I• o�ky �• - ok �• i � � e 0 N,arro ; i� M j / pick WATE ToweR of q; ,, n /`' one /M j oho �k VICINITY MAP 1"=1000' - - - � OLD LANE DB: 590, PG: 411 S 4502839' 1063.93' T.M.#: 75((A))11C GEORGE AND JOHN MILLER PARTNERSHIP, L.C. ` 08: 608, PG: 273 08. 892, PG. 634 ZONED: 82 i CD USE: COMMERCIAL A INDUSTRIAL HIM AREA: 12.43 acres �- 1 cz 4 � TM#: 75-A-2G VALLEY FARM CREDIT a DB: 02-11011�� ZONED: B2 USE: COMMERCIAL INDUSTRIAL a �O TM#: 75((A))11C MILLER AUTO SALES, INC. DO: 793, PG: 599 I TM#: 75-A-2 %'` ` I I ZONED: B2 9 HORTON INVESTMENTS a '\ I (` U -- USE: COMERCIAL & DB: 954, PG: 1069-- r� INDUSTIAL ZONED: 82 oy C� AREA: 3.0155 acres USE: COMMERCIAL & INDUSTRIAL " N 45°2839 " W 393. 74 ' N 450.26 39" F 633..21 ' TM#: 75((A))21 1 i \ H RALPH S. GREGORY 1 FELLOWSHIP BIBLE 20 I 7BIBLE CHURCH DB: 954, PG: 1320 \ DB: 954, PG: 1320 ZONED: B2 ZONED: B2 USE: COMERCIAL & nS< COMMERrla1 &i PROPERTY BOUNDARY LINE TABLE LINE BEARING DISTANCE BL1 S 54'44'23" E 50.00' BL2 N 58'43'37" E 29.00' BL3 S 44'31'22" W 222.75' PROJECT OVERVIEW ill = 100, PROPERTY BOUNDARY CURVE TABLE CURVE RADIUS ARC LENGTH DEGREE OF CURVE DELTA ANGLE CHORD LENGTH CHORD BEARING BC1 370.00' 69,89' 22'55'06" 10*49'22" 69.79' N 60'09'04" W BC2 260.00' 155.60' 21 `58' 19" 34' 17'21 " 153.29' S 48'25'04" E BC3 436.00' 196.92' 347' 14'50" 25'52'40" 195.25' S 18'20'03" E BC4 159.00' 8.77' 150*46'42" 03'09'37" 8.77' N 06'58'32" W 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. LTH OF nN 1 TIMrNo f�PAINTER �' 4260 ��ssIONAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA, DIAMETER IDS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO 8E 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: I SHT. 1 /1 1: COVER SHEET SHT. 2/11: CONSTRUCTION NOTES AND EROSION AND SEDIMENTATION CONTROL NARRATIVE SHT. 3/11: OVERALL SITE PLAN SHT. 4/11: SITE LAYOUT PLAN SHT. 5/11: SITE GRADING PLAN SHT. 6/11: SITE EROSION & SEDIMENTATION CONTROL PLAN SHT. 7/11: SITE LANDSCAPE PLAN SHT. 8/11: STORM SEWER PROFILES SHT. 9/11: STORM SEWER AND EROSION AND SEDIMENTATION CONTROL DETAILS SHT. 10/11: WATER LINE & SANITARY SEWER PROFILES SHT. 11/11: CONSTRUCTION DETAILS - n r ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL POP -- PAINTER-LEWIS, P.L.C. WE 302 South Braddock Street, Suite 200 ON Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: paintlew@earthlink.net CONSULTING JOB NO.: 0211001 SHEET: ENGINEERS AUGUST 11, 2003 1 / 1 1 .Latest Revision Date: 10/14/03 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY, 4 THE T AVAILABLE UTILITIES SHOWN BASED UPON E BEST . ALL EXISTING ES H V U L HAVE BEEN INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY WAS PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. UTILITY COMPANIES: ADELPHIA CABLE ENTERTAINMENT (800) 835-4949 ALLEGHENY POWER (800) 255-3443 SHENANDOAH GAS COMPANY (540) 869-1111 VERIZON (Telephone) 954-6222 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11 (VALLEY PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF 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. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 ►b/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES, IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IN THE AREA AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NEEDED, SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL BE APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE CEO -TECHNICAL ENGINEER. FILL MATERIAL MAY BE OBTAINED FROM THE SITE OR FROM ADJACENT AREAS AS DIRECTED BY THE OWNER. ALL COMPACTION TESTS PERFORMED AND THE SUBSEQUENT REPORTS SHALL BE SUBMITTED TO COUNTY OF FREDERICK BUILDING DEPARTMENT. COMPACTION TESTING AND THE APPROPRIATE REPORTS SHALL BE PERFORMED FOR FILL PLACED UNDER ALL PUBLIC UTILITIES, AS WELL. THE COMPACTION TEST REPORTS SHALL BE SUBMITTED TO THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A). 5. THE EXCAVATION AND FILL PROCESS SHOULD BE PERFORMED IN SUCH A MANNER AS TO ACHIEVE A BALANCED SITE. IT IS THE INTENT OF THIS DESIGN TO HAVE A BALANCED SITE USING ALL MATERIALS INCLUDING EXCAVATED ROCK AND TOPSOIL. OVER -EXCAVATION MAY BE NEEDED DURING CONSTRUCTION IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING THE EXCAVATION PHASE OF THIS PROJECT. ALL TOPSOIL AND UNSUITABLE MATERIAL SHALL BE STOCKPILED IN AN AREA ON -SITE, AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE FOR LATER USE IN THE LAWN AND SLOPE AREAS WITH THE REMAINDER TO BE LEFT FOR FUTURE USE BY THE OWNER. IF ADDITIONAL FILL IS NEEDED, THEN ADDITIONAL GRADING ON -SITE WILL BE PERMITTED TO OBTAIN THE NECESSARY FILL MATERIAL. THE BORROW PIT SITE WILL BE DETERMINED BY THE OWNER, IF NEEDED. IT IS NOT ANTICIPATED THAT OFF -SITE BORROW MATERIAL WILL BE NEEDED FOR THE DEVELOPMENT OF THIS PROJECT. THE CONSTRUCTION PROCESS SHALL ACCOUNT FOR THIS DURING GRADING PHASE OF THIS PROJECT. THE CONTRACTOR SHALL CONSULT WITH THE OWNER, THE PROJECT ENGINEER, AND THE PROJECT CEO -TECHNICAL ENGINEER TO ACCOMPLISH THESE OBJECTIVES. 6. THE EXCAVATION AND FILL PROCESS SHALL BE PERFORMED FOR THE ENTIRE SITE DURING THE INITIAL PHASE OF THIS DEVELOPMENT. ALL TOPSOIL MATERIAL SHALL BE STOCKPILED FOR LATER USE IN THE LAWN AND SLOPE AREAS. TEST PITS MAY BE PERFORMED BY THE CONTRACTOR TO DETERMINE THE SOIL TYPES AND THE EXTENT OF THE ROCK ON THE SITE WITH THE PROPER PERMISSION BY AND COORDINATION WITH THE OWNER. 7. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER AND OR THE UTILITY COMPANIES. IF APPLICABLE, BLASTING OPERATIONS SHALL BE PERFORMED AT A MINIMUM OF 50 FT. BEYOND THE END OF ANY TERMINAL UTILITY LINE. PRE -BLAST SURVEYS SHALL BE PERFORMED OF THE SURROUNDING STRUCTURES PRIOR TO COMMENCEMENT OF ANY DRILLING OR BLASTING OPERATIONS. 8. ALL SLOPES, LAWN AREAS, AND PLANTERS, AND BERMS SHALL BE FINISHED WITH A MINIMUM OF 6" OF TOPSOIL. ALL AREAS SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER. 9. ALL DISTURBED LAWN AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED, AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 6" DIA. PVC PIPE AND % T I T THE EXISTING R T A MINIMUM RA F o. HE SERVICE SHALL B CONNECTED D O E E S NG UN A MU GRADE 0 2 OS L E C EC E SANITARY SEWER MAIN, AS INDICATED ON THE SITE PLAN, ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. A NEW 2" WATER SERVICE WILL NEED TO BE INSTALLED FOR THE PROPOSED USED CAR FACILITY. THE WATER PIPING SHALL BE 2" DIAMETER CTS POLYETHYLENE TUBING AND INSTALLED AS SHOWN. 5. THE EXISTING 8" DIA. WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. INSTALLATION OF THE PROPOSED 6" FIRE LINES SHALL BE IN A MANNER SO AS TO LIMIT THE DISRUPTION IN SERVICE TO THE EXISTING FACILITY. COORDINATE ALL CONSTRUCTION WITH THE F.C.S.A. AND THE OWNER OR HIS REPRESENTATIVE. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. a) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH A CORPORATION STOP AND MAKING THE TAP. b) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. c) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 8. WHEN AN EXISTING WATER MAIN 15 TAPPED FOR THE INSTALLATION OF A NEW LINE: a) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP. b) THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MAKE THE LOCATION OF THE TAP; (4)MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING STORM SEWER SYSTEMS AND DRAINAGE CHANNELS ON THIS SITE. THE DEVELOPMENT OF THIS SITE WILL RESULT IN AN INCREASE IN THE RUNOFF FROM THIS SITE. THE VELOCITY OF THE RUNOFF WILL BE CONTROLLED AND DECREASED BY THE PROPOSED LEVEL SPREADER AND WETLANDS AREA PROPOSED FOR THIS SITE ADJACENT TO THE EXISTING POND AREA. THE EXISTING 48" CULVERT UNDER 1-81 IS MORE THAN ADEQUATE TO CONVEY THE: PROPOSED STORM WATER GENERATED FROM THIS SITE. THE DAMPING SYSTEM OF THE PROPOSED VELOCITY DISSIPATER AND THE WETLANDS AREA WILL LESSEN THE EFFECTS OF THE STORM WATER RUNOFF AND SPREAD THE RUNOFF TO PRE -DEVELOPED CONDITIONS. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING STORM SEWER, DRAINAGE SWALES, AND PONDING AREAS ARE ADEQUATE TO CONVEY AND CONTROL THE STORM WATER RUNOFF. THE BUILDING ELEVATION HAS BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED DIRECTLY TO THE STORM SEWER SYSTEMS. AN OIL AND WATER SEPARATOR MUST BE INSTALLED IN THE WASH BAYS PRIOR TO DISCHARGE INTO THE STORM SEWER SYSTEMS. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE WIDENING, DRIVE AISLES, PARKING AREAS, AND DISPLAY AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL CONFORM TC VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP (B) BUSINESS (AUTOMOBILE SHOWROOM) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. THE SIGN SHALL COMPLY WITH USE GROUP (U) UTILITY, SECTION 312 OF 5.:i.C.A. AND N.F.P.A. 30 AND 58. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES, THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 6. THE INTERIOR FLOOR DRAINAGE PIPE SYSTEM SHAL BE TRAPPED AND HAVE AN APPROVED GREASE/OIL SEPARATOR INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE, THE DISCHARGE THROUGH THE STORM WATER SYSTEM SHALL BE APPROVED BY THE VIRGINIA DEPT. OF HEALTH PRIOR TO PERMIT ISSUANCE FOR THE SYSTEM. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. 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 requited 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 a inspection. n h final in i n. P 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 a new Used Car Division building and service bay, related driveways and parking facilities, site grading, water main and water and sanitary sewer services, and related site landscaping. 2. Existing Conditions: The 15,4509 acre site is currently partially developed with a New Car Sales and Service facility with related parking and service utilities. The site has approximately 650 linear feet of rood frontage along Valley Pike (U.S. Route 11) which provides access to the site and 646 linear feet of frontage along Interstate 81 on the easterly side of the site. The existing buildings and parking facilities are located in a low area of the site that gently slopes from the Route 11 right-of-way to middle of the parcel. The undeveloped portion of the site behind the existing facility slopes up to a ridge and then downward towards the Interstate 81 right-of-way. The northerly portion of the site along Route 11 is proposed for the new development and generally follows this some topographical pattern. This condition will necessitate the filling of the site in front of the proposed building and cutting the site towards the rear of the building. The drainage for the proposed development will be collected in a proposed storm sewer system where it will discharge of the rear of the site. The proposed discharge area will be relatively flat and has been designed as a wetlands area. The storm water runoff will discharge directly into a level spreader to dissipate the velocity and then spread across the wetlands area, eventually discharging into a 48" storm culvert under Interstate 81. An existing pond exists at the rear of the site adjacent to this proposed wetlands area. This pond is to be preserved and be maintained undisturbed during the construction process. 3. Adjacent Areas: The site is bounded on the north by a large tract that is currently undeveloped. This area is generally open with sparse trees and vegetation and is being used for agricultural purposes (livestock). The property is zoned for commercial development. The southerly property is currently undeveloped, as well, and is a completely open field. This property is currently zoned for commercial development and is not being used. The eastern side is bounded by the Interstate 81 highway with sparse business uses on the eastern side of the interstate that access an existing frontage road that parallels the Interstate. The western property line is bounded by Valley Pike (U.S. Route 1 1) with commercial uses on the western side of Route 11. ea r 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing Church and School facilities. 6C: Carbo-Ooklet silt loom: Very Rocky, (2%-15% slopes). Hydrologic soil group C, Class It Soils. (Approx. 35%) 8C: Chilhowie silty clay loam: (7%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 25%) 328: Ooklet silt loam: (2%-7% slopes). Hydrologic soil group C, Class II Soils. (Approx. 40%) 5. Critical Areas: The existing pond and drainage area at the rear of the site. 6. 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 and the existing edge o f pavement of Volley IleY Pike(U.S.Route 11). 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 i II natural vegetation construction of that phase of the work. If possible, aand /or mulching sholl be used to protect areas exposed during development of the site. The existing vegetation tion along tho property rtY 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. 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, silt traps, 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 vegetative and tree protection controls around the existing vegetation along the main roadway accessing the site, b. Construction of the construction entrance. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. d. Installation of the proposed diversion dikes to convey and runoff to the sediment trap. e. Installation of the sediment trap. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed. b. Rough grading of site. c. Building construction. 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. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Finall paving. I. Remove erosion and sediment controls, as approved by the inspector. 8. Mointenonce: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clo< gcd with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as port 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 trap 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 resoddedI as required. FROM WASH BAY INSTALL RISERS FOR MAN -WAYS, AS REQUIRED. (Typ.) VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST �DITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION TVDOT) ROAD AND BRIDGE SPECIFICATIONS,AND STANDARDS HE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS S AND ANY OTHER STATE; FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATESTU.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY, V6. 1F REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUC'IION 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 WbRK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8, THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02, FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 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IN=731.45 ri GOR DAREAYO EE 9t.6T i 1.01 TRANSP g LAWN 37 Z -�- 4.5'R . 28 (t- v - -,_ _ -pAW 9Da°o -= - W a L�r; o LAWN h' 10' GUTTER P ® 4.5'R o.5 ' - � _ GUTT _ - o �, TRANSITION I V 6.50' 16.50' 00 S^ N .18.00' a.a000.- 6`0 C.0 ca -- i+o 'a� PP - As 40.6A' n My. LAWN 6 Nv 4.5'R 36.00' - n A t- �, hIC RAMP 0•(Q� in 4.5 R 2 �pSP) - N - ---H $IGN ^ LA Q oQ `TYPI .CO P) 9 U� f w C5 OP. 2"qLK Q. `z' : v �l 4.5'R CRP. STOP N(- oa, a 'm 5,59' 3 d 1'r ° � N AOo U nl M616 o S� � > c� 10' GUTTER PA �0 >> 4 p0 � ? d"0 PVC % h o,'O --- - ,2 a ai TRANSITION o,&Q J - Sj a} i OUTDOOR DISPLAY 1 'ls i C 5'R O Vi r �W OP. 9 0 E UIT o 24.00 �1� 0.0� _ O� z Q 4 4 Q' .r ,-. I.- > O PARKING AREA `i 30'00 R r i I 20 R s' Z �i 3 N. PVC. 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CU / LP 0' EC ~ ..\CC�s P W N NOTE: �� ( &RAISE S 1 �, \ O PLACEMENT OF _ �_ 4 LP�' LOCATE 1 `T?CE e �. y CG-12 CURB - ` - [__j`�CONC. S BASE- 8" TREL ° EX. VALVE 80XES k �� x ?o \� % ><• SS�R %7 0 { I RAMP SHALL ~� AS NEEDED STB£AM \\ \ s/n \ �� \ S / OUTDOOR DISPLAY W BE FINALIZED �lLlrY BOX CONC FLU (P 3 , BY THE VDOT 1f1 ' I { �� STY CRATE F/ �.` \ 9R PARKING AREA N INSPECTOR/ 1 �' T//yOyyyP�35334pp954 `'8;�i1 Ef 2 10' GUTTER PAN `4 a ENGINEER. 8" TRE.r: \• !AN OUr=70.49 p TRANSITION EX. It1 s / GVi 4.5'R 9.00 e orROUTDOOR PP DISPLAY ARFA RFC? O p vi o 70' TREE C. , rf 4.5R L °i ra''`rRfr e \ �`� ��y.,�F•� ry� '� � LAWN I �� ` �/ 24.0' ++ V 74.0' ", � 13�.,ilR�£\,r �'• � \� b° �/ f .h'IR EX. i:�i r FH � 18•R 1 TOP=733,71 t0 7N£E' �,0 ' j''� C�6 18'R / 1W /N-727.76 \ /� INV OUT-727.62 s.s8' E EX GRAyEL I ='� 8" TRfE 24. �l:L O BELL MH o T ( EX j O•_ _ _ L1 Z. DW I- _-- 10' GUTTER' PAN NfA� pPME CG'6 TRANSITION o i i ( � n i�. 1f 8'RE I..L l�J.� �*. �� =C 5.55' 107.8 ��,,LL��1TT/ 00 4? TOP=734.50 -0 - R SMT 4 l 1 t.50' a �? CG-6 G-6R)j NN •C n f 13 tri �0: o ':!:_!!c 19 00' Q r4i M 0I 04 cq 4 c i---CG 6R , SJ N 0 (,:z �44 W N a 42 SJ N N Na L l/Nyyy l =72pgg, 14.24 PftP, �3 INV OUT-728.22 _ TOP-7 3I (( use) Ul» LAS 3 23. ' EX. 9URBINC LLL I ��; tN�728 OS�k". , a,> -- PARS r1r Ap '�•R n 8 � F11 LLER HOHONDA I � - NV' OUT-728.05 _ _ ✓ .�. 1 - _ Ty TO EX. CUR II _ o��_ � � (ERlpy IN FIELDS 0 f .✓ � 8 f 79 ,o TOG c" a t\� I r T W 11.1 t 22.4' J 1N 3729 39 APRX, LOG, D14 � /NV OUr=729.31 TOP �Fl I DISPLAY R AIR COMPRESSOR SHED- 15" / ED ? �� I FUTURE AISLE ...(8) 2" Whl!e P,ne; - CONNECTION FUTURE PHASE 3 OUTDOOR DISPLAY PARKING AREA i I /-- 0 1 1 " 4.59' 4.5R �f 1.43' 5'R 10'R J 10' G ER P MH n iN3WOf OUT=725,99 I I A g� O +i om C+Fq O�N� 0� 1 LAND PRESERVATION O EASEMENT o I N t` TO STORM WATER ?L > MANAGEMENT SYSTEM us 0. J� -' RCP' f a7t7.$3 4$ N -__ Wp I i ww . STORM WATER I I MANAGEMENT POND lNv 72� ,0 I 1 � I • .o Op F n 1 � ` 1 C/ I , cV My / MN 6' White Pine --- (3) 6" White Pores i ! l I 1-__P". E, !;Hite Pine-. 6` W1:ite Pine-•-•-N 6' White Pae - �1_ 1L., _ LL_�__-.-�._.L l-�_.-1-1-_.1 5' PARKING SEWK .L ,�-�c•.�-�. w.e►/�� F 11. __ _ �� 4�_ 5' PARK/NC S£TBACIC- N 45w 4W,�w m al r sm �� N 45W a70 r &W it I ` NOTE: THIS SITE PLAN DOES NOT APPROVE THE CONSTRUCTION OF THE FUTURE 1 1 PHASE 3 DISPLAY AREA. A SEPARATE SITE PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION OF PHASE 3. 1 1 1 1 1 1 1 nPP 1 I 1 1 CT GR / 1 f'J �✓ � / I b ye FUTURE PHASE 3 \ j OUTDOOR DISPLAYMIA \ \ Sl PARKING AREA \ 2gI I I t I I I 40 0 40 I 120 �)ccie i = z+U TT I 9 1 1 1 1 I t F�- �� 0 1 s I C ft Z Q 0 Q Z Z _Z C' W O� V J Y 0 0 �((ALL 1 f- JZ Q V ) N L Q U U > > /Z V WL)Y =�aL,J(OU NW (nCy)Li W 110 I- Li LLJ d • O • O N O (14 M . N U-) It) C N cN0 t uJ a���� � 0 C m E t1 ui ~ W ZN W Q a 0 Z JW W 0 3 OW 11,PLTx of vJ Tits . PAINTER > No 18260 0�� 0101163 ONAL SURVEY: C.I•; PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "=40.0' 09/10/03 SHEET: 3/11 BELL MH° EX. TREELINE TBP ®PROP. DI-7B, Type III Grote PROP. MH-1 ``> >- TOP=730.50 ® TOP=734.10 JUPROP. DI-3B, L=8' V7 m 23%14" INV. OUT=728.00 23"04" INV. IN=726.70 _ TOP=729.40 �•/� v, 139.67' �' ` - -� �� ,` �_� �_� 30"x'�.9 INV. IN=724.70 ._ ` SEX. TREELINE TBP FX. �,n �� �� ._� 1 �EX TREELINE TBP , :. 15: 1N IN=y2$.6J✓ n cS' �" n �. �� r.._ _�._ _4, !` �`- S �5'2839 E 10.�93 30"x19'" INV. OUT=726.30 _ _ �_ ^ _30 1 +N_OIaP='12�56 F£NCF VDOT MON _ 5' PARKING SETQ4CK CE -' 5 PA RIM S ENCE 5 PARKING SETBACK •ano 'ono op _ � _ � �-.�_ �._. _.__.-_ _____ `.� �- _____ _ -- � � v) Mi 1- N N N N N N PROP. 213.93'-18" 0 RCP, ® `�' � O � 00 LAWN LAWN CL. III 0 0.75% Slo e U M v 135.0 ' oCG-2 23 .00' 0 20.00' 2 7.00 Pp q__ w ul P _ ____..._ _ ___ _ - -.._ _ _.__ On �_ . -_ - S NEEDED �,,� Niv- _ N Ez:w WEE- �J _ O CG 6 PROP. 61.61'-30"x19"O RCEP, 2' NDC 4.5'R G_ �T10P. _ }ILLI " N.Fi 9nOp 4.5'R CL. III ® 0.49% Slope G } OUTDOOR DISPLAY PARKING AREA CG-4 6 0 4,5'R PROP,. 2.94..62'.-23 x.14. RC P., 4.5R 4'.5'R 1� GW 28.5'R 00', . 4.5 R LLJ S 0.55' CONC. O N CL. III 0 0:44% Slope N °o uj L5 APRON GUTTER ,ri (9TYR) ,n PR. DUMPSTER 30'R a 9.12' OUTDOOR DISPLAY 1.50' } G 31.00' N LINE. o . o o J L3 AND ENCLOSURE PARKING AREA o a 31.031.00'- T o 10' GUTTER PAN o �' ! � CG-6R CG-6R HEAVY PAVEMENT "� a TRANSITION "' a CG-6 � 00 ASPHALT 2' NDC F'Af2KING AREA 1:17' .00'. l o OU-VQOOR o 4.5 4;0' 4.5' 0 4.5 R 4.5`R. �_ _ / G-6R o oc 4.5'R __.�. _._ __ TYP. TYP. z (TYP. 1 TT P P N 4 5' 8'R CG-6R ^ I N C N O 1 u QISPtAY - . ` � AREA ( TRANSITION 'CpNC> a t 10'R, r, 59.041 .50' G 6 CG - CG=6R .00 0 L-:__1 0 DRIVE 0'R NTRQNC o oa .00O - q g CONG: LAWN 18.00' ui .00 ^+ F 0 5.o AISLE LAWN ,� FQ' �. 44 ^ z o OA �� Q 1 TRANSI ON Li q I v APRON ^ ^ . on _ 1 E - z an. m o ° 4 o . ri 4.. C: WALK , x::::; : 4.5'R _ - Q 1 0 .0 = 30.00' I- 2G.00 1- 1.50 r .. ..> 4 NG WALK 0 I F TMP00 w PROP. N k N 1 .50'M 19 00' r7 I �O �. _ _-___ _..___-- -- -__ _ --___ -- ) a . 1 1.50' LAWN CONC 36.00' LAWN 7.47' LAWN a' o O �o' oa o z �a a a 1 0 139.67' 31.00. iY.o u� O z O x x ��f� �, ,Ly• ! All LE , O ••- a Li a:, d n r) (� _ y '� Ili 3 I N_ h z r So i OJ o C) .. 6'. FENCE a • W -_ _ x • J i� _ 1�z 232.00' a� G -Mo o- t=zENCLOSUREO �of no v0 Y a cn W M r` w�3g o . OUTDOOR DISPLAY 22.00' �_ _� 22.00' �- w� U' N C7 a O a HEAVY ooi' O .: zo PARKING AREA N ¢ CG 6R 0 14 AISLE AISLE g a �c� �n W - a ar-� PAVEMENT. ®�.o �,� _ _---- x q F c�- , rym' O LA' - is c� 3o O> C� 1- o �c� Q �� cn C1 $ �� Z w m . z�wo oo30 00' N 2J r _ .. g w - - o Q ,� a s l nr� a> to tf) Q Q FvJ oo N. ^ �O 1 r�i 111 �3 }I a `�' 0 jI 16 ° 15 U9 O c� ,•> C CL i) � o r- G C] CO 1� cn PAD . t� r �! . i� 3 t� r- a s LE L_J a W o L� C� r. I O to Q (n II Z W W `d` W p. II O. v �p 0 i� N _ _ _ _ - -- o - o z N0 '` ty- z O � VI • : _ � - - 1 lrn K o• - g � 44 �� 9.00' bpj TO STORM WATER o: z ox ao rFN = O or7 00 - NP o^ � MANAGEMENT SYSTEM F- 0 n. p gd> CL }- La. w OUTDOOR ^?zz - o0 _ _�------- Ya _ ___ F Q Oz a x o 11 19 00' N F Q o� o3-� (n Q 00' STORAGE oa, - '� o a o 0 1 F, O a 2�.00' ��' o:w x W O z�, AREA X 0 Co co. 2 .00' ^ a: z �� _�_ �f- atn n cn®co a- E- _J � w a O �° EX. ROCK pY _° AISLE o wo. _ 0.00' ISLE 9,0 a �- Z 0.00' p OUTCROP o Q Q N J ° wQ ij. CJ `�'� (T __�_ __ I Li a a f __ 48.00' N a �a (0 Z. 111A I ° I--20.00' y F PROP. DI-1 0 fin¢ 72.00` CL ° TYP. ;�oj -_ -_ 2' 0 C.O. TOP=733.75 0:0w :to PROP. F.H.#2 LJJ aw~ w a R° 34 00' 12.0 15" INV. IN-731.4591.67' a cw� M 0 `LO - rn o CG OUTDOOR DISPLAY oo / .`t PARKING AREA - \ t ` ; o LAWN 6.37 WN , �. 4 ��, `,' a G 60 _ a 15.50' u c� o 15.50' 1' GUTTE P N W g1.00' `D0 `� `�' TRANSIT No n 4'. CO C.; WALK 4.5'R 2... o` Jo0 ___ ❑O h 4.5R 4.5' f?j' -P- - - o000 y n y 3 z ,�; 10' GUTTER PA 3 o cn LAWN "� TRANSITION 1 6.50 16.50' a^ .00 O ' _._ TRAN I't�fllffl31.00' o' N sb C.0 ao a PP _ _._._.�. N ..1 E3.00' d W ao � - a � g � ai - 00 9 0 v ssy. LAWN 3 II o6N 0 1 7 a0 64. 'n 1 50' -33.50 15.50° A 36.00' _ -' cvn `' 4 00 a 4.5'R - r\ o+ 4.5 ,n Q' 20.00' --I m II ~ 0.0 "''' 1z< 4.5'R 3 4' 2 R TYP. _ N HC RCAMPGN z w o LAW QGoQ y (TYP.) ' i z o (2TYP� "� OD 19 00' w ° IJ (4.5' ) 15'R 6' TYPS} �`' m o 25 z o 00 _ GO >J ^ o o hZZ Y o Q . Z. in Wo 1- c g a tr o- w 't v w ROP. 2 "�e ' s, C `. a Cr a % A° o� p L 3 C .6 4.5'R C5 5.59' J. �C RP. STOP Ask h0 "' a �p�nin �'u o0° �� w o I z N �i JO 0• N . 000. U n� aF�� C wF > O� (r_ 10 GUTTER PAN 4> m ? 4 '0 PVC - Co Q n TRANSITION tit 9�, 9 n F m u, NDUIT 2 `4 �? } 2 0, o OUTDOOR DISPLAY �„ y (TM.= - �i l 5'R �' <n ►- P OP: 9 - ER c, v� V 24.00' o°o ; ' 1°i'P j �� . z N o `n tt 30.00 1 20'R �C Q MIN,, P.VC, DRY oQ Q oQ' a 1-- o v F< cr o PARKING AREA N 5.9 r Z Q 'R z �f r7 �� -� AISLE rr 50,99 O: � � D 00 A 4.5 R 6� Q� O� _ /01- �- © i P� G `O w a z O Z � za � h TOp p/ 82' 5.50' ; Cr b^ �n � 1 �' ?08 c r• w a GG 5 R po 0 1S." • ` 1 4.5'R __ o F o� ° cc Ln 1 ASPHALT `b 346.5a R p, 4 X 1$ 3 7 ls•,. /NV p 15'R 0 .00 4 00 0 a '` �j Z Q Lit h CYROP. 50' o W //V 0 TYP. 0 a o OUTDOOR a"o PVC20'R x $•09'' %n O 31. p, p _ \ ; o `O 70 w �`'v . �' Q' LI, 00 . 18� ��3 1�3 607'R " " v € o DISPLAY R 30' o WN `LOND� a o 3 9 w� . Y (n J o r1 AREA pROp o, O w o "' _ '� r l 30 82 /NI, �D L 1 9.0 v> r� I o 0 PVC o 286. 4' R ,� J 2 OUT 08 . , 15' R "> J w U �� INV O J EY CURB R a pU\1 N aF a�7. �a "� °`` 0 �` PAV '" CON FOR ,�_ __ y o yFq(729?p ���/ �� . i >NQQ an 3 �X EOp\ON. CURB TBR �v. p / D W W Z w \ SPWCU RANS\T w FX. C { -� �o/N A` 15.50' 1 .50' 0.1 ''� i ��SMpO�H T g23'R PAIs AN MH C �6/? �O �.%82 p4/�!�/N / F�j�NT �L^�QJC 5 R 4.5'R z o w TOP i32.9 Q uj J O 3 n cn �SAd OF 0�-- o a C8 R PAN X. EOP 6 TOP G� .: NG<`VA�t; '` `"�..:=:, nd OUTDOOR DISPLAY o 0) a INV OUT=7 .17 ° a1.71 ..rE _ K \N o- a 10 �;UnE I 70 RF Q z PARKING AREA N - _ o ui E►hEN - - 0 v U� pPR "' z TRANSITION END Of V /N-7 .0 T77 / O o N a o- z / Z Q V U 0 o `M f . �- �, .- K1NQ vEN�GU�R "� g X. WL W EX. EO S RANSIT ��Aq / , � 15'R `*, w F_ � 2 / U 1 {� CUR ifgR E ES / h N / t0' TT < !' ' r v� 1 u' F 5'R ry �� O .° L Ne (N U P\SU �'� 1I po ~� 0 3� 6 o z I v� 4.5'R o N _ _ _ M t ill% ' C7 SRPVE ,� �. { CU �; �\ �� O �< % / RAN . IONC. Off• 20'R in€ 0 Or. Q !!hj / '�_ d LiJ U a. a ' o `a ° X' `' wv � } US/GN SlG WV 7 41 ` �� \ F0C ry \6 z. 0 00 �D �°p 36 0 ~ 10, UTTE� ®0 72% / CK M w N Li.! (n FE "' X• 20 1FH 6' TREc' ° WM o t ` �� 90 O�, a o^ E S �yAO , % ho M U 18.00' PA TRAN 7, 18jp J �_ n ID ��i, 2 EX. CL �' 01 w r- 1 EX' Lj EX. CURB ELEC BOX oLP EX C EE T E G6 . �. . . j N 153.0 ' u' 4.59' ryM / 2� PROPOSED CENTERLINE LINE TABLE uj J NOTE: PLACEMENT OF LP LOCATE & RAISE e SIGN RB 10 E\ '\, \''°`� CG-12 CURB 8" TREE EX. VALVE BOXES 0 ---CONC. S)_ BASE NEEDED SEAM \ ?O> `�\� c`�� SS�R ° ~ 4.5'R 4.S'R RAMP SHALL , AS N 5�j f �, OUTDOOR DISPLAY / II BE FINALIZED ' �--UTILITY BOX / CONC FLUME-1III \ P r \ S�3g. NOTE'c PARKING AREA S � STM GRATE P cn BY THE VDOT NO VEHICLE ©F ANY N / v v TOP=73 .49 \ , 2.58' N 1.43' / II pp KI SHALL . PARK IN / INSPECTOR ' "'-�. �M INV IN=730.54 8 E 10' GUTTER PAN i' THE ' HICULAR �o 8" TREE I � !NV OUT=730.49 ��� C' TRANSITION ENGINEER. � l � EX. WL } � ' l� C i 6 TRAVEL ' ISLES. c� 4.5'R 9.00 I c, .5'R s r APRX. LOC, \� ----- ro \ �� RO � .. OF OUTDOOR 7 _y^ A Pp OF OUT AREA ° �• r0 ' PEE S A 10'R rrP. } G 10'R I r N I 10 TREE � • F*� 6.1' 90.00' G 0 LL V d J0 O • 04 n (0 U) 0) C � o ®o � EE ,�. � � � 10'G ER PA �N �►n� v, ` T N W 9\ O °� / T NSITION . N �tl cn �\ p tr o 4.5'R Ic �� 'LSh N I w m9 ( 1C TREE 5 .r��a- `b' \ �' LAWN END HEAVY 1 x� ✓ r_24.0�.0, I \ 10 THE S 0 o /� P VEMENT Cn E ;-. a� TREE \ 4' \ �� 50'R O o EX. CANOPY n II \ FH N r '� ° ~- 8 " TREE \2C 0 \ 1 18'R . . 48 II�oIro 0- SAN MH -- HF� NT GS IhIoI`" QO TREE TOP=733.71 .0 18 R INV /N=727.76 W Ua INV OUT_727,62 -L a � -EGRAVEc6.° w QTREE � 10 240 N.;ZA 0 L1 D pAviieO o BELL MH "90' GUTTER PAN r. • ,@ re) CURB (TER1• TRANSITION 5.55'R TREE 168.4' 38S _g �~ ---- _ 0 �� 10i.81' 'STM MH PVC 004 W EX. 30' Z TOP=734.50 0 ?� =� �TERiS WER ESMT. ' II I- W N tNV /N- 7228g gg5 h - _ 14.2 ' O PROP. _j W INV /N=728 77 0 TOP_ DI_ 1 �Do9hous- "---- �� ~1 Z f- INV OUT=728.22 0 734.00 ) _ _� II �` 23.8' EX. BUILDING 1g" INV IN: -�--- Z z `•�'� a " Tu MIFLLER3HONDA � � 18" INv. OUT7 72s os --__ _ ° � 0 w () I � 30 0 30 90 V1{ t r►E VETO IN FIELD) �IF CURBS TOP 3759 <y II 9T � ».6' II v INV OUINY T 725.99 ���`�i-�"'u >> _ ��,1,TH OF D t1z11 1 /- �1-- -- s�o• ScaIe 1 - 30 ft �� f� I 'v' Id wV PP t � STY GRATE I ��.- 9��` W10 °x., v TIIYIO G PAINTER 9 W t 122.4' TOP=733.37 i AG \° No. 8260 PROPOSED CENTERLINE CURVE TABLE II a L INV IN= 729.39 C' OF OUTDOOR OW INV OUT=729CP AIR COMPRESSOR H R � I DISPLAY AREA C ESSOR S ED (cV 2" White Pines w pines" � 6White Pirre (3) 6" White -6" White Pine— 6White Pine `.� " � 6" White Pine ��• LINE BEARING D/STANCE L 1 N 5524 :T2 " W 135- 06' L2 S J5'3754 " W 153. 13' L3 S 5422 06" E 498.67' L4 S .T5'3754 " W J. 00' L5 S 5422b6" E 171,50' L6 N 35.37:54" E 140.25' L7 N 473..3 31 " E 5.68' L8 IN 6255'15 W 55.56' L9 15 47-46 59 " W 63. 71 ' IISSIONAL SURVEY: PL-PLC 2' ° .SAN MH DRAWN BY: JOB NO.: TOP=729.39 TGP 0211001 INV IN= 723.60 c> INV /N=722.81 SCALE: DATE: INV OUT=722.72 1 "=30.0' 08/1 1 /03 5' PARKING -SETBACK - 1--�.�-- - - - - - - - - - -- - - - - 5' PARKING SETBACK SHEET: 1 1 / ' " 1V 45'2B 99" F 63121 ' CURVE RADIUS ARC LENGTH DEGREE OF CURVE DELTA ANGLE TANGENT CHORD LENGTH CHORD BEARING C 1 250. 00' 388.16' 22155 06 " 88'57:73 " 245. 50' 350.33' S 80'06'41 " W C2 15.00' 2.T56' 2758'19" 90,0000" 15.00' 21.21' S 0922b6" E C3 16.50' 25.92' 347'14 50 " 90,00 b0 " 16.50' 1 23.33' N 80 :3754 " £ C4 T8.00' 70.19' 150'46 42 " 150 49 48 " 50.27' 60, 63' N 17'17 00 " W C5 3..i8.54' IJT,12' 16'5529" 221,31 46" 67.43' 132.29' S 5856'01 " E C6 592, 00' 421.78' 09'40 42 " 40'49'18 " 220.29' 412.92' S 22 0149 " E C7 438. 12'1 57.19' 13104:T9" 07'2842 28.63' 57. 74' N 6705'11 " W C8 269.54' 110.43' 21'1526" 2,T'2826" 56,00' 109.66' S 60'48'10" E a a ht z Wes:. t! ,x�� Tin NOTE: PLACFMCNr - RAMP S�u,l.l. t 8�= ftr;Ai.tZEC� BY TPt,, Ve)(;1; ri tCINCEP. ..tyg• 1 IN i89._ _ ,._ . t MN h• `t 91 q j! A rh k a � n,q,J +y `J, n�k •,{y ry`t 'ly`U 's 1 t 1 1 6h 1 ( 34 A• 'I+• �^ �~ � 1, JOU 0-I 1 AIR COVPRESSUP. SnED �h N 45IM9W" If SW Al' N 45vd :99' li 4m. AW ' b1.10--3U Xly a Nf-VI. M 0.49'% Slope. �<a !sJ n� �65 afi �q. —(G PROPO tA1yp PRESERVA1tON � EASEMENT "; 30, v ---TO STORM WA:IER t� yl VkHAGEMENT SYSrrFm fk: 30. .j2 u; t. 721.50 w t iu 31.0 I, e n C4 '�. ct,4 {. Wo a 30. \ ' 21.50 �2�6 a � 31.5 41el a. t•2, t ONE STORM WATER yha +qti yq MANAGEMENT POND t fh � y r te41 r � oq c+•, 'r.. n- 1 � � 6 +ti 't`t ' � •ti I A2r i 1'kh s i� 1� 0 40 6=mmd I Scale 1 " = 40 ft )441 "Grp tivv�717-63 vt w z o CL U U_ (0 4 b 0 Z_ 0 Z O Z Z J w ONJ ` f � < Z N < Q LLI U 10 U Z } O „UCeU-)Y Z) Q Lj 00 0 N Uj (n 0) r (/ PO Lij U --, Ld O OL • 0 JO • O N n 0) � N � � L x _ N U7 C 0 W� & U It 3: i C N •0 m ~ ZN (n W ■_ 4 O M IL TIMO . PAINTER No 18260 -16 SsIONAL E� SURVEY: C•�.: PL-PLC 2' DRAWN BY: JOB NO, TGP 0211001 SCALE: DATE: 1 "=40.0' 08/11 /03 SHEET: 5/ 1 1 E)LiU.ER ILWO ffMA (F-=734.64) . ._ 5' PARKING -•- SE784CK ( __ 1 1 1 1 � 7.4 I ( i + , ` I i ! i i 2. 34 N 45W W' F 8=21 ' PRO PO` it0—N p RESERVATION r EASEMENT J a 0e w N I t 1 / 1 EROSION & SEDIMENT CONTROL KEY STORM WATER MAW EVENT POND 3.02 TEMPORARY STONE o 0 0 0 0 0 0 0 0 0 °0 0 CONSTRUCTION O ENTRANCE' 3.05 SILT FENCE 4SF1 1E—�x--_x 3.07 STORM DRAIN O INLET PROTECTION 3.09 TEMPORARY O _♦-♦�� DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET o°o$°o$oeao$000 PROTECTION 3.19 RIPRAP 3.21 LEVEL SPREADER /O 3.30 TOPSOILING O TO 3.32 PERMANENT SEEDING O PS 3.35 MULCHING ® Mtl 3.38 TREE PROTECTION 40 0 40 120 Scale 1 " = 40 ft to ILLLi Z Z ; C) p ` cn W cn i I u� Cy- K j I1 I J 0 z O z O (n Z Z 00� Ld LJJ z F`- SW VJ L_ Ld V J W J H F- Z Q 0 Q `�► z Z _z 0 X U) Q � w Y � J Y W J ^ / ONQ <z 271 D J � w Cr LLJ Q o U Z U j > 0 r LLJ 00 U Of N Ld (n +O) M0 Ld LLJ(n O LL d JO ■ CL O N in Cl)_ ) � (V o � t\ CV � Lf) C Ci 4 i 0 co � Zo C° '--' a� W J `'It ) 3 C N Q m V) .0 uit C U p ZN cn RO C. 0� z� F— W W 0 3 MLLM (-) OW AyTH of `� f U SURVEY: PL—PLC 2' DRAWN BY: JOB NO. TGP 0211001 SCALE: DATE: 1 "=40.0' 08/11 /03 � SHEET: 6/11 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 4" MULCH 3" SAUCER AROUND TREE "\ h EXISTING GRADE BLACK CORRUGATED PLASTIC PIPES-� 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. TREE PLANTING SECTION 5* PA PA PA CPAC OTC OTC 14 6 1 o PC \ TC PC •`` Pq l PC Cq --��•�"� .k',--J�-• - — '--'36 S 45 �B 39 �'`1063.93' �,` '�` ---�"� PC PC C I PC F PC C \ v PA PA PA I PA PA �,aC) e� �/•..�.-•••'- f / �_' Jam. _..-- ._. 77 ------------ Ir $ i .••, .-K bit/ 11r� t 0' 7Rff Ex. CANOPY \. i �0 ' -_! =.em s L-_n £Y '� n • —�-'= K) \ w 1 EX. BUILDING MILLER NONDA 3 TR f (fF=734.64) i F (E) 2•. Whita Aires I 6" While \ (3)6' Whiter Pines• 6' Whrte Pine 6` white Pine 5' PARKING SETBACK 1 N 45°w8 39 " 1V 7,93, 74 ' 1 I PLANT SPACING VARIES -(SEE PLANS)- `O 1 PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY N EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE W/ REQUIRED SOIL MIX. ' \ \` ` MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL \, ,\ \•., , ,, \ • \ ���� ��i��/ti STRINGS, RIBBONS, AND TAGS FROM PLANT. \\ REMOVE TOP 1/3 OF ALL"! . BURLAP FABRIC AROUND � � ' ��. ./� l ��� �'\ �� ROOT BALL. _ \\ \`` \` \\\ ` ;%\y/\/. \;. =1I1 CIF = \ \, SCARIFY ROOTS ON POT {' I `_h -' I - -` 1 i III— 11_ \• t BOUND PLANTS. 8" COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT MIN. SHRUB PLANTING BED SECTION TC '—� TC TC ` 44 TC �y 5i�PARKrNG SE79,4rK Py4A�` TC \ 4 '\ -' � p pp SED ..__ 1.AR __ LWdO pRESEt�VAt+ON _--r N FASEMEtiT o S n • , \1 �1 • \ \~ AR- z TC AR� E w BAR V AR t \ • to n 800 TY TC \ (130)SSs' TC TC , DAI)\ CA t o , Dic AR _ - 72.4... •r_ tiJ,. �'ivw5 TC • u r \ 4 TC a� 2 `. TC ,. 7C PA H3 TC C TC / \`ti • PC / \� PC • • PC l n \ A PA S PA WATEP 5' PARKING SETBACK PLANT LIST 40 0 40 120 Scale 1 " = 40 ft KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AC 10 Acer saccharum Sugar Maple 2" Col. 20' o.c. IC 63 Ilex cornuto 'Dwarf Burford' Dwarf Burford Holly 3 gal. Cont. 3' o.c. PA 19 Platanus acerfolia London Plonetree 2" cal. 30' o.c. PC 38 Pyrus calleryano 'Aristocrat' Aristocrat Pear 2" cal. 30' o.c. TC 61 Tilia cordato Littleleof Linden 2" cal. 30' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING WETLAND PLANT LIST KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 12 Alnus rugoso Hazel Alder 4' B&B See Plan SS 260 Scirpus spp. Bulrush are o0 or r 2' o c TY 1 800 1 Typha latifolia Cattail Bare Root 2' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING W —J H h- :i < aZZ LLd +Li O0JU> IN < tj I— < Z <C � Cr Uj 0 � U�Er)U Z <-) W 00 NW(n0)FX M LLJ J v) 0 Li W S=� 0 d ■ 0 J0 O • CV n? p CV r.1 N N C (V I cn 0@ 0 W o J 0> vim r a m ) � a - LlJ L -C C) V p Z CV o a 00 Z0� F- Li.l _jW V)3 ELL1,1OZ AI,III T H Op el 60 °��� `ss1 ONAL SURVEY: PL-PLC 2' DRAWN BY: JOB N0. TGP 0211001 SCALE: DATE: 1 "=40.0' 08/ 11 /03 SHEET: 7 / 1 1 STORM SEWER PLAN A -Al I STORM SEWER PROFILE A -Al SCALES: (H) 1 " =50.0' 4 __._._ ___.___-__._-_ __.__----______ _____ ____. ____ ______..____ 745 740 740 _EXISTING PROPOSED L7 GRADE - GRADE 735 --_-_.--_______ .__ .____ __ - . _ 0_ _ _ __. 735 RCP STM. -____. __ SEW. -PROP. CL. 88.00' II @ 0.51 15`0 RCP,__�NV LOPE - 725 _.... _.__ __..__ - -_---- 725 Lw z C'4 Ln cy- o cq r7 r, I1LL 10+00 11 +00 9 I c °- STORM SEWER PLAN 13-134 � r.� •y •♦, 5 �fYpp 1w-E ••� '•••y art :" •♦ • `•,ww,.r' -� n` %36 or Zl VnIl ' PROP. 64. 0'-30"x19" RCEP, CL. III ®0.51 SLOPE 4 STORM SEWER STRUCTURE KEY PROP. DI-1 A TOP=733.30 15" INV. IN=731.00 15" INV. OUT=730.82 9PROP. DI-1 TOP=733.75 15" INV. IN=731.45 ©30"x 19" ES-1 INV. OUT=724.18 ® PROP. DI-3B, L=12' TOP=728.50 30xl9 INV. IN=724.70 30x19 INV. OUT=724.50 ®PROP. DI-31B, L=8' TOP= 729.40 30"09" INV. IN=725.20 30%19" INV. OUT=725.00 ®PROP. MH-1 TOP=734.10 23%14" INV. IN=726.70 15" INV. IN=726.65 30%19" INV. OUT=726.30 ®PROP. DI-71B, Type III Grate TOP=730.50 23%14" INV. OUT=728.00 OPROP. DI-1 TOP=733.50 18" INV. IN=728.25 12" DRAIN (FROM BLDG.)- INV. IN=728.75 18" INV. OUT=728.00 PROP. DI-38, L=8' TOP=733.70 15" INV. IN=728.85 15" INV. OUT=728.70 ©PROP. DI-313, L=8' TOP=733.70 15" INV. OUT=729.20 _ STORM SEWER PROFILE B-84 - SCALES: (H) 1 " =50.0' B03 - 4 .. _________ ___.. ____-_ _ __._._ _ - _._ �_..__ _____.__._._. ._ _---.-_ 745 740 -� ~- _-_ � -- � EXISTING GRADE 740 PROPOSED GRADE 735 _______._____ ____ ___ _ ._._.___ _ .�..____ � � _. -_ _ __�_�. � \ --_ - - 735 PROP, 1._61'-30"X19"0 RCEP,_ 725 __08_____.__ PROP. 294.62-23" 14" 0 RCEP, CL. III ®0.44% SL PE - PROTECTION �- _ _ 720 PRO . 4.00-30' 19" 0 RCEP, CL. III 0 0.51 % SLOE CL. II 0.51 LOPE -�- -00 - J - - Lu a - J •- _ e- m I i I N Ln I 0- r_ _ _ J St O N o6r,11 _._ 0- sci O N o- _.LLIt O .. - _�_� J 11 N _-II x a d 0f\ pII tin 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 STORM SEWER PLAN 83-C2 oA MA • ♦ r/ a � • `il % �154,• • ~jam` 5 ♦ ` w ~• w-eR0% 0-il wa * \ ^^^4j CY 1 STORM SEWER PROFILE 83-C2 _ SCALES: (H) 1" =50.0' B03 C -<C 2� ----<C 1 745 - .�___ _____..- - --� 745 - EXISTING GRADE_ - PROP. 6 .9 '-15" 0 RCP-1 740______ __ _ -0. 07. SLOPE �- - 740 735 PROPOSED GRADE 735 730 y 730 ___ 725 �T PROP. 1.51'-1 "O RCP 725 CL. III 0.73% SLOPE -- --- PR 139.62'-_ 5"0 RCP _-�" _P. CL. III @ 0.8957, SLOPE - I 00 II --i T 2 m Q ---tfi------- N to it cfl a - _ .- ( a: U-) L6 N - �-- Ln F- - N I�-- � II ( Q CL _c -- N C14 II �5Z� if + _ t- N r- - - - -�c -- 1714 -+ r--�z-C-�Z-M � 0 .- .- + O D r-ZZ - -e=�-� p + �D r-Z CL -o-era-- 10+00 11 +00 12+00 13+00 V) z _0 L7 W o w z O z �ZQ U � U Cn Y> Y JV}}}�- OJT > IV Q L�J r Quj z °� `� Q>a _ wU NW��U w0OY w ,- _I (n - Z W 0 w-J Li J0 • CL 0 N n `= O : N N M a1 I`� C Y c/� (f7 04 i can ° = a0@ WO LLJ J p ��� � �.� N m E ° W L N V ~ p (0 W N a M 0(n z� J W Dw cn- 0Z LUL () Ld O ✓ TIN . PAINTER a No 18260 o'Q S S.IONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "=50.0' 08/1 1 /03 SHEET: 8/ 1 1 DI-, NTRANCE - GRA VEL AND WIRE MESH i m 2' 7" NOTES STONE CONSTRUCTION E DROP INLET SEDIMENT ® ' -3"5" B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. TYPICAL PIPE BEDDING DETAIL FILTER I i » FOR DEPTH GREATER THAN. 10. USE STANDARD EXISTING Lucs To BE D,_,A• STORM SEWER PIPE 70' MIN. PAVEMENT j , _ L21 /2"x21 /2"x 1 /4 CAST WITH COLLORA .3- N. T.S. '. -"LONG 2THE "H" DIMENSION SHOWN ON THE STANDARDS 1 A - A 104CAST GALV. i I I (n 1i WELD ALL IRON STEEL AND SPECIFIED ON THE PLANS WILL BE MEASURED O.D,+16" MDUNTABLE BERM FILTER CLOTH 6" MIN, A (i iL CONNCETORS ssf ^ (OPTIONAL) I c l p "� N 3 LBS. 43.6 LBS. I FROM THE INVERT OF THE OUTFACE PIPE TO THE TO COLLOR N OPTIONAL NCLUDING INCLUDING BRACE RIBS TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE ''-" - SIDE ELEVATION ti ONE WELDED Lucs CANN- APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND -III -III- 18" MIN. + JOINT ECTORS � C_ Q, 1/2"x11/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY FINAL BACKFILL III- EXISTING GROUND GRAVEL (12" MIN. DEPTH) i j Ij 0 1 /2"x4" STUD THE CONTRACTOR FROM FIELD CONDITIONS. 1 -I 1 70• MIN. Z i y Q) Lu SHEAR CONNECTORS I -I1 I I= RUNOFF WATER p I i N 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS III - - - WASHRACK Io' MIN. WITH SEDIMENT 5" 2'-7" 5" 91/2" 12"* TO BE SHAPED IN ACCORDANCE WITH STANDARD =I I - - - (I I-_ D (OPTIONAL) -}- I Lj a'-2"- �( IS-1. THE COST OF FURNISHING AND PLACING ALL CAREFULLY COMPACTED SELECT BACFILL -I I O.D. - _ - � PLAN 3/8" MATERIALS INCIDENTAL TO THE SHAPING IS TO BE -I i - - - -III- 10' MIN. I i I (GRATE REMOVED) pp � INCLUDED IN THE BID PRICE FOR THE STRUCTURE. III _ - =I I 12' MIN." h- EXISTING SECTION B-O _ PAVEMENT IIIII 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE I I ••:':....: _-_ w `o I COLLAR DETAIL �6 21/2' IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, _ -_ ( III - IIIIII DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED -II O.D.L-VDOT I1 e� POSITIVE DRAINAGE 10, MIN. ( III WIRE MESH CRUSHED AGGREGATE _ I I COURSE AGGREGATE I TO SEDIMENT SEDIMENT I I 4'-2" CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR ::::" :::': e TRAPPING DEVICE FILTEREDF- 2'-7" PONDING OF WATER IN THE STRUCTURE. THE COST WATER Q OF FURNISHING AND PLACING ALL MATERIALS _ . MUST EXTEND FULL WIDTH PLAN VIEW r III -III -I I-1I1- 11-III- I I INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED I ICI I I ,I i, i i , ,I (I`) I I- OF INGRESS AND EGRESS 3"� WEEP HOLE OPERATION �� I `- a a a a COLLOR - -- 4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE. _T N ,� N •4 r ,: 2" MIN. #78, OR #8x6" WIDTH 1r MN. { O 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" -0. I Z iiii •t2 Y MIN. I I 2'-6* --7� OR GREATER. FOR DETAILS SEE STANDARD ST-1. ! I iIv 1n ao n •�a, 12",15",18",OR 24'3^ D J c� 1 Y MIN. SPECIFIC APPLICATION N N N n 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. A NOTES B FILTER CLOTH J ' • , ♦. b 1. DEPTH OF MET (H) TO BE SHOWN ON PLANS. s' �• . C C 7• #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" SECTION A -A THIS METHOD OF INLET PROTECTION IS APPLICABLE D•' ' ' :.'.� +. ♦ B B 2. THE "R' DIMENSION SHOWN ON THE STANDARDS L ������ Ir C-C TO BE PLACED IN ALL AREAS ADJACENT TO _ -- __ _ MID SPECIFIED ON THE PLANS WILL BE SALT WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, O ID PIPEMEASURED FROM THE INVERT OF THE OITFALI (� .I ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN -_ _._ i _ MEASURED To THE TOP of THE T OF THE BUT NOT WHERE PONDING AROUND THE STRUCTURE SECTION A -A oOQO�� D����� �" m PLAN "H' DIMENSIONS ARE APPROXIMATE ONLY a" LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED. FOR ESTIMATING PURPOSES N4D THE ACTUAL MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE O 1 DIMENSIONS SHALL BE DETERMINED BY THE l.. . (j SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. - i CONTRACTOR FROM FIELD CONDITIONS. '•Y. TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. CONCRETE QUALITIES FOR MINIMUM DEPTH �O���OQ�OL1���0 m MAXIMUM DEPTH (H) TO BE V`8. �/ 12" CONC. PIPE-• 1.440 Cu. Yds. CONCRETE PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS • 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE - 1 1 /2" [� ----1 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC (covER REMovEo) PLAN TO BE SHAPED N ACCORDAL,:£ WITH STANDARD A-4'-4" (12" - 38" PPE) (COVER REMOVED) IS-1. THE COST OF FURNISHING AND PLACING ALL n � 2" HARDWARE CLOTH 1 /4" MESH OR GALVANIZED STEEL B-3'-o" a2" - 3a" PIPE) MATERIALS INCIDENTAL TO TKE SHAPING IS To BE 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE t" 1" A•4.10" (42" PPE) GROUT INCLUDED N THE BID PRKiN FOR THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE Z WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 B-T-6" (42" PPE) (FOR CONCRETE COVER 24" CONC. PIPE-1.81 7 Cu, Yds. CONCRETE (FOR 2 OF SEE 4. RI THE EVENTHIGHS THE INVERT OF THE OUTFACE REINFORCED CONCRETE DRAIN SPACE '^ SECTION D-D MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE CONCRETE COVER STELE z of E PPE Is IRE THE THAN THE BottoM OF THE AGGREGATE. 0 V J ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH uIr fFOR DETAILS SEE 'D AGGREGATE. STRUCTURE TFE fNYERT OF THE STRUCTURE 3/4" --, ', - 11/4" OUTSIDE OF THE STRUCTURE. - SHEET 2 of 3) SEE NOE7. SHALL BE S�MAJ'ED 'MITE' CEMENT `MORTAR TO SECTION B-B Q --� AGGREGATE. SEE NOTE7 IN THE T STATURE OR PONDING OF WATER N THE STRUCTURE. THE COST OF FURNISHING SECTION C-C HIE. E, HNOLE AND PLACING ALL MATERIALS INCIDENTAL TO Q 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 SEE NOTE e. w i SEE NOTE 8 PRICE T E_ T fE HIE., N THE BID STANDARD DROP INLET GRATE DETAIL (3000 PSI PRECAST CONCRETE TO BE 4000 PSI. > PRICE FOR THE STRUCTURE.. i LIFT HOLES CONSTRUCTION OF A SILT FENCE APPROXIMATE WEIGHT ,.. STEPS. � NOTE 5, > , 5, STEPS «AATER, (R DETAILS SEE ST-1, PIPE OUTLET CONDITIONS w Z 12"-24" PIPE: MAXIMUM DEPTH H = 10' CAST IRON 10. ANY ALTERNATE METHODS OF ANCHORAGE _> 6. REINFORCED CONCRETE FOOTING MAY BE (WITH WIRE SUPPORT) �j. W PRECAST OR CAST-H-PLACE. TWO LIFTING NOfi ��SC�AL GRATE 363 t 181bs. MEETING THE APPROVAL OF THE ENGINEER MAY BE I I HOOKS OF FABRICATORS DESIGN To BE A A (1,J VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN ,�. i X ' D X PROVIDED N PRECAST FOOTING I. SET POSTS AND EXCAVATE A 4"X4 2. STAPLE WIRE FENCING TO THE POSTS. 104.01 HEREON. 7. 4" DEPTH AGGREGATE 188,178, OR 18 X 6" WIDTH. TRENCH UPSLOPE ALONG THE LINE 8, 3" dMETER WEEP E WITH t2"X12" PLASTIC OF PROSES. SECTION A -A SEE NOTE 4. HADWARE (LOTH I/i' MESH OR CALVNAZED STEEL WIRE, MNMl1M WIff DIAMETER M, CAST IN PLACE SECTION B-B NUMBER 4 MESH HARDWARE CLOTH AICHOIiED Lj1 PRECAST FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ado d ------------ FOR USE WITH 12" TO 42" PIPES 9. THE TYPE OF INLET (PRECAST OR CAST N PLACE), EXPANSION JOINT FOR DETAILS OF INLET EXPANSION JOINT KEYED DETAILED HEREON, To BE CONSTRUCTED, WILL BE / o FRAME &COVER SEE COAST. BARS D NOTES (CONE.) AT THE OPTION OF THE CONTRACTOR. J ~/� �- j BACK OF SIDEWALK AR G REcotNMFJDEo MINIMUM PIPE OUTLET TO FLAT I---3'-10"--- STANDARD IC-2. � JOINT �/v��J i BAD S G-_----4 i- GUTTER APPROACH HEIGHT CHART 1s. DI-7 oN AGUT TER p GUTTER SEE HE MT F PL_ COVER.COLLAR NO - I � / � -ftl� AREA WITH NO DEFINED_jLq-7A-______SINGLE CUTTER WHEN DROP INLET GRATE AND TSH METHOD OF I�aM:I+c A'PROACH I / V i - ,n 00 _ a PPE H DIMENSION CHANNEL 4"BARS C (Y - DI-7B------ DOUBLE GUTTER WHEN DROP INLET 11, CAST -IN PLACE CONCRETE fS TO IE CLASS A3 I PLAN VIEW (x) - • 2 BARS F ` �6 6" BARS B 0 p LJ BAR C e' 7 WARPED s2 CONIC. CORR. MET Is N A SAG BETWEEN Two txRADEs. (� P ). PRECAST CONCH ETE IS TO BE I 1 l} •� - i � � �'' _ 2 2�-- GUTTER tt„ 2,_6 2,_s,. ( /� t- $'•R T zpa� _Z N V -' SUBBASE 1S^ 2'-91/." 2'-6" is. FOR car UNIT ASSEMBLY CA95E�Lv70NOTT SHOWN PAGE HEREON 12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATED r i DEPTH (M WITHOUT PIPES. THE AMOUNT C� - / C� L ! (V [� 6" 0 �, d Q � Q BARS F HARDWARE 18.. 3'-01A. 2'-11. FOR PRECAST GENERA NOTES. PAGE 103.02 MID FOR DISPLACED BY MUSS BE I�STEED TO - l 1 I. a % f 4" » ") % MV)Lt) j 2V 3•-3j'4' Y-2" PAGES 1103.077TTHRUT103A2. RISER MIND TOP DETAILS, - xo _(�, TH t CLOTH WEEP HOLE DEFERENT DEPTHS ADD l)R SUBTRACT 4 I- '~- SEE NOTE 8 24" 3'-7' 3•-S" 17, GRATE BARS TO BE PARALLEL TO DITCH FLOW. FOOT OOTEDc c YARDS OF CONCRETE FOR EACH �] 0 _. i BAR F BAR A- -_ 00__ z7" 3'-,(,/," 3'-8" ( tt" ts" 18' 24" 30" 36" 42" 13. PAVED arCFfS ARE TO BE TRAISITKNED TO MEET _ III I,,. _ III Imo" I.,• d . I: I FACE OF CURB p ti�.�..; \'�,`- - - .,•� (LET GUTTER AS SHOWN IN STANDARD PG-2A FLOW BARS D t;,��\\• STEPS SEE 30" 4'-f/i, 3,_n„ MINIMUM DEPTH 2,-0• , 31 2,_8' a'_Y` a'_7( 4,_2» 4,_9' - �� ��� L, g^.«_. _.NOTE 5 /A" /:^ /i' fi' 4" © z (X) 1 ��� GUTTER \� ', 33" 4'_4Y," 4•-2" #4 I RACK JOINT CONTROL CRACK JOINT CONTROL 3a" V-a" V-5" CONCRETE 947 1.043 ti43 1.339 1.535 1.731 1.927 14. � PLANS. SLABS WHEN SPECIFIED ON "2'-•B"'�-' ""-�3'-B^--"•" I"--�4'-0'-""" 42" S'-2%2" 4'-,T' 0.362 CU. YIDS. (tt" - 38^ PIPE) - SECTION A -A FILTER CLOTH KEY IN 8'-9': RECOMMENDED FOR ENTIRE PERIMETER � / 1 /� 6' MIN• ___ 6' MIN. N�+O+T PER FOOT O' ADUT04AL DEPTH (W � s 0:36 CU, YIDS. (42" PPE) SHEET , OF 3 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE � `J u7 ! f1 �10' MAX. PLAN _,- �10' MAX. --'� SECTION A -A 9,£�TION FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. Lj STANDARD MEDIAN DROP INLET BARS A A z D` 241 12" TO 42" PIPE 3d MIN. Y - Y > n A I^ _��_2'__ t0 b._ 503 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 12 __--______- _ A O ( ) J Y �, I JQ --- L-VARIABLE - MAX. 20'., --- - ----, f g---3'-O" "I °) i ' 2")I i d > N Q Z -�-,W '. �\ `rS+ a-7aA7e DETAILS OF CONCRETE COVER Mm GRATE I;iTER AND _ �rl I I'i- a ri.-B NOTES 2" DIAMETER BAR a t0.B8 Les./FT. DETAILS OF_j-, ,N`,'�:'=':}:,. -------------- - WELL _.__ , • T4" " 1. CRATE A IS TO BE USED I �_ f I III DEFINEDTC iANNEL E �, KEYED OR N0. ,4 BILLET STEEL BAR a 7.es WHEN INLET IS LOCATED N METHOD OF PLACEMENT MENT --� BARS G -- `- "" OINTT. WARPED GUTTER LBS./FT., (Arn Aats, GRADE 60. /--� III /� I .� CO MEDIAN OR OTHER AREAS NOT / I / i� w L i 'O ..-. <: - __ APPROACH GUTTER ,_ " AEA NORMALLY SUBJECT To TRAFFIC. NOTES. -''' �/ / :: ; - PLAN VIEW �) � � ' BARS E - ELD 2. GRATE 8 IS TO BE USED WHEN 1. DI-7 NO GUTTERS. f„- / Y / C� .$) -"'-lL -� 0 n7S Q 0 •'�' BARS F BARS E t_-� B (LET tS LOCATED ON SHOULDER v -°^` 8" ~-�8" "'r--- BARS B - s OR OTHER AREAS SUBJECT TO DI-78 G CUTTER !4 ONE DIRECTION. L z -- - 3•� BARS F i...- 1'_S». DI-78 CUTTER N E" DIRECTIONS. FLOW © a U LO A TRAFFIC. 2. JOINTS BETWEEN GUI TITS AND CONCRETE COVER r WEEP ��.3'._.0 A' - 3, FOR DETAILS O' LOAD CARRYNc ARE TO BE DOWELED WITH 04 X 8" s►goTH HOLE FRONT ELEVATION ! , L2"X2"X%' GRATE (GRATE 8), SEE T-DI-7, Roos a APPROX. 12" C-C TO PREVENT SETTLE- III I•^ Lj /N1 U (GUTTER REMOVED) SECT(,.+) B-B sruo LVA"X2'/:"x'f." SHEET ,o3.os. BE N OF DOWELS A 2" X 4" NOTCH MAY III ' o y ---• Q , /1 �/AT,�J _ c • CONNECTOR D� A 4. AM E COVER URNISHED GRATE SEE STANDARD T-DI-3, 4 ALTERNATE DESIGN. I N W V 7 �/ J (�/ L2.5%2,5'X"25" SIMME UNIT. OUTSIDE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. `� '\ CRATE TYPE 3. VAPoABLE 2ri OR FLATTER. l/ J A 1.25"-- »- - GALVANIZED �8 I OR ■ (12 RE0" BARS BE 3*-4" S OF TE TO 9 PLAN VFW (FRO" PLANS) f12 REO'D.l OR 3' 4" X 2'-iN/=" (GRA E B). 4, DITCH GRADE MUST BE ADJUSTED TO MEET SECTION A -A LJJ Q 5X1/4" BENT i�s 2.5S IN ELEVATION. SEE LONGtTUDNAL FILTER FABRIC T H - RECOMMENDED FOR ENTIRE PERIMETER SECTION. NCE FILTER CLOT KEY IN 6• Li' E J SEE DETAIL ALTERNATE METHODS Gf SECTION PLATE "� < �_ ANCHORING ANGLE NON WILL BE 5, F DEPTH (m BECOMES LESS THEN 4', LENGTH NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION ~ io ACCEPTABLE F APPROVED BY THE - Ci OF WINGS ANTE TO EE EXTENDED AS DIRECTED BASKET, OR CONCRETE.. Lim 5"x 4" STUD SHEAR ,y. JI . ENGINEER. BY THE ENGINEER. --) _ 1 /4"R 2. I.e iS THE LENGTH OF THE RIPRAP APRON AS CALCULATED CONNECTOR WELDED SECTION A -A 6. GRATE AND COLLAR ARE TO BEIlllll SECTION B- 6. CURTAIN D DI TO S LOCATED A7 THE 1?ID WIRE ( USING PLATES 3.18-3 AND 3.18-4. O TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. '�``:` TO ANGLE IRON AT cavAI2ED' THE PAVED DITCH sE':TK)Ns of THE 1xaA & L 1Lll11 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT � TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. -TYPE A TYPE B 2' C-C. CRATE N 7. CONCRETE COVER MAY BE DI-79 THAT ARE NOT ABUTTED BY OTHER 1 BR SPACING CHART PRECAST OR CAST IN PLACE DRAINAGE( LESS THAN 6 INCHES. GALVANIZED PLATE FOR TYPE A TO BE BENT N AN ANGLE OF 68.30' APPROXIMATE QUANTITIES GRATE DIMENSION 4 N 8. CONCRETE TO BE CLASS A3 F CAST 7. F NORMAL DITCH GRADE IS TOO FLAT TO ALLOW CONNECTORS AND IS TO ANCHORED WITH 1 /2 'x4" STUD SHEAR CONCRETE EIFORCNG TYPE A B FOR ADJUSTED GRADE TO MET A SPECIAL - WELDED TO BENT PLATE AT 2' C-C. NOSE DETAILS CLASS A3 STEER N PLACE. 4000 PSIF PRECAST. 2" -� I-"`- APPR. PAVEMENT �1Y. 9. CRATE BARS r0 BE PARALLEL TO GUTTER DETAIL WILL BE REQUIfiED ON PLANS. 0.423 C.Y. 83 LBS. WARPED PAVEMENT DITCH FLOW. DI-3A DI-3B DI-3C -_c -La -.----- --L--- TEMPORARY DIVERSION DIKE ! 1 yET 1 5" I I i` 1 _D^�-.P h N_ ? O �DIiCH O CH ILET� Z-Oe �� i� Q = = S s� SEE NOTE 3 + I SET NOTE 3 c Compacted Soil _4LOW FL_ 0LO-W B SECTION A -A SEE NOTE i ~ ! s_\ v N + FOR USE IN SAGS DETAIL WHEN USEDE NQE STEEFI � , FOR USE ON GRADES _ _-_..-__----_-- BOTH SLOPES FLAT oHE wrAMTEE�rsioPE to 18" min. 1n N BYOMMET DES TO BE ADJACENT TO CURB A �_ C ,DITCH ILET ,_0" ?', k BACK UP BERM F10W � N 117 - WITHOUT GUTTER DtTjCH GUTTER GRADE TO BE PROVIDED _ ^ SPECIFICATION i - N 6 ADJUSTED TO MEET AS DIRECTED BY THE INLET ELEVATION ENGINEER (DI-7A ONLY). tU REFERENCE L„• e" (� 233 STANDARD CURB DROP INLET 12"-30" PIPE: MAX. DEPTH H =8' 104.09 TYPICAL ELEVATION SEE NOTE3 1 SEE NOTEYT Now BADE DIM - -III 'E 302 SEE NOTE 4 SEE NOTE 3 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A,3B,3C ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP 1� Fl ITS DRAINAGE AREA WET STORAGE d1 DRY STORAGE d OUTLET h NOTES C O O APPROXIMATE QUANTITIES SILT TRAP N0. (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft� LENGTH(ft.) (ft.) 4.5' min.�j L0 3 APPROXIMATE QUANTITY FOR ONE CURTAIN W'LL, LONGITUDINAL SECTION O MEASURED FROM BOTTOM OF GUTTER CONCRETE DI-7 DI-7A DI-78 (WHEN NUT IS LOCATED 5065 SO. FT. 5490 SO. FT. -0 +� CLASS A3 ABOVE NORMAL DITCH GRADE) SILT TRAP 2.80 AC, 1.5' 2' is' 2,5 NONE L q N C CONCRETE CLASS A3 0.241 CU. YOS. SEE NOTE 8. 1 (1/2)(100'x7O') (I/2)(100'x55' 11 ff )t HN (CU. YDS,) NONE 1.2t1 2.148 SHEET 2 OF 3 m L •� Q END -SECTION 12 -60 PIPE ALTERNATE END -SECTION 12 -60 PIPE sPECEtcAT,a+ �, HUB END ON OULET END -SECTIONS HUB END ON OULET END -SECTIONS STANDARD MEDIAN DROP INLETCL SPIGOT END ON INLET END -SECTION SPIGOT END ON INLET END -SECTION 12" TO 42" PIPE � 2�,� TEMPORARY SEDIMENT TRAP W � � °� 0 E (D 0 E 104,23 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 LEVEL SPREADER t0 ~ W Lt- X X LEVEL SPREADER Z WJ CONCRETE TO BE L XCONCRETE TO BE '��N4000 PS MINIMUM J O 4000 PS MINIMUM ORIGINAL E.r------= /r I ) �_ -_�_- __---'---- _ GROUND PLAN TELLY. - PLAN - CROSS SECTION _ 20' or 67 CU, YD,/ACRE NOT TO EXCEED N 1%S(GRADE OF PIPE SHARE TO ELEVATION •- C1 � �_ _-_ __DIAMETER --_ DIAMETER j%or MID PIPE. OR ! N JUTE, OR EXCELSIOR L " I - - I OF PIPE __.___--C _ -- ,__._B�_ OF PIPE � � I STAPI°F.0LENT cn D I PLACE VARMLE (MIN. 7•) Z ry • OR ST L : J k �.' i SHAPE( OUR I I BURIED fi MIN. DIVERSION • Lj .6 ., OF PPE I I 67 CU. YD./ACRE 6" MIN. CC:+''�'�• J LL.I i MAX. STEEL FABRIC REINFORCEMENT ._ �. _ _ _ _ _ _ .::.,:,, �,�}.e:r �!':'.":;Y::-�; ; :^L:�:-:-: Q -------_-._-__._..�_-- - - I I EXCAVATED , - - -BURIED (I" MIN.^ - - �':- ,.�YT`e=':::: ?..-.. .......... _ Z Q I I. E CLOTH ORIGINAL - CROV ND /^ _ (n I 'f'1i' - _L "•ra3i. - ' It 1 U, { ' �i}'tP^ �' 1, r I ELEV. _ Z 4 -._ LINE --- -- ---------PAY PAY LINE E I PAY LINE--- •• REVEL LIP OF /.i Ld -SEE PLATE 3.1 J- 1 COALSE AGGREGATE CRASS I RPRAP SPREADER - - - 2:1 OR LUL ..;: • '"' • - • •" 1 , • , • U �� .. "•.. .� . , -1Ii- FLATTER._..............,.:..:::::,,.::t'?',r?it•Ii;; f; .'.::... _�....::::`.:...::.::;'.:::':...............:::::.:::�.::::: ::::::.:::-:: :: :': :.:': SECTION X-X END VIEW SECTION X X END VIEW::::-::: ._......... ...... ::: P I . I 1 3 S i :::::.: .:::...:::: �'�'':-:•• �'.::.:'-.:::::::..:.... L1ZED:-:::::-:::::-:::::c:::: we 77 N M / '9 END S£C O Di ENS DNS ., SLOPE TO GRAN TO INVERT CROSS SECTION OF OUTLET fND SECUON DIAZENSION5 .. "••-•--••-•--- ' R'Pf p'AAI£7ER A B C 0 _ P/FPE AMA/!"TER A '- C D £ TH !' OF OUTLET PPE 1? , 2 0 . o J? � 2 a . t t LEVEL _..._.....::-:•:• �-.,:-•�:�:�:::•:::...-:...._.........,....._....,....._....,...._....... P L. o U " SECTION A A L SPREADER WITH VEGETATED LIP :.._:::'..:: :::::.:::::- qi � 75 B 7-J J-to B-7 1-B k if.'Hui 7 J B 9 ? 9 f 1 - 8 9 2 J J 0 6 f J-0 " . CLASS I RIPRAP N ...-.UN.(?ISIU Ul7tF,£T.::":.:. ':-:`; ji::: „_... ..._. _..._....., ;; ::. O 1 I s -JJ -1 - - ..". .._.......... 1 9 1 1 3 0 J B 7 9 -JJ...................._..._...•::::..._...... ? 1 J-2 B-t J-B �_ LENGTH IN FEET) ............ •�::.'.... .: -7 ?-s a-7 .-0 7. to J-7 7-B - �- METHOD OF TREATMENT IN DROP INLETS 6 J 0 IfU1GE AREA ........ _ _....._... 7 - - - - t 7 D 1 1 t 2 0 3 ? 6 I J B 27 0 I- -J J -1 7 - ? 0 B ! 6 1 IN AC. t i e I 7 7 ! - JO 0 6 7 i s- J B J 3 0 JO 7- 0 7 ! -1 � - 6 J 6 J 5 a 1TRANSITION N - - - _ _ - - _ BETWEE PPE .•.• -•.•,. - t DIAAETERS 63!-' _6?.<i: ::i ::::r U 9 JJ 1 1 1 ! 10 I? 1 J f I 7 7 3 N 5 6 JJ 1 t l? I t0 7? J 3 J I B I J/ 5 6 WHEN DEFERENT SIZES CF PIPES DNERSION _ ....::. .:..,;:•:: ?dc:•iiE::.':i:_?:;5...,.._ ._:.•::-_:-:::x:::e::::=•:r.::_:..:::::-::_.::::_:..::::..::::�::::: �MO .PAINTER JB 7 -J J -J T -70 J V B -7 J ! 6'-00. * JB t -J J -J ? -t0 J ♦ B - J J t 8 -0 RE ENCOUNTERED. DIKE CROSS SECTION ........:...........-..,.•._..... �......_.............................................._....._....._....._....,_....._.::':.: •.....:..... 6-a 42 t-9 5-J 1-1I B-1 6-6 AOP£70 DRNN , _ _ _ _ - � 8260 N8 ? 0 6 0 ? - T NV T OF �B 2 0 6 0 ? B 0 ER _ No. - •_.YIN.: 3 -J 7 -9 7 s B -? 7 ♦ 7 -B 3/ ? -J S -5 7 - J J B -V 7 -B \ OUTLET PIPE . �.-- �--..._....._...._................-.......;•.. S -0 J -J B -J 8,-0, BO ? -INS S -0 J -J F_-3 B -0 SNAPNG OF MANHOLE AND MET INVERTS N ACCORDANCE WITH \ \ - ' THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ VOOT j13,357, g5, #56 OR :::::: 'fix"... .......: Y. .::::•: .... '...-....._.................................. ....... _.... ,,. . •.. ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF 1 \ ` �. �� �57 COARSE AGGREGATE IN -VARIABLE (MIN. T) .:-.::' - �.. �O �•'1 �'V STRUCTURE. 1 ��"�� GALVANIZED WIRE MESH BASKET "�•-"'�"- '��• '� O� V� SHOULDER -----PAY LINE---- I t = � SECURE WIRE MESH TO TIMBER MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED � �-- � � � I ........... -.-_C--� NOTES • IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. • .� �- �- '. FILTER CLOTH ��.� - ORAL THE INVERT SHAPING N DETAILED HEREON IS TO CONSIST OF A PORTI.A/D CEMENT CONCRETE AIX CONFORMING TO CLASS A3 OR �- SECURE WIRE TO GROUND _ _ _ _ _ PIPE FLENGHTS SHOWN AN PLANS ARE CLASS CI, EX T THAT 25X OF COARSE AGGREGATE MAY BE I l� e :?:= T.... j � � �- �-- ��- wlrH WIRE STAPLES -- 1 ���L �._�� _ C. I.: I BR TO 4" N CONCRETE ER MD•CON9N OF STONE. ,THEN BRN:K. i::::' // -- � � � 5 RE TOTIMDER SURVEY: BASED ON END -SECTION DESIGN SHOWN ::/•::r;-• / T - ... ., ,..'.-. BROKEN CONCRETE OR BROKEN CONCRETE Blo(3(. THE S1IRFAGE ON THE LEFT. IF THE CONTRACTOR ELECTSSHALL \ TBE LEFT SMOOTH TE SMALL E HAND POSED. TROWELLING. NOTE I I .::.::•::.: t,.,, ` (�'COARSE/Aj ._.-.__.. .-CULVERT-- _-_. OF THE COARSE ACCREOATE SMALL REMAIN EXPOSED. '.. ..� �-��-. ��••-��-- - PL-PLC ------_----- TO USE THE ALTERNATE DESIGN SHOWN ON a ',.-PERSPECTIVE VIEW N/A THE RIGHT, LENGHTS WILL BE REDUCED BYP°�iRP�o oNYEAaNuAaNOLOF WE" SHAPING `E SHOWN oRoRNL°NEr a roBE °IStivaED GGREGATE .`_ j ►DIVIDUALY TO BEST FIT THE PRTTCULAR MET AID OUTLET • / _/ \-'°` 7' MIN. 3' DRAWN BY: THE DIFFERENCE IN DIMENSION "D". CONFIGURATION AND FLOW LINES. UNDISTURBED - JOB NO.: SLOPE DETAIL SEGTiON B-B EXCAVATED PLAN AREA � HUER CLOTH �•"'��� SOIL (LATTER TGP 0211001 SPECIFICATION METHOD OF TREATMENT IN MANHOLES NOTE: ALL TEMPORARY BERMS,, SWALES AND LEVEL SCALE: DATE: REFERENCE n n SPREADER DITCH MUST RECEIVE TEMPORARY 302 FLARED END -SECTION FOR 12 -60 CONCRETE PIPE CULVERTS N.6 SEEDING IMMEDIATELY AFTER INSTALLATION N/A 08/11/03 1 S-1 �` STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS +COARSE AGGREGATE SHALL BE VDOT 13, /357 OR /s LEVEL SPREADER WITH RIGID LIP SHEET: NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES-1 �2 VIRGINIA DEPRTMEM DF TRANSPORTATION OUTLET (PERSPECTIVE VIEW) / 11 108.08 r MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED W STD. & SPEC. 3J 9, RIPRAP FIRE LINE #1 PROFILE SCALES: (H) 1 " =50.0' (V) _ 1 5^0, 745 1 __�._.._-- _ _ ___..�__ 745 PROPOSED GRADE - EXISTING GRADE 735 .__-__-. _ _ _ ._.-- 735 730 725 PROP. _95_'-8" PVC, WATER MAIN 1- SDR_-21_____ �~ _ ___. _ 725 H J t- cr W Z Z D N a Ce <t Y .0 a Q w cO U I• N 4 10+00 11 +00 FIRE LINE #2 PROFILE SCALES: (H) 1" =50.0' 1_ = 5.0' _(V) 750 745 PRO740 POSED GRADE GRADE EXISTING GRADE---,,, 735 �- ��� ____ 735 � MIN OVER MIN. 730 277' 6" b SDR-21 _PROP. PVC, WATER LINE _ 725 (J CD N 00 10+00 11 +00 12+00 SANITARY SEWER LATERAL PLAN R NONDA USA@ CAR V ArtEA:v l,Iss.44 Sq. Ft. I STORY, NIM.--35._ max.. ; F'.F.=734.50 To M SANITARY SEWER LATERAL PROFILE SCALES: (H) 1" =50.0' () 1 ' --55.0 _ 745 _ - ��. � _ 745 740 740 EXISTING GRADE M PROPOSED GRADE _ _ a 735 RAISE X. MH I F.F.E.= 735 AS N 'DED 90 PROP. 113.63' 60 SANSEW. T. PVC SDR-35 ____ 0 1.042% SLOP 725 -- 725 W _ N N Uj Z •-1- ._ X BIZ _..__ _ N 06 r2_ co o 0 10+00 11 +00 form (typ.) trench 16" minimum �. machine excavation limit trench bottonh gate valve gate valve undisturbed earth stone bedding & boxes ,� & box g TFE_ WYE. OR Pi U TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with 'denotes hand excavation Fpolyethylene, and the concrete poured to completely surround "D" - 12" min, for 10" and smaller pipe tthe fitting and against undisturbed soil. The bearing dimensions "D" ® 18" min, for 12" thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A. 8, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS '6" minimum 1 Pipe Dio. Plugs, Wyes & Tees 11 /4* and 221 /2 Bends 45' and 90' Bends -- A B C A 8 C A B C 6" V-0" 0'-9- 1'-0" 9" -9" 0'--9" V-3 -9"1'-98 1'-3" 0'-9" 1'-3" 9" '-9" 0'-9" 1'-6. '-9" 2 -3 10" 1'-6" 0'-9" V-6"0 E '-9"1'-3" V-9 '-9"-8121 -91 -02 -6 " '-0 V-6" 2'-0 V-0 3'-0 14" 2 -0 1'-0" 3'-0 -0 V-6" 2'-6 1'-0 4'-0 i'-0" 3 -6 V-6" -0 2'-0 2'-9 1 -0 4 -6 V--6 i -3 2'-0 V-0 -3 4 -9 20" 2 -9 1'-6" 4 -0 1 -9 -6- 2 -0 -;7 '-6" 5 -0 11 1 f4" 1 MHU W UIZNUS goly, n rods over fittings and embedded in concrete thrust blocks. FITTING SIZE 12" & LESS ROD SIZE 6 NO. RODS 2 EMBEDMENT 30" 14" - 20" 8 2 36" Concrete Fitting I m f hr I k in VERTICAL BENDS stone beddin v? size 6" 8" 11-1 4 -1 4 - - - - - 1.1 1.3 2.3 10. - - 1,8 3.7 12" - 1.2 2.8 5.5 THRUST BLOCKS FOR VERTICAL 14" 0.5 1.7 3.9 7.6 UP BENDS SHALL BE THE SAME 16, 0.9 2.3 5.1 - AS FOR HORIZONTAL BENDS. 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 at property line (see note 2) skid pod ~'; \ /.1 roadway box- 2" CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all \.soddle with corporation stop water main boil valve curb stop with PJ (CTS) both ends [844-777 w/ SS inserts); with 2" gate valve operating nut NOTES: 1. Access door shall be by Halliday Products �_ or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H 1 R2424 2. Water service crossing street: o) Encased in 6" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gouge insulated copper wire (for line tracing) from Corp, stop to into the meter box [ wrap wire around corp. stop; wire to be toped to top of PET at 10 foot intervals: come up into meter box and terminate level with ongle boil vowel. 1 1/2" and 2" METER INSTALLATION Figure 6a CUTOUT DETAIL (typical) (for valves 12" and Note: this detail is also larger} used for butterfly valves GATE VALVE Figure 8 STANDARD PIPE BEDDING DETAIL SANITARY SEWER LATERAL N.T.S. III $„ O.D. $'r I l it i FINAL BACKFILL-�� I 1 t-1 d CAREFULLY COMPACTED SELECT BACFILL STONE AGGREGATE 7�v G z trencn �' • width ti> as Z req fired 6" dia. 40 O z YBHH77-i58HC-11-77 2" %i schedule steel pipe filled with 3' 'ff custom setter (meter by FCSA) concrete and pointed yellow < U Z Z cost in place standard flat 7 2 Q access door, top for 4' Y centered in top (see note 1) die."fer manhole y - ; s s. Q 18" dio V-6" Y _ Y (""' (11 J w V J 2' max. finished \ \, concrete37,Y J .cG i < !� - O _j U •irode ._ �, <'!<' � .r� � •,. encasement �G �% 1. ` w r Z r'�:�� i.i� _i Z Wob concrete thrust e block BOLLARD DETAIL < O £ • r •-_ 3' riser section for 4' diameter in( 48 l > U N V manhole with cutouts Lo co It direction of setting to be approved prior to instolloiion in LIJ / 1 ruin-- -I A ! Lj ' ^ V) X\..J as re uired concrete pod 1'-6" sq. x 6" deep W f- J W in ' U J Li solid support blocks under custom setter W 6" stone bedding 2" min. - 6" max. 05 C14-44 w/ SS inserts and MIP plastic plug FIRE HYDRANT ASSEMBLY Figure 9 {j cast iron cleanout cap with / brass plug must be from type the top of the screw type adjustable box VALCO, Inc Fig. No. 71 BOB with lid marked "SEWER' I bottom section - of box 1 SEWER SDR 35I gasketed bell wye (see note),c. sanitary sewer main •', ' ?" SDR 21 ■ V ■ J0 ■ O N O ��O Nr7 rna, N C Cn(n N t- t\ in N U) C 1 % to •� o r, Q° � W U yr Y. a Uj m N a) -C� -C N U p ~ W W ZN R O r� CL square concrete skid pod "�20"x (/) z 20"x 6" deep (Y F- W cast iron cleonout cop with brass having I W D z plug o countersunk square head Ponello Model PA4SV-CSK (1) -- z (4") mazz Oz U W FOR 21 - cleanout pipe +-brck base SDR 35 spigot by SDR 21 gasketed bell adopter SDR 35 gasketed bell 45' bend �6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17A ���ALTH OF `f�A U TIMOTHY G. PAINTER �P' No. 18260 ss10NAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "= 50.0' 08/ 11 /03 SHEET: 10/ AREA LIGHT DETAIL N.T.S. SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE 3/4"xt6" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REQ'D PER STND MANU. PROPOSED GRADE — 4-#6 REBAR-3" MIN, CLEAR I --CONCRETE (3000 PSI) #5 REBAR 0 8" CC EACH WAY 48"x48"x8" CONC. BASE 3' Min. NOTE: SEE ARCHITECTURAL PLANS -~-----r-� FOR SIZE, TYPE, AND LOCATION. CURB PAVEMENT DETAILS HEAVY PAVEMENT N.T.S. OUTDOOR STORAGE AREA, AISLE, & ROADWAY PARKING STALLS TYPICAL SECTION TYPICAL SECTION 1.5" SM-12.5AL BIT. CONC. 2" SM-12.5AL BIT. CONC. SURFACE TREATMENT SURFACE COURSE 3" BM-25,0 BIT. CONC. --- BASE COURSE 8„ 21-B —- 6" 21-B -'--«- STONE BASE _ STONE BASE I I —I I I —_I I I COMPACTED SUBGRADE COMPACTED SUBGRADEI- II,,III- NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE OUTDOOR STORAGE AREA (ADJACENT TO THE PROP. BUILDING), THE ACCESS ROADWAY, AND THE PARKING AISLES AS INDICATED ON THE PLANS. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND PARKING AISLES NOT MARKED FOR HEAVY PAVEMENT. CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) -� 6 II It III 1 0 CG-6R COMBINATION 6" CURB & GUTTER REVERSED N.T.S. —1 6" I- 1 1/8':1' — .4" A I�6 2'-0" ----� CONCRETE SIDEWALK DETAIL N.T.S. EXP. JNT• MATERIAL SEE PLANS Slope: 1 /4": 1-0" a a. a Q.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 000 ono0on00000000oog0pO0ooG C i CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. - 2x6 TOP RAIL 1 x 6 BOAR D, --=----- FRONT & BACK TOE NAIL EA. 1 %6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POST @ 8' O.C: ----- 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/ 3-1 Od NAILS (EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. 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. ENTRANCE PAD & DUMPSTER PAD DETAIL N.T.S. --AS SHOWN ON PLANS 6" STONE BEDDING —I L - 6" TYPE "A" CONIC. (3500 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) FIRE LANE SIGN N.T,S, 66" 30" M NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. NO PAWKING I 12" x 18" STD. FIRE LANE STD. U-CHANNEL POST PROP. GROUND HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUN HANDICAP PARKING DETAIL _ Q N.T.S. HANDICAP SIGN 3' Min. NOTES: 1• ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ' 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 2. HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY OWNER. HANDICAP SIGN DETAIL N.T.S. P® --12" x 18" STND. RESERVED RESERVED ,gyp PARKING PARKING STD. U-CHANNEL POST VAN ACCESSIBLE 54 .. PENALTY S100-500 t�g TOW -AWAY ZONE VAN HC ACCESSIBLE SIGN .- PROP. GROUND SIGN 30 cc-t2 STD. CG-2 2•-O" s o' *5 DOWELS, 8" STD. CG-2 �6' LONG AT 12" C-C PERMISSIBLE �CONSIRUCTION OR CC 6 12 : t 48: T MAX,_ SLOPE 12:i JOINT A -E-) 20 1 48: 1 MAX, MAXIMUM . _ .. PERMISSIBLE CONST. JOINT 0 7" WHERE STD. CG-3 CG-7 IS USED. e Hl e �" SECTION A -A SECTION B-B Y A t J TRUNCATED DOMES TANGENT PLAN --- 5 X `X N I 2� - AT )K 2" HIGHER THAN + I EDGE OF PAVEMENT CROSSWN.1: AT X SAME AS TYPICAL PLACEMENT TOP OF CURB AT INTERSECT'ON TYPE C (PARALLEL & PERPENDICULAR) DI^' WITH BUFFER STRIP APPLICATION THIS COMB' NED (PARALLEL L PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH YS" DIA, ADJOINING: EIVFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SAES WITH 60" X 60" MN. DIMENSION',. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED TRUNCATED DOME NOTES: SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. DETAIL 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A•4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 07HESURFACE R TYPES OF MATERIAL COVERING THE LWITHHTH OF THE TIt TRUNCATED OW DFLOOR B ECTA13ET 14 LENGTH IN THE WARNING MAY BE USED WIN HN OF THE APPROVAL OF THE ENGINEER. 2�j" C C �TRUNCATEDDOME� 2. THE DETECTABLE wARr•NG SHALL PROYIDEO BY TRUNCATED DOMES. TRUNCATE'b DOMES TO BE STAMPED F' CAST-N-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OFTHE I]ETECTA3LE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH TIE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES1. O O 0 O 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITMCALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. O 0 O 0 0 O 0 O O O O O 0 0 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES q': 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAND FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, 2%.. C-C - 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED I'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 6.CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 O 00 FOR CURB/CURB MIND CUTTER. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 TOEN USED IN BE ADJUSTED TO MATCH THE MOUNTABLE E CURB AND ANDARD CG-3 OR CONFIGURA ION, URB FACE N THIS STANDARD IS O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY A HIGHWAY FACILITY CROSSES A CURB REGARDLESS O O O O O O O O O O O 0 0 0 0 OF WHETHER SIDEWALK IS E)USTING, PROPOSED, VARIABLE DI BEHIND THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS 3' DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEO VEHICLE STOP LINES. STING LIGHT uNMUM. POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A PAY LIMITS CONTINUOUS UNOBSTRUCTED STABLE,FNRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS DETECTABLE WARNING OF A FACILITY THAT CAN Bt APPROACHED. ENTERED AND USED BY PERSONS WITH MOBILITY WARMENTS. DETAIL 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECT WITHIN THE LIMITS OF THE CROSSWALK. IONS PROVIDED THAT THE CURB OPENING IS PLACED 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REOUIREMENTS OF AN71CPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 3 OF 3 TO 7'. CG-12 DETECTABLE WARNING SURFACE SK"' REiLRENcEENCE REV.3/03 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 203.07 VRGINIA DEPARTMENT OF TRANSPORTATION 502 z Q 0 z Q 0 Z z —Y> UJ YYJ(1. J w< w }}--• O>NQ,C) V- Z � J Q0wLJ 0 z`�U;�U 0 Lo V =�0 000 of N W (n � W_ W uj W =' U�- CL ■ ■ 0 s O N W% :~' p :3 O 0) O) C: cf)N In � 1 Q) CN E 0 O C0 ° W J •� - a>��°' 't 0 o� Q)Ia m w co- CL EQ in - W t v 0 W ZN � 3: QM 0"p,Z,TH O `0 � TIMOU.260 INTM a kf(1��3SjONAL SURVEY: PL-PLC N/A DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: N/A 08/11/03 SHEET: 1 1 /1 1 ABBREVIATIONS GENERAL NOTES MILLER HONDA, VOLKSWAGEN, ISUZU, & SUZUKI, INC. USED CAR SALES & SERVICE FACILITY SITE IMPROVEMENTS PROJECT: MILLER HONDA, VOLKSWAGEN, OWNER & ISUZU, & SUZUKI, INC. DEVELOPER: MILLER HONDA, VOLKSWAGEN, 3985 VALLEY PIKE ISUZU, & SUZUKI, INC. SHAWNEE MAGISTERIAL 3985 VALLEY PIKE DISTRICT WINCHESTER, VIRGINIA 22602 COUNTY OF FREDERICK, VA (540) 869-5000 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK STREET, 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 SUITE 200 WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER Contact: ELLIOTT RITCHIE PARCEL INFORMATION: PROPERTY ID NO.: 75-A-1 1 C SITE AREA: 15.4509 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: USED CAR SALES & SERVICE FACILITY CURRENT USE: NEW and USED CAR SALES & SERVICE FACILITY ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 15.4509 Ac.=13.1333 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: MOTOR VEHICLE SALES: 1 SPACE PER 400 SO. FT. OF ENCLOSED FLOOR AREA 1 SPACE PER 3000 SO. FT. OF OUTDOOR DISPLAY AREA AUTOMOBILE SERVICE: 3 SPACES PER SERVICE BAY PARKING REQUIRED: ENCLOSED AREA: 11.485.44 SO. FT./400 SO. FT. = 28.7 SPACES DISPLAY AREA: 149,393.56 SO. FT./3000 SO. FT. = 49.8 SPACES SERVICE BAYS: 5 EA. BAYS X 3 SPACES PER BAY = 15.0 SPACES TOTAL: 94.0 SPACES A-ii HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) LOADING: RETAIL AND PERSONAL SERVICES (1) FOR THE FIRST 10,000 SO. FT. PLUS (1) FOR EACH ADDITIONAL 30,000 SO. FT. OF FLOOR AREA PROPOSED DEVELOPMENT: PROPOSED USED CAR SALES & SERVICE FACILITY FRONTAGE: 650.00 FT. PARKING PROVIDED: 499 EA. PARKING SPACES (INCLUDING OUTDOOR DISPLAY SPACES) (INCLUDES 4 EA. HDCP SPACES THAT INCLUDES `p , �Q"� W 2 EA. VAN ACCESSIBLE SPACES) [HDCP SPACES ARE BASED ON THE PARKING REQUIREMENT FOR THE ,gyp\ \� PROPOSED BUILDING AREA AND USE "F*] Y LOADING PROVIDED: (2) 12'x45' LOADING SPACES LOT COVERAGE: USED CAR FACILITY: BUILDINGS/STRUCTURES: 11.485.44 SO. FT. (0.2637 ACRES) PARKING/DRIVES: 216,514.68 SO. FT. (4.9705 ACRES) CONCRETE AREAS: 5,426.99 SO. FT. (0.1246 ACRES) DISPLAY AREAS: 4.935.56 SO. FT. (0,1133 ACRES) IMPERVIOUS AREA: 238.362.67 SO. FT. (5.4721 ACRES) EXISTING FACILITY: BUILDINGS/STRUCTURES: 19,151.60 SO. FT. (0.4397 ACRES) PARKING/DRIVES: 68.326.25 SO. FT. (1.5686 ACRES) CONCRETE AREAS: 4.039.33 SO. FT. (0.0927 ACRES) DISPLAY AREAS: 3.453.60 SQ. FT. [0,0793 ACRES) IMPERVIOUS AREA: 94,970.78 SO. FT, (2.1802 ACRES) TOTAL IMPERVIOUS AREA: 332,433.45 SO. FT. (7.6523 ACRES) F.A.R.: F.A.R.: 0.7034 Ac/15.4509 Ac = 0.0455 < 1.0 OPEN SPACE: 15.4509 Ac. - 7.6523 AC. = 7.7986 Ac. (339,707.02 SO. FT.) (50.5%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SO. FT. Of Impervious Area to 100,000 SO. FT. Plus 1 Tree Per 5000 SO. FT. Of Remaining Impervious Area 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 2000 SO. FT. Of Impervious Area: 100.000.00 SO. FT./2000 = 50.00 => 50 TREES (Required) (238,362.67-100,000.00 SO. FT.)/5000 = 27.67 => 28 TREES (Required) TOTAL => 78 TREES (Required) => 78 TREES (Provided) Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge)=> None Required (Display Area) None Provided 5% Interior Landscaping Islands: 216,514.68 Sq. Ft. X 5% => 10,826 Sq. Ft. (Required) Landscape Islands: => 11,704 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 499 Parking Spaces/10 => 50 TREES (Required) -> 50 TREES (Provided) BUFFER: NONE REQUIRED ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTING (SEE ARCHITECTURAL PLAN) AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS PHASE OF DEVELOPMENT OF THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. FRE�ERICK 000- TM#: 75-A-2E STATE FARM MUTUAL AUTOMOBILE INS. DB: 841, PG: 1341 ZONED: 82 USE: COMMERCIAL INDUSTRIAL "aSp % �° SITE 0���e IV, i p. WA TE TOWER et n oe e VICINITY MAP 1"=1000' TM#:75-ACRE VALLEY FARM CREDIT D6: 02-11011 I1 ZONED: 62i USE: COMMERCIAL & INDUSTRIAL TM#: 75((A))11C a MILLER AUTO SALES, INC. DB: 793, PG: 5" TM#: 75-A-2 y �' �`` I ZONED: 82 HORTON INVESTMENTS 1� USE: COMERCIAL & DB: 954, PG: 1069 `- INDUSTIAL ZONED: 82 ® AREA: 3.0155 acres USE: COMMERCIAL do INDUSTRIAL I }� Ar 45*Z839 iF 393. 74 ® Jir 4512839" )F 633.el ' TM ' 75((A))21 1 t RALPH S. GREGORY 1 FELLOWSHIPBIBLECHURCH DO: 954, PG: 1320 DB: 954, PG: 1320 t ZONED: B2 ' ZONED: 82 t t USE: COMERCIAL dt IICF.rnluM R _lal A , PROPERTY BOUNDARY LINE TABLE LINE BEARING DISTANCE BL1 S 54'44'23" E 50.00' BL2 N 58'43'37" E 29.00' BL3 IS 44'31'22" W 222.75' PROJECT OVERVIEW ,11 PROPERTY BOUNDARY CURVE TABLE CURVE RADIUS ARC LENGTH DEGREE OF CURVE DELTA ANGLE CHORD LENGTH CHORD BEARING BC1 370.00' 69.89' 22'55'06" 10*49'22" 69.79' N 60'09'04" W BC2 260.00' 155.60' 21'58' 19" 34' 17'21 " 153.29' S 48'25'04" E BC3 436.00 196.92' 347' 14'50" 25'52'40" 105.25' S 18020;03" E BC4 159.00 8.77 150'46 42 03-09 37 8.77 N 06 58 32 W 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. ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH DIIAMEET'ER� DW. IDS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E.. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB Hp HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE Piv POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET •00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). 7- Ti3 Op y0 A I.,! W G. JPAIMTER 9 No. 1 W60 A \,_/ �A� _ ONA� _ I LIST OF DRAWINGS: I SHT. 1 /1 1: COVER SHEET SHT. 2/11: CONSTRUCTION NOTES AND EROSION AND SEDIMENTATION CONTROL NARRATIVE SHT. 3/11: OVERALL SITE PLAN SHT. 4/11: SITE LAYOUT PLAN SHT. 5/11: SITE GRADING PLAN SHT. 6/11: SITE EROSION & SEDIMENTATION CONTROL PLAN SHT. 7/11: SITE LANDSCAPE PLAN SHT. 8/11: STORM SEWER PROFILES SHT. 9/11: STORM SEWER AND EROSION AND SEDIMENTATION CONTROL DETAILS SHT. 110/11: WATER LINE & SANITARY SEWER PROFILES SHT. 111/11: CONSTRUCTION DETAILS a, r ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL -- = PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 200 110 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: paintlew®earthlink.net CONSULTING AUGUST NO.: 0211001 SHEET: ENGINEERS AUGUST 11, 2003 Latest Revision Date: 10/14/03 V) GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. T H 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON E BEST AVAILABLE LABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY WAS PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. UTILITY COMPANIES: ADELPHIA CABLE ENTERTAINMENT (800) 835-4949 ALLEGHENY POWER (800) 255-3443 SHENANDOAH GAS COMPANY (540) 869-1111 VERIZON (Telephone) 954-6222 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11 (VALLEY PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF 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. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IN THE AREA AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NEEDED, SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL BE APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. FILL MATERIAL MAY BE OBTAINED FROM THE SITE OR FROM ADJACENT AREAS AS DIRECTED BY THE OWNER. ALL COMPACTION TESTS PERFORMED AND THE SUBSEQUENT REPORTS SHALL BE SUBMITTED TO COUNTY OF FREDERICK BUILDING DEPARTMENT. COMPACTION TESTING AND THE APPROPRIATE REPORTS SHALL BE PERFORMED FOR FILL PLACED UNDER ALL PUBLIC UTILITIES, AS WELL. THE COMPACTION TEST REPORTS SHALL BE SUBMITTED TO THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A). 5. THE EXCAVATION AND FILL PROCESS SHOULD BE PERFORMED IN SUCH A MANNER AS TO ACHIEVE A BALANCED SITE. IT IS THE INTENT OF THIS DESIGN TO HAVE A BALANCED SITE USING ALL MATERIALS INCLUDING EXCAVATED ROCK AND TOPSOIL. OVER -EXCAVATION MAY BE NEEDED DURING CONSTRUCTION IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING THE EXCAVATION PHASE OF THIS PROJECT. ALL TOPSOIL AND UNSUITABLE MATERIAL SHALL BE STOCKPILED IN AN AREA ON -SITE, AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE FOR LATER USE IN THE LAWN AND SLOPE AREAS WITH THE REMAINDER TO BE LEFT FOR FUTURE USE BY THE OWNER. IF ADDITIONAL FILL IS NEEDED, THEN ADDITIONAL GRADING ON -SITE WILL BE PERMITTED TO OBTAIN THE NECESSARY FILL MATERIAL. THE BORROW PIT SITE WILL BE DETERMINED BY THE OWNER, IF NEEDED. IT IS NOT ANTICIPATED THAT OFF -SITE BORROW MATERIAL WILL BE NEEDED FOR THE DEVELOPMENT OF THIS (PROJECT. THE CONSTRUCTION PROCESS SHALL ACCOUNT FOR THIS DURING GRADING PHASE OF THIS PROJECT. THE CONTRACTOR SHALL CONSULT WITH THE OWNER, THE PROJECT ENGINEER, AND THE PROJECT GEO-TECHNICAL ENGINEER TO ACCOMPLISH THESE OBJECTIVES. 6. THE EXCAVATION AND FILL PROCESS SHALL BE PERFORMED FOR THE ENTIRE SITE DURING THE INITIAL PHASE OF THIS DEVELOPMENT. ALL TOPSOIL MATERIAL SHALL BE STOCKPILED FOR LATER USE IN THE LAWNAND SLOPE AREAS. TEST PITS MAY BE PERFORMED BY THE CONTRACTOR TO DETERMINE THE SOIL TYPES AND THE EXTENT OF THE ROCK ON THE SITE WITH THE PROPER PERMISSION BY AND COORDINATION WITH THE OWNER. 7. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER AND OR THE UTILITY COMPANIES. IF APPLICABLE, BLASTING OPERATIONS SHALL BE PERFORMED AT A MINIMUM OF 50 FT. BEYOND THE END OF ANY TERMINAL UTILITY LINE. PRE -BLAST SURVEYS SHALL BE PERFORMED OF THE SURROUNDING STRUCTURES PRIOR TO COMMENCEMENT OF ANY DRILLING OR BLASTING OPERATIONS. 8. ALL SLOPES, LAWN AREAS, AND PLANTERS, AND BERMS SHALL BE FINISHED WITH A MINIMUM OF 6" OF TOPSOIL. ALL AREAS SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER. 9. ALL DISTURBED LAWN AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED, AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MAIN, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. A NEW 2" WATER SERVICE WILL NEED TO BE INSTALLED FOR THE PROPOSED USED CAR FACILITY THE WATER PIPING SHALL BE 2" DIAMETER CTS POLYETHYLENE TUBING AND INSTALLED AS SHOWN. 5. THE EXISTING 8" DIA. WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. INSTALLATION OF THE PROPOSED 6" FIRE LINES SHALL BE IN A MANNER SO AS TO LIMIT THE DISRUPTION IN SERVICE TO THE EXISTING FACILITY. COORDINATE ALL CONSTRUCTION WITH THE F.C.S.A. AND THE OWNER OR HIS REPRESENTATIVE. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME ,AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME SAND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. a) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH A CORPORATION STOP AND MAKING THE TAP. b) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. c) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 8. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: a) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP. b) THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MAKE THE LOCATION OF THE TAP; (4)MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING STORM SEWER SYSTEMS AND DRAINAGE CHANNELS ON THIS SITE. THE DEVELOPMENT OF THIS SITE WILL RESULT IN AN INCREASE IN THE RUNOFF FROM THIS SITE. THE VELOCITY OF THE RUNOFF WILL BE CONTROLLED AND DECREASED BY THE PROPOSED LEVEL SPREADER AND WETLANDS AREA PROPOSED FOR THIS SITE ADJACENT TO THE EXISTING POND AREA. THE EXISTING 48" CULVERT UNDER 1-81 IS MORE THAN ADEQUATE TO CONVEY THE PROPOSED STORM WATER GENERATED FROM THIS SITE. THE DAMPING SYSTEM OF THE PROPOSED VELOCITY DISSIPATER AND THE WETLANDS AREA WILL LESSEN THE EFFECTS OF THE STORM WATER RUNOFF AND SPREAD THE RUNOFF TO PRE -DEVELOPED CONDITIONS. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING STORM SEWER, DRAINAGE SWALES, AND PONDING AREAS ARE ADEQUATE TO CONVEY AND CONTROL THE STORM WATER RUNOFF. THE BUILDING ELEVATION HAS BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED DIRECTLY TO THE STORM SEWER SYSTEMS. AN OIL AND WATER SEPARATOR MUST BE INSTALLED IN THE WASH BAYS PRIOR TO DISCHARGE INTO THE STORM SEWER SYSTEMS. PAVING T AV NG AND CONCRETE: 1. THE PROPOSED MAIN DRIVE WIDENING, DRIVE AISLES, PARKING AREAS, AND DISPLAY AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP (B) BUSINESS (AUTOMOBILE SHOWROOM) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. THE SIGN SHALL COMPLY WITH USE GROUP (U) UTILITY, SECTION 312 OF B.O.C.A. AND N.F.P.A. 30 AND 58. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. Al 17.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 6. THE INTERIOR FLOOR DRAINAGE PIPE SYSTEM SHAL BE TRAPPED AND HAVE AN APPROVED GREASE/OIL SEPARATOR INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE. THE DISCHARGE THROUGH THE STORM WATER SYSTEM SHALL BE APPROVED BY THE VIRGINIA DEPT. OF HEALTH PRIOR TO PERMIT ISSUANCE FOR THE SYSTEM. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLAINTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2%2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. 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 a new Used Car Division building and service bay, related driveways and parking facilities, site grading, water main and water and sanitary sewer services, and related site landscaping. 2. Existing Conditions: The 15.4509 acre site is currently partially developed with a New Car Sales and Service facility with related parking and service utilities. The site has approximately 650 linear feet of road frontage along Volley Pike (U.S. Route 1 1) which provides access to the site and 646 linear feet of frontage along Interstate 81 on the easterly side of the site. The existing buildings and parking facilities are located in a low area of the site that gently slopes from the Route 11 right-of-way to middle of the parcel. The undeveloped portion of the site behind the existing facility slopes up to a ridge and then downward towards the Interstate 81 right-of-way. The northerly portion of the site along Route 11 is proposed for the new development and generally follows this same topographical pattern. This condition will necessitate the filling of the site in front of the proposed building and cutting the site towards the rear of the building. The drainage for the proposed development will be collected in a proposed storm sewer system where it will discharge at the rear of the site. The proposed discharge area will be relatively flat and has been designed as a wetlands area. The storm water runoff will discharge directly into a level spreader to dissipate the velocity and then spread across the wetlands area, eventually discharging into a 48" storm culvert under Interstate 81. An existing pond exists at the rear of the site adjacent to this proposed wetlands area. This pond is to be preserved and be maintained undisturbed during the construction process. 3. Adjacent Areas: The site is bounded on the north by a large tract that is currently undeveloped. This area is generally open with sparse trees and vegetation and is being used for agricultural purposes (livestock). The property is zoned for commercial development. The southerly property is currently undeveloped, as well, and is a completely open field. This property is currently zoned for commercial development and is not being used. The eastern side is bounded by the Interstate 81 highway with sparse business uses on the eastern side of the interstate that access an existing frontage road that parallels the Interstate. The western property line is bounded by Valley Pike (U.S. Route 1 1) with commercial uses on the western side of Route 11. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing Church and School facilities. 6C: Carbo-Ooklet silt loom: Very Rocky, (2%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 35%) 8C: Chilhowie silty cloy loom: (7%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 25%) 3213: Ooklet silt loam: (2%-7% slopes). Hydrologic soil group C, Class II Soils. (Approx. 40%) 5. Critical Areas: The existing pond and drainage area at the rear of the site. �v- 6. 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 and the existing edge of pavement of Valley Pike (U.S. Route 11). 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 mulchingi 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. e. All prooperties adjacent to the site shall be protected from sediment deposition. This shaill be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, silt traps, 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 vegetative and tree protection controls around the existing vegetation along the main roadway accessing the site. b. Construction of the construction entrance. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. d. Installation of the proposed diversion dikes to convey and runoff to the sediment trap. e. Installlation of the sediment trap. PHASE II;: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed. b. Rough grading of site. c. Building construction. 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 land gutter installation. g. Final Grading of site. h. Stabiliizotion of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. I. Remove erosion and sediment controls, as approved by the inspector. 8. Mointenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must 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 trap 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 gross is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. FROM WASH BAY VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST DITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, HE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR VARIOUS COUNTY AGENCIES UTILITY COMPANIES AND VDOt PRIOR TO INITIATION OF WaRK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. (ONE REQUIRED) INSTALL RISERS FOR MAN -WAYS, 7 AS REQUIRED. (Typ.) FIN. GRADE = 739.0 INV. IN = 735.8� PLAN TO SEWER i" DIA. SCH 40 PVC (TYP) & COVERS OPTIONAL H-20 LOAD RATED TOP (N/A) -J-u-�,- OPEN TEE 2" 00 18" OPEN TEE I ° 8"x24" FLOW PORT N 1 -4" BAFFLE 8 „ WALL III -I 11-1 11-11 � I -IiII-Ilr�_ a �=1� INV. OUT = 735.5 1000 GALLON PRECAST CONCRETE CHAMBER BY CLEARFLOW CO., or equal. ° ° °. ° ° ° 4 ° ° ° 0°n° 6" #57 STONE BASE 00°0 0Va 0 a°0°0°0°000°0° ^'�nU00°OOU00°°00 OUOOOQ°oC I I -I (f-11 i COMPACTED SUBGRADE SECTION -i i 1=111 I - OIL 8c WATER SEPARATOR TANK DETAIL N.T.S. ZZO �j PZ CD CL Cn O c ; LU Z C) >� 41 ca <L Elm Z O � ~ W Q W > O Z� Z UJ Z Q O ID w Z V Q J D �O Z Z O O OU (n O Z Q O Z QUA ZZ W(X Y> J O N J Q }} >�JZ Q (n W Q O Z QU>U 02 .V LU 0 N W (n (3) W M (n IO Li O LA_ 0Y 0- ■ J0 • 0 N w (0 N rn r" rn r� c ,c _ N U) U) C .� u7 •- o W J0 - 0, i -0 LC) _ 3 1 -0 i . m L a C� C .N d - W r t T FT V �w 0 Z cn3 R N 0 a Z Z V) 21221 JW LLJ Z0 Z Ow 1,TH OF "N f U 111nm C /GiINTM a .10'�Po1�b>t� ,,,61 40 � G��`vw " s1 ONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: TOP JOB NO. 0211001 SCALE: DATE: N/A 08/11/03 SHEET: w BELL MHO ` \" 1 �`'� fX 7REELIN£ TBP ®PROP. DI-78, Type III Grote PROP. MH-1 TOPm730.50 ® TOPm734.10 JDPROP. DI-38, L®8• 23"x14" INV. OUT@728.00 TOP=729.40 -- _a 139.67' /� ^- / '�- '� .,_./t. _� /� / 23"x14" INV. IN®626.70 �i ._,J� �.J .- .. 30"x INV. IN®724 70 r_./.. - ._': £TREE!/NE TBP �. EX. FED f VDOT MON 1 "^ ` r'_.'^" .^`' / / - f' / . _. £X. TRE£ClN£ 78P �' Y� 1J�' 30'x19" OUT-726.30 ^ _ n.V g" h. ,. _ r �. 5' PARK/NC SE7&1CK _ FENCE __._.- �- _ _ _.-___ -- - - _-._..- 5' PARKING SET84CK WN 00 w cc co N N N N N N PROP. 213,93'-18"0 RCP. N In M M M M MI M 00 LAWN I I LAWN 1 I I I I I CL. Ill ® 0.75% Slope Oil IIW n a t - , - o � NDC 4.5'R G- 1 i 9.00 TYP. II GW ` 28 5'R 0.55' OUT DISPLAY PARKING AREA CC-6 � 1 1 R L5 APRON 1 G� 31.00 N a 31.00' 31_0 - II oo ASPHALT 2' NDC / OUTDOOR - 4.5'RP-]=-TT- $ TY 46DI 14.5'$ II 59.04' 1.50, G-6 '-TPAN RANSI-011N_ All LE _ 22.00- 104 $ AISLE AISLE .. -` _ LO --Eli ~ ' I a a z o =o II Ou00� O _ OUTCROPK § ad =o o I- 20.00' di m <WrW I - - $ - . - �; _ __._. i 5.50 - 4.5'R 281 •� W."0 � a2 I - To--PAi7-- PP N 18.00, o_a0w - 1 11 40.64' 'O 1.50 33.5� - 31.00' - 4.5'R 4.S'R 4,5• 350,50 (TYP.) - XII " C5 5.59' 10' GUTTER PA 7, �,4 TRANSITIONV.00 N a co$ 0 a I 11� dll (+ 5 R rA r _ R �-1 20 R ro z A {j ASPHALT 306 54 "0P. 50' o OUTDOOR DIISPLAAY � R R D BON20ARE x C ao ri p'U 30' �i O 4- $ �� O o z 1� �ONDU" OR OP C. SAWCUt SRANSmON• 4.5'R c PROP. 294.62-2 x141 RC P, 4.5'R CL. III ® 0.44% Slope ,C4 9.12' GUTTER $ c. 1 7 L3 J HEAVY PAVEMENT $�10' GUT�PAN PARKING AREA 1.17' .00' TRANSITION f 4.5'R 4.5' - 1 - 'R CG-6 T ANS ION N W . :•, CG-6 •00 $ $ g DRIVE OR N1R�IVC LAWN 18: g 5• AISLE LAWN "GONG' o I v APRON-1.1. g 1.5 ✓� 1 .50' a 4.5'R 11.s0' LAWN': 36,00' LAWN 7.47' ` LpWIyY - 0 139,67' 31.00' at O Y g Q�M o 0'M1kt�^ ESRNCLOUEAN HEAVY N - > o ova ^ PAVEMENT 1�$ a ,® mmOoo �- aa�,_ O . ;, , M-O ® Li• ^ 0,.� � PADS• O \\ N 4 n eY �O a n IO �vtZ W 11 pN g o� cgs .. a W U� STORAGE o DONT nz 2R.00' o W �G$i�� _� �71 ®2 ® zvOi AREA - AISLE O N atn®m i-O r 0.0( 0 C.O. PROP. DI-1 M 7O' 2' VOIPm733.75- � 2. 15" INV. IN-731.459 .c T LA TR4NSI7 10' GUTTER P g 4.., WN ..WAI K 6 ; $ 24 4.5'R 4.5' y i Ot%ji -- n v gLAWN ^h TRANSITION I ® 6.50' 16s0' aI 15.50' a Qy- LAWN i ` -_- eo 6 N 1 a M 36,00' -' n n N HC RAMP Q20• 0. pMoo p S °d 'n $IGN LA Qv (M InaO o rn0� OP. 2" C ah o a p C P. STOP y4CK. i N h � oo . . naONef1 E $I ,�G� $;^ Ot MAIN. 11 OP. PVC. DRY h 4.5 ®1Ti O �h /6� Q�O� o AISLE A 'R I go 7S % �/.1? 5.50' 4.5'R 3.7% 07 TS, /A1 /H�) TQ+POp S.Og h 33� 4. Ol?o 1Sp� )3p/�3e 807'R 3 �v O8? M p0o <ae. 15'R 3~� rb I_ 0O a 5µ00T 4 3 i Ca RA/S Mr♦ "-6R & ''�B? /HC ta'T ,�� 4.5'R CL v, PAN EOP g« TOp 1 p • qt o �� 41.71 ' r O 10 GUTTER `0 TD C Rf g c �a �H PAVEMEH '�' W TRANSITION5.0� TR4grfRVpqv R 10'�� 0./ ..-.�"_.`'- -�-�L 8 --.`` 539'R ,� RAN N EX, CUR vw ® EX. CURB _ ELEC BOX oL NOTE: i!Y' TR E EX. C PLACEMENT OF I t �- o P/ EX. VALVE B RAISESIGNS/CN CG 12 CURB --•[- -. CONC. Sl BASE E NEEDED RAMP SHALL AS NE BBE Y THE �7ILITY BOX / 1 / CONC FLUME 9 STM GRATE E 0 ' 1�i /' TOP=73.4 ` I INSPECTOR/' ENGINEER. 8" TREE EX N2 �• INV OUT=�49 ` p ao\ e APRX. LOG, " OF OUTDOOR pp DISPLAY AREA v® .W o 00 I O'R 0 PR. DUMPSTER OUTDOOR DISPLAY AND ENCLOSURE PARKING AREA M 44 I Illilli__(__liil l l loll �d OUTDOOR DISPLAY 4' z PARKING AREA N V) ctE11 I II II� II I� II I II I 0 OP. F.H.p2uj ! OUTDOOR DISPLAY $ PARKING AREA z N 3 OUTDOOR DISPLAY (A PARKING 4 PARKING AREA N q ' k42 O Zd a OUTDOOR DISPLAY $ ! OUTmI .17 z PARKING AREA H a o z WF WE �0�� I ! 4 0, OUTDOOR DISPLAY $ PARKING AREA N 2•58' 10' GUTTER PAN TRANSITION �' 3 � 5 Rf � TYP � I \ h� \ W to TREE 2 -/ 24.0 24.0' II \ t rRE \ \ 70 rRfE II ( EX. CANOPY FH 1 N 4 8" rRLE' • 10 r'' 18'R so MH 1^ 7OP-733.71 10 TREE D .0 ' 6 18'R INV /N=727.76 II f INV OUT-727,62 yEl 8' TREE ,.o' DL -,. 1 BELL MH I �� �R 20' Ll OW �' 10 GUTTER PAN s4•t µEAR PA`M �" •�..--' TRANSITION 107.81' .4 �►� NV OL/T=728.22 TOP.'17! Use) ( 1 FU11 iI11G �I 23 EX. BUPJ18�3 ..Lery Irv-728.08 I INV• OUT-728.05 "_ A (34.6 0 II _ _ I (VEER► EX CURBS 9D N FIELD) i� 71,6' a, 18 TREE ' PP I SIM GRATE t22.4 TOP 2 by ( INV /N=729.9.39 OF OUTDOOR LO , DW INV OUT=729.31 -">> DISPLAY AREA AIR COMPRESSOR SHED 15"_- Ilm _ T FU URE AISLE (8) 2" White Pines - j I CONNECTION 8" White Rine (3) 6" White Pines - II Lo F b"" White Prne'� 8' White Pine-,6" While Pin- - PPARKlNC-Sf- B K _ IIw 46W 90 F MO.M I I� 1 ; t I , Ii1 I DPP I 1 I 1 1 I 1 1 1 1 I LAWN RELOCATE PP AS NEEDED 61.61'-30"x19"O RCEP, III ® 0.49% Slope NX N 1 N N ^ ADO n z O n� r� _rn 1 S xrn_ G 6R �� TG GAi4,�F 4i ^� Cr�n,Rtiy�rQ`�'r FUTURE PHASE 3 OUTDOOR DISPLAY f PARKING AREA I I I I I iLli I� ® 5' PARKING SfiWCK- NOTE: THIS SITE PLAN DOES NOT APPROVE THE CONSTRUCTION OF THE FUTURE PHASE 3 DISPLAY AREA. A SEPARATE SITE PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION OF PHASE 3. i V I I ; I' SED N a LAptp PRESEFiYATtOO'^ EASEMENT N I N TO STORM WATER MANAGEMENT SYSTEM I W � I N \ � 48 R��=717.83 N t- I � Wow I I N W / a� lSTORM WATER I MANAGEMENT POND INVm724� y I I r-� may, �✓.. t 4 /f FUTURE PHASE 3 ` I I OUTDOOR DISPLAY PARKING AREA t t I I t 40 0 40 1120 JCale I = L+U TT t I I 1 t I Z Q Z Z L``L'I Y - U) LLI Q Lr<.IQQ Z°�QV>U O „UceLOY aLj00 VJ � W �Ljj w =, 0 LL- QL ■ J0 • O CV ■! �? O 7 (D (n 04 In Cn N C c CV . (V r In C C4 04 a•'' can •° CO cD a°i JU,=�,n N C m a� s E a a - W L t 7 U N U 0 ° ~ W p E Co .S W R (V O to CL Z JW W c) OZ ALTH OF f Q TIM . PAINTER a No 18260 4 0 /0101/o3G��w� SSIONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "=40.0' 09/10/03 SHEET: 3/1 1 to BELL MHo ®PROP. DI-76, Type III Grate PROP. MH-1 PROP. DI-3B, L-8' EX. TREELINE TBP TOP=730.50 ® TOP=734.10 = r y �\` v 23"x14" INV. OUT-728.00 TOP 729.40 n. _ 23%14" INV. IN 726.70 -_,', , �, , EX. FEN VDOT MON V �. ._ 4 . '� T JN IN=�2$.6 --'--30�x1 " I+K1�4 OLJf'-`727 '` EX. TREELINE TBP EX. TREELINE TBP �"ti ti Y cE - - - S �6�199� E 1+f' 9.d�9 30 x19"'IRV. OUT=726.30 _ _ _ N 5' PARKING SETBACK 1� 5 PARKING SETBACK E 00 00 00 00 00 OD 0 vi N (V N N N fV PROP. 213.93'-18"0 RCP, 00 LAWN LAWN CL. III O 0.75% SloN z a e ® Z O ri U 1 5.0 ' 8CG-2 23 .00' 0 20.00' 2 7.00 PP RELOCATE PPUi O CL k a PP o PP �� _ INw P<- L a,• - AS NEEDED v1 � o� cv 444a CG 6 Z U +, 4.5'R 1 LLJ 9.00' `V" __ +2 I N �� 4.5'R PROP. 61.61'-30"x19 O RCEP, O U I 2' NDC G- TYP. 4.5'R 4.5'R NP CL. III O 0.49y Slope N Z C) rG ` OUTDOOR DISPLAY PARKING AREA CG-6 0 4,5'R 00 PROP.. 2.94..62'.-2. "x.14 RC P, � . 4.5 R 1 J I N GWI 28.5'R 0.55' CONC. ao c� CL. III @ 0.447 .Slope. 9.12' OUTDOOR DISPLAY 1.50' 0 L5 APRON GUTTER u•) MP•). W PR. DU'MPSTER PARKING AREA 4, 30'R � Q, 31.00' N a 31.00' 31.00' I -NE o 0 0 � 0GUTTER PAN L3 AND ENCLOSURE o CG-6R - -6R HEAVY PAVEMENT "? TRANSITION "� CG-6 C pSPKALT 2' NDC PARKING AREA 1. t 7' 00' . i0OOR 0 4.5 4.5 0 4.5 4.5'R. 0 _ G-6R 0 I` o OpISP�`Y 4.5'R TYP. g TYP. (TYP. 1 'UTTER PAN 4 5' 'R CG-6R i0'R c14 v O A g9 04 - - T ANSI ION 'CnNC, . ,:. t .50' G 6 CG-6 CG=6R oo r ,� 3 DRIVE o'R NR;4NC 8 oo N ^ i w 1 q 0 5 g g I^ AISLE LAWN UUNU LAwN M 18.00' o►o Nv 44 II� TRANS N z. 4 APRON i� o I z a M o p i 1.5 N WALK WALK: .: 1 .50' 4.5'R a o I 'n > > i .o 30.00' I 20.00 w flROP. N N ... 19 00' ice.. ' z z 0 o. Oa 2 00 (TYP-) Q 11.50' LAWN CONC 36.00' LAWN 7.47' LAWN:.. -_ 1 4.5'R �z a w� �a a II °!T ,5, u� o x x + F 5' ,.. . _2a.00' $ _ 8Z 139.67 ' N 31.00 . _ W E .r � z < � o o -1 +. K) p o z o S`aoe�0� �O r� I� AI LE O_ 6'. FENCE c� a GO = V Z M o` L-z ENCLOSURE �h �Z< OUTDOOR DISPLAY 00, � co 232.00' Y u z v d<- �tt'f o r- W z �o� b0 o n V) I * _ 22.00' 22.00' w � a� W L. H 1 w823g O z PARKING AREA cx - o r 0 N M _a o o_ HEAVY 5oY o c4 a CG 6R I h AISLE AISLE >' Q �L u) = W - .. to +-� PAVEMENT ® fig - X Li v II I i 14 s V m 1- o 0 om� N- LA U NCO' a� Lnm 'O (D S� OM < > IA a QF >� oo N o °p I '= M z m W CONC. °�r�. vi c� o_ W o Q v Ki No_ ih� o� C {Y C] 1� v)"m PAD . U i.�. ^ 3 :,, o LE �I 19 g o 16 _ �_ 15 c i. o �a�n _ II t"5 ❑ o o ❑ °d ❑ c� I Z W W .I' W II o o �n o o �1 00' "� TO STORM WATER �z w MW Z O ♦� �_ ' �zO•�n 44 9 N ��1K- L+. ao TYP. ,'� MANAGEMENT SYSTEM F- �� ozg,� mo z °°� �gv> _ a •1� ASTPHALT �^ 'i 1 a Y oz w OU DOOR _ v. 1 o a o �c Ln a o o o� 03" DC O p� LUW STQRAGE .n ^ I 19 00 '�.- 04 om o -16 ra mw mW e N O zo. oa, I 2 .00 o,< L m z - o _ __ __,--2 .00' Q-0 0-0 � WW � H � � Wo AREA _ E000ao. 0.00' ISLE 0.00' o X. ROCK p Y _o AISLE J �G y o O w 9.0 ( }' Z TYp, o OUTCROP oo a 48.00' N < • vWi� ioz. � . I I Q I� - 0 20.00' }~ • PROP. DI- t_ o �a 72.00' o TYP. ��tm 2' g 0 C.O. TOP=733.75 a �� PROP. F.H.#2 b W aW W J . Assy• 12.0�15 INV. IN-731.45 M ti0 OUTDOOR DISPLAY o N W CG 91.67'mmmomw �. c� cx- G-6R ___ __.__3GUTT o LAWN 6 W _ + \� �, Q W o t 5.50' �= c� o � . 15.50 1 GUTTE P N PARKING AREA \\ v, _ 0 �o N.8. v TRANSIT N 0 4' C C.: WALK S 4 \ I 4.5'R 281 0 0.= J 00 3 z `4 10' GUTTER PA 4.5'R 4.5' _ ❑ '�.", I ' oma W oc},r U LAWN ^� TRANSITION I � 6.50' u)� 16.50' 9.00' 82 I _ AN o_Oo m - m �n g C.0 ao 0 ❑ Zd PP 18.50' 33.5 31.00 0 `t 15.50' a Assy. LAWN 36.00' 11 J N� I TYP 44 - '� r� II 4.5'R Q" 20.00' m II ~ a O.OQ' O z w 2 R 4.5' N C RCAMPGN ,n LAW �G Q (TYP.) j z o o TYP. 19 00' a FJ- no I� TYP. _ '0 H o o y r�i z a -�� ( ) 15R 8- .CO TYP� . vJi n h G' Sa an?zz Y $ a' i '�? ,Pa w cn C,° r ROP �� rn� - m �II - �w, C5 2 % o a ok a az W v rz Io' 4.5R spa+- C RP. STOP k �, N main` o 8 mo ,�,, o , o a zY'�� �, a 5.59' 3 02 0' J hcv o� O' _� Q w /�� o U ^ a��'r Wf.. > �< I I n 10' GUTTER PAN 0 >> '� m 4'Id PVC (b / o o - U o. 5 a OUTDOOR DISPLAY o � z �I O 9 9.0� o m ,✓ h' <° ® �? { 2 0 . -' 0.00' �z o -' o TRANSITION .�� �• Np.) �'C �.� OP, g, _ MDUIT cQ m \ 5'R p ER ,Q Q 24.00' •) � z PARKING AREA N a g g0 00' 20'R 0 a � M MN.P.VC, DR.- o p a _l^ °$ - �__ ..¢ m o •9 �- Z Q R 'P z 3 ;� ,�4j Q AISLE o W w r= G o Q �. g0.99' .oZ- rn zo A P 4.5 R �6� 2 v I z j z c� N� W 0 Z �s> , o 0 12 m -� °° �6 ^�, . w , h . l ROp. ° $?' G 5.50, c0 b^ n u o a w W Q (3 Q .? �Od N U a GG 5 R N 15. 0l� 1 15'R 4.5'R - Oi0 0 ~ o� a o_ �w v O w LA Z Z ASPHALT �� 306.54 p, o a %` 1� J. , is •. /H/k(� �� AR �, 42 cv.. n a Q W O•'ROP. 50' �.. `7. TOpQp 0i cx ? o , I - - - - `R Z � Y OUTDOOR o dt"O PVC20'R v x 5.0g " in J �• a• OL/T 31 p 1 j w; _ g (� J g DIASPLAY 7oP 30, -o AWN `L^OND Q w�' Q ry t / �)30 e? S .13;)� B L\ 607 R 15 R ��Q• € 1 9. Cr M J Y o M AREA .0 R o. 4'R Q i OU 8.W x z �,, CURB 4"m DU T o, 28 G`. 1 c� � J_ Ta j? m1n V /IVl O m J V r 0 0 I p(. (T8R CON FOR ✓ _ -- O �iFq . 9 20 +m Q "' > N Q W Z w o: a v` I pAVEM m SPWCUT EX E�PION . !- W !t7( CURB { 1e>)Y J / �'Y p. �`° Gi0 coo o TH 1RAN EX. �' C w�78 Pq At,FME ,�^ G' S'R 15.50' 1 .50' 4.5'R SAN MH 0.1 w ( W J 3 LN ' �5'1101� SMOO 423R om` Y O z7-C$ Pals AN MN 6R Og2 k/H0, �T ry �1 c z W TOP-732.9 Q W Ot t��' o X. EOP " T o I Q OUTDOOR DISPLAY $ -' z INV OUT=7 .17 / Q Q V a 41.71 - .� RK \N + 0 10' GUnER PAN END OF 6 OP TO R Q' o _ 0 w N P�� pP "' W TRANSITION WL ,� N 728 0 TPrf �O z PARKING AREA N a a Z (, v~i o �`' R) KENO SN 1CV�R B EX 4, EX. EO 5 NSITION q 1 , t' W i_ 5.R �o N / �Q (P X. 15'R w� mo h / a 3 cv �,� �_ _ CUR9 1HEHp\SEES r ! $ `` 5 o 0 PA. 6 mw j z �n 4.5'R `� / (n Y Q, , - r, C� ZRPVE� RAN ION - - cV o 8 �Q X- ---K� C °• `��".,� C C 20'R �n 0p w 4.4 _ Q W V _ z_ °° SIGN 41, � � E,1- % `1 C�6 B w o ~ .00 O b ►- I 10' UTTE 2% � N LLl I- I< L$ !yv° WV �" SIG o iFpc zz. .00 I P. c� PA TRAN P ®% VI M W TREE WM ° `� •00, 4, a $� - Q / W �-- E S- ` 3 �,o T 18.00' tj J (n I EX'� WL E / CURB ELEC BOX o C,\ �\ OoQ� ,,, 153.0 ' v LP 0 EE ° EX. CL 0' W NOTE: E,Y C �\ 6 O U 4.59' / / PROPOSED CENTERL/NE L/NE TABLE W -� PLACEMENT OF 'LP LOCATE & RAISE SIN 10 �\ �� c0 CG-12 CURB -GONG. SIG BASE 8" TREE EX. VALVED VE BOXES SBEE,L4M ?O, ���`�- I> oRAMP SHALL AS NEE 0 4.5'R 4.5'�P S/, S OUTDOOR DIPLAYBE FINALIZED TIL/TY BOX CONC FLU �be � C M GRATE .3g%Q NOTE: PARKING AREA S N BY THE VDOT . v TOP=732p.49 NO VEHICLES OF ANY C4 a t.a ' I 3 INV 1N=730.54 \ 8 E KI SHALL .PARK IN 2.58' 10' GUTTER PAN 3 / II INSPECTOR/ I I _1 g" TREE A� INV OUT=730.49 THE HICULPA ro TRANSITION L .1'R ENGINEER. Is EX. WL } �` ` C 6 TRAVEL ISLES. V 4.5'R 9 . APRX. LOC, \� OF OUTDOOR 7 ❑ '° s 10 ' REE' O ti �` 10'R o o I PP DISPLAY AREA i�°� " �\\ ey 6 �, \ � � 10'R h I 6.177 10' TREE �� ,�, 6+ W d I d JO O ■ N OM O N M ■� (0 9, 0) c I I AI1 I 4 ' �k � Wo .10' G ER PA N �r SITION 04 u7co3 tn 4.5�c 1- W LAWN ND HEAVY II Z t ,� r l ?O. P VEMENT «� 0 cD 0 �11 � 0 '- I \ 0 THE S k c q 0 �24. 24.0' ` h 50 R - U a r 0 TREE ` \ �7. W -Y '� r 3 { 1 I EX. C���/ FH \ _ LO I o 5 II N � p I \ O � -1�i J ; " 8 " TREE I 0 \\ ^�• -- 18'R o' �„ 1 v o a� c 1 I C aeT O SAIV MH ° \ 1-- ` CG'� '`� �►o" 1- +% o . - a r `L' m r I 1 T-7 II TOP= 733.71 D `� / s RRR r C1 " TREE .0 ' / 18 R � oo a� o- ' cn - I Y INV /N=727.76 \ �L W j v T o 0 {{{ k INV OUT= 727.62 I L s.s8' EX.. GRAVEL .� 76 I� � o c U` w 111 8„ TREE �! - 3 10* I MENT �6 Z 2 .04 III o BELL MH IN EX, 0 m W , 10' GUTTER PAN Npq I�CCURB 4TRANSITION Q a■ wL I� 8 TEE iea.a' 386lv g� EX. 0 U1 �I .81 'STM MH �C ®0 4? WATER 30 Z lk 107 TOP= 734.50 ko % ER� S WER ESMT, II F' W �` N I / -7 895 h__14. PROP _� _j W I 1 /N=8 77 I TOP- DI _ 1 (DO� INV OUT=728.22 734 00 9hOuse) Z 23. ' EX. BUILDING �� is» INV.IN=728.08 s II z f�11LLER HONDA INV. OUT_ 7 o o z I III ` 8" TR (FF=734.64) _ A 28 p5 \ 0 90 U W ^ I o TIE �� 30 0 3 Wr tan N • I ti (vER►F 1, EX, CURBS S4N MH \ N FIELD) 3726 l IN01 � <" �" TH 0,P 1 71 6' I I INV OUT=725.99 + W >> - LPL P � s moo- Scale 1 - 30 ft �� .�, , - '�,p ^�I1 8 TREE Y ��Fs STM GRATE NM, ° > II v PLANTER a "1I� Gp 122.a TOP=733.37 - --I A °wV N0. 8260 INV IN=729.39 ' INV OUT=729.31 PROPOSED CENTERL/NE CURVE TABLE �' k r �N ' OFROUTDOOR OW U ` II ' I j AIR COMPRESSOR SHED "RCP AAA � ` DISPLAY AREA 1 ►q lI � 1 1 v I (8) 2'" While Pines I r 6" While Pine- (3) 6" White Pines I 6" White Pine 6" White Pine-, 6" White Pine �. CURVE I R4D/US I ARC LENGTH D£GRE£ OF CURVE DEL TA ANGLE TANGENT CHORD LENGTH CHORD BEARING C 1 1250. 00' .388. 16' 22155 06 " 88'57:33" 245.50' 350. XT ' S 80'06 41 " W C2 15.00' 23.56' 215879 " 90'00 W" 15. 00' 21.21 ' S 09 22'06 " E C3 16.50' 25. 92' J4714 50 " 90*00 W, 16.50' 23 J_T' N 80 3754 " £ C4 .38.00' 70.19' 150'46 42 " 150'49 48 " 50.27' 60.67' N 1717 00 " W C5 J38.54' IXT 12' 16'5529" 22'31 46 67.4J' 1,32.26' S .5856'01 " E C6 592, 00, 421. 78' 09'40 42 " 40'49'18 " 220.29' 412. 92' S 22'0149 " E C7 4,78. 12' 57.19' 13'04 aq " 07'28 42 " 128. 6i' 5,714 ' 1 N 670571 " W C8 269.54' 110.43' 21-1526" I 2,i'2826" 15600' 1 109.66" 1 S 60-48'10" E L/N£ BEAR/NG D/STANCE L1 N 5524:32" W 1,35.06' L2 S Jg'J754" W 15,3. 1,3' L3 S 54 22 06 " E 498. 67' L4 S _Tf_T754" W 500 L5 S 54 22 06 " E 171, 50' L6 N .35'3754" E 140.25' L7 N 47,3,3:31 " E 5.68' L8 N 6255'15" W 55.56' L9 15 474R 59 " W 6.3. 71 ' II ! ONAL SURVEY: PL- PLC 2' o SAN MH DRAWN BY: JOB NO. TOP=729. TGP 0211001 INV IN=7 60 c� INV IN=T 2 .8 1 SCALE: DATE: 0 IPF i +� �� I NV OU - 2. 2 1 "=30.0' 08/1 1 /03 r'` -- -- --- - --- 5' PARK/LAG SETBACK - I ` __ _ __ - ----- -- --- 1 - - - - - - - -1 r� •-�-e� - - - - - - - - - - - - - 5' PARKING SETBACK - - - - - - SHEET: N sue- jr �74, N 45We V` Jr W.921' 4/1 1 Nf)TE. PLACEMENT ' )F CG-12 rIIRFI RAMP SHALL FINAL?7E[I �iY THE VDQI INSPECT04,", ti - cp jo. + ytlz Lj �o C) cl� OMOP4.al-- Typ, TRf'FIINr 7RP PPOP. VH-1 C! yb 110 EX. CAMP A *5 1hV ,lib9� P-- 0 tc 11:4' fNV DL MLLER NOW (FT- 734.64) 45 122.4' V IIvq ou II)w f- or OUTDOOR ► �011`,PIAATY APtA AIR COMPRESSOR SHED + All _771 II 7 N mw!w Ar sm jpw N 45wav" F A"& I Q..v --�v , 1, 1 . Kf� i—t. III � 0.49% Slope I > 327 9.5 -0 W� < z EASEMENT TO STORM WATER MANAGEMENT 3ySTFM LLI C- Ln 1 721. ILI PI 50+ + $ Lu, C Ly F- ui a- z 30.21-50 + + 7� (04, 101) z (3 .2 C.A Z Z Lj +1> Q Ii l Y_�_ STORM WATER AWAGEWNT POW 4. + 1-4 LA� 48 < 90 0 ftV wu')Y Z=) Co IN 0 x N LLJ u of D Lj LLI io LAJ LL. 0 ■ 0 C14 (D 0) F, Lr) In C 04 C'4 (D (D (o CD LLI x E- Mn .t 3: '-t C) (D @ (.) L. 0 _0 o Q) C a Lo M %-. -C 0 E uiL L N V 0 :3 CLLD E 0 z 0 � aM V) Z It F- LZI J LJ Z) Z V) — Z 0 0 Z ILI LLJ op TWO Pmm o 18260 I ��o,�� /a ("�/a 3 40 0 40 120 s'SIONAL SURVEY: C.I.: PL-PLC 2' Scale 1 = 40 ft IDRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1"=40.0' 08/11/03 SHEET: 5/11 0-) IN \ I L-xS vA EASEMENT C+ r• 1, Z Wq V w N i J W W j(1 721.50 t lr L+ 4•s ajf�. STORM WA7£R MUWCEMENT PONO / L EROSION &SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE 0000eeoeeeoeeeoeooe CONSTRUCTION ENTRANCE 3.05 SILT FENCE O M x K 3.07 STORM DRAIN O _ INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION O vooaioieooveevi epepooeaeea 3.19 RIPRAP 3.21 LEVEL SPREADER O -� 3.30 TOPSOILING 3.32 PERMANENT SEEDING 3.35 MULCHING ® W 3.38 TREE PROTECTION n 40 0 40 Scale 1 " = 40 ft Z LJ 0 �z z 0 O (n z z 00:!s wQ0- w Z w 'H V 7 i 23 LLJ V / W J F— F— cn <_ LLI Z T O c) (_L V C> Lo Lu laJ p is !.AIM N z Q 0 z Q Z Z U w �\ ,^ V ) Y —(nJ� LLJ }w 0=JU >j F— z wQo z Jd U U 0 j WAY =:Dpw0OU M � � W w J Ld Of 0 LL. ly- a_ d ■ J0 ■ O N am ■� O d 'D N M Q, � Ln N I� UCn W WO [n d O O N J v Q' o 3 0 a m lv a rn - W t r N U d ~mow d E ZN cn3 R O to a yTH of U . PANNIER 9 1 o 8260 OA �`SSIONAL 120 SURVEY: PL-PLC 2' DRAWN BY: JOB NO. TGP 0211001 SCALE: DATE: 1 "=40.0' 08/1 1 /03 SHEET; 6/ 1 1 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 4 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. TREE PLANTING SECTION At h 1a >if _ 10 TREE vf 10 7W • £ l J / TRF 10. � 111 TREE ` EX. CANOPY 8" TREE Q a I NEE 1 ` , r- 8" Ex ?O 8 WE IPA � I EX. BUILDING tc MILLER HONDA (fF 734.64) n I " 6' TREE o ($) 2" white Pines 6" Whi(e (3J 6' white Pines— 6" wtr."te Pine 8" typilo Pine 5" We Pine 5 ' PARKING SETBACK 'A N 4528 39 )Y 393. 74 1 I PLANT SPACING VARIES —(SEE PLANS)— `n t PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACK FILLE I W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL ///\//%� } STRINGS, RIBBONS, AND j\\%f\ TAGS FROM PLANT. _ / REMOVE TOP 1 /3 OF ALL BURLAP FABRIC AROUND ROOT BALL. r 1 1 _ ►i1-1 I -i 1 f 11- I SCARIFY ROOTS ON POT I-- 11_1 h I W 7— — I I I�I � I I �i I7 PLANTS. _._— — BOUND P 1 I — COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION N 45 2B 39 " F 633. 21 ' PLANT LIST — 5' PARKING .SENACK 5' PARKING SE7&45k 40 PRESEHYP'""' 0 �1 SEMENT o a ,�R w 0 v(ADR w 1 (80O)TM (1 a0)SS N Scale 1 " = 40 ft KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AC 10 Acer saccharum Sugar Maple 2" Cal. 20' o.c. IC 63 Ilex cornuto 'Dwarf Burford' Dwarf Burford Holly 3 gal. Cont. 3' o.c. PA 19 Plotanus acerfolia London Planetree 2" cal. 30' a.c. PC 38 Pyrus colleryana 'Aristocrat Aristocrat Pear 2" cal. 30' o.c. r_ TC 61 Tilia cordata Littleleof Linden 2" cal. 30' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING WETLAND PLANT LIST KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 12 Alnus rugosa Hazel Alder 4' B&B See Plan SS 260 Scirpus spp. Bulrush ar o0 or Container 2' o c TY 1 800 1 Typho latifolia , Cattail Bare Root 2' a.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING STORM WATER MANAGEMENT POND V) 1n m V) cn ti Lu W U to Z Z O CL O CL C� J Q) W v o Cn 1 h— Z CL, �Q G G cv O 2 W CL Q U p Z Zg ga. W V) Z Q Z Z LLJ 0 Y - N LLJ J F 0 p J U r Q W Q Z U U 0 j WAY =�pW000 N W W (y) FX LJ p a UJI w J ILL. 0 cy- 0- d J • O N a a? 0 0 N M N w � N N 0) 0) I\ C Y � N N N cfl � t 0 0 0 LV s �.�o J 0>��° N a li m .c 1= WCL t t N V ~ �` p w ZN 3 R O CL {, 'txTH OF VN nm,Nk.,M •0 I50 �O G po IL4L SURVEY: C.I.: PL-PLC 2 DRAWN BY: JOB N0. TGP 0211001 SCALE: DATE: 1 "=40.0' 08/11 /03 SHEET: 7/ 1 1 STORM SEWER PLAN A -Al STORM SEWER PROFILE A -Al SCALES: (H) 1 " =50.0' _ _ (V) 1 „ 5_0' - A-- 745 745 -- 740 __ _ -- ___740 EXISTING GRADE _ PROPOSED GRADE-1.-- 735 - - 735 730 _-- _ 730 __ _____ RCP STM. SEW.- 88.00' 1 "0 RCP, �•_ CL. II ® 0.51% LOPE 725 --- --_________ ______._-- -.._ __________ 725 720 720 O Z - - Q N -- 0 - U7 � ---------C O O a 2 ZQ_--- a_ 00 Q. ----- 10+00 11 +00 / - '4?• j ��(tl d��l��yr�f11n3 STORM SEWER PLAN 8-84 104" te ��.. PROP. 64. 0'-30"x19" RCEP, ?, CL. III 00.51 % SLOPE STORM SEWER STRUCTURE KEY PROP. DI-1 A TOP=733.30 15" INV. IN=731.00 15" INV. OUT=730.82 ®PROP. DI-1 TOP=733.75 15" INV. IN=731.45 O30"x19" ES-1 INV. OUT=724.18 ®PROP. DI-3B, L=12' TOP=728.50 30x 19 INV. IN=724.70 3009 INV. OUT=724.50 ®PROP. DI-3B, L=8' TOP=729.40 30%19" INV. IN=725.20 30"x19" INV. OUT=725.00 ®PROP. MH-1 TOP=734.10 23%14" INV. IN=726.70 15" INV. IN=726.65 30%19" INV. OUT=726.30 ®PROP. DI-71B, Type III Grate TOP=730.50 23"04" INV. OUT=728.00 ©PROP. DI-1 TOP=733.50 18" INV. IN=728.25 12" DRAIN (FROM BLDG.)- INV. IN=728.75 18" INV. OUT=728.00 ©PROP. DI-36, L=8' TOP=733.70 15" INV. IN=728.85 15" INV. OUT=728.70 ®PROP. DI-38, L=8' TOP=733.70 15" INV. OUT=729.20 STORM SEWER PROFILE 8-84 SCALES: (H) 1 "_=50.0' 61 63 " B B2 - 64 745 - - - _ � 745 740 EXISTING GRADE 740 -- _ PROPOSED GRADE - A. � � 735 �' -- � � 735 PROP. 1.61'-30"X19"O RCEP,--_ Nl CL.-III 0 0.49% SLOPE _ _ 730 730 __._ 725 � ____ _ -- 725 PROP. 294.62-23" 14"0 RCEP, Y OUTLE CL. III ® 0.44% SLOPE PROTECTION _� _ _ -_ _ PLOP 1 ��g 720 PRO 4.00-30' 19" O RCEP, CL. III 0 0.51 % SLOE - 720 CL. II Cc, 0.51 LOPE J J -- 00 O O O O 116 O O O _ � _ ucr_ O4� Own O > II i u OIt Ln r- - II o6n11 c LL d --IILL p II O O O �Z� cD �Z0 U7 ^ �ZO f- O a Ln 0) r e1 a 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 STORM SEWER PLAN 83-C2 GQ • STORM SEWER PROFILE 83-C2 SCALES: (H) 1" =50.0' C 63 750 - 750 745 745 EXISTING � _ GRADE PROP. 6 .9 '-15"0 RCP 740 CL. 111 0 0. L - 740 PROPOSED GRADE 735 735 730 -� _ - 730 725 - - P. 1 1 ' -1 "o R P - 725 CL. III 0.73% SLOPE PR P. 139.62'- 5" 0 RCP,_ CL. III 0 0.89 LOPE I III 00 J f- J m N U•) I cli In O M U) n I cV O N N O N a:-C- ccf�`4 ?? 0. � n II 04 a - Z n o_ O Z)OTr_ LL O �O IIII LLr<i Z Z O Z + I,_- N-- r r> - + _ - �- + ar r F_ + W r kA I.- 10+00 11 +00 12+00 13+00 ti a r- .- o Z W W 20 a W J h- F- a Q Z Z O(3Q 0 3ZQ Y> w w JYWJ�� ��JZ �w�WQ0 ZUj>U =�a00 uj Of � ( PO X �i o wJ W 32 Of li a ■ V J0 • a O N ' p � cD N 0 fir) C cnN I U) C r (NO c`n•° �, `Dc° a°> Lu J Y o�.��v o �r li v � m N ° r N I` c v a r t N U p w ZN c0 R O CL () (f) zfl� J Lj W O IZ OF Dj o � 11 . pmm No 18260 4 A0�,o d, 03 `s IONAL SURVEY: PL-PLC 2• DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1"=50.0' 08/11/03 SHEET: 81t 11 V) DI-'7 2' 7" NOTES STONE CONSTRUCTION ENTRANCE GRAVEL AND WIRE MESH (n m DROP INLET SEDIMENT' B B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. TYPICAL PIPE BEDDING DETAIL FILTER LUGS TO BE FOR DEPTH GREATER THAN. 10. USE STANDARD STORM SEWER PIPE _ EXISTING L21 /2%21 /2"x 1 /4" CAST WITH COLLOR DI-1 A. 70 "'" A 3 PAVEMENT N.T.S. s:1 10'-4 "LONG 2. THE "H" DIMENSION SHOWN ON THE STANDARDS (n A - A CAST GALV. N ;� WELD ALL IRON STEELMc" AND SPECIFIED ON THE PLANS WILL BE MEASURED O.D.+16"I I CONNCETORS 66f FILTER CLOTH I' MIN. A MOUNTABLE BERM FROM THE INVERT OF THE OUTFALL PIPE TO THE (OPTIt3NAU TO COLLOR 3 LBS. 43.6 LBS. OPTIONAL INCLUDING INCLUDING TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE SIDE ELEVATION ONE WELDED LUGS CONN- BRACE RIBS r JOINT ECTORS APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND -III-�I I I- GRAVEL c� 1/2"x11/2%4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY FINAL BACKFILL - IJ1- EXISTING GROUND 18" MIN. '(12"MIN. DEPTH) CL :n 1 /2"x4" STUD THE CONTRACTOR FROM FIELD CONDITIONS. -I I 70' MIN. RUNOFF WATER Z (Q) SHEAR CONNECTORS I -II O f 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS III - - - - _ to, MIN. WITH SEDIMENT J lLl .$" 2'-7" .5 N ° WASHRACK N 91/2" 12"* TO BE SHAPED IN ACCORDANCE WITH STANDARD -I - _ _ -III-_ (OPTIONAL) 'I� CAREFULLY COMPACTED _ a-2 o N IS-1. THE COST OF FURNISHING AND PLACING ALL SELECT BACFILL-II0,D• c t PLAN 3/8" MATERIALS INCIDENTAL TO THE SHAPING IS TO BE -I I - - - -III- r „ (GRATE REMOVED) SECTION B-B �_ INCLUDED IN THE BID PRICE FOR THE STRUCTURE. III - - =I I 12' MIN. '� ° "'N EXISTING r _ II o : = III _ PAVEMENT _ 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 4F=- V2- COLLAR DETAIL _'�-�� 21/2" IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, 111I e Q II- aq-2"DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED CRUSHED AGGREGATE I I O.D. VDaT Il POSITIVE DRAINAGE t�N. IM NT WIRE MESH(y, ` CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR -LI COURSE AGGREGATE B TO SEDIMENT SED E W2'-7" PONDING OF WATER IN THE STRUCTURE. THE COST (= I TRAPPINGpeVlcEFILTERED iQ. ..OF FURNISHING AND PLACING ALL MATERIALS II- I I -I 11- • MUST EXTEND FULL WIDTH WEEP HOLE INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED -D ESS o a COLLOR OF INGRESS AN EGR4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE.oPERATI0IN PLAN VIEW2" MIN. #78, OR #8x6" WIDTH 0, 1r MIN. Z 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" LII-,, zz "12" �OR GREATER, FOR DETAILS SEE STANDARD ST-1.3• MI"' �__1 12",15",t8",oR 2a" l 3D 2r MIN.SPECIFIC APPLICATION n 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. A NOTES 0h7''A'� �0���000��000� °a. •`' C 1. DEPTH OF INLET tH> TO FE SHOWN ON PLANS. FILTER CLOTH �• .•.. . L 0�0000 J= 7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" ;, ° SECTION A -A THIS METHOD OF INLET PROTECTION IS APPLICABLE Z 'k- R 1 C-C TO BE PLACED IN ALL AREAS ADJACENT TO - B z. THE SP11WECIFIED DIMENSION ON HE PLANS ON THE sTAIDAIROs - -- _-- I AND UREDF R ON THE PLANS WILL BE e._y WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, O SECTION A -A N I ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN m L _ _ i - _ _ PIPE o FROM THE 'INVERT of THE outF&L QO���O ��QPIPE To THE TOP of THE STRUCTURE. BUT NOT WHERE PONDING AROUND THE STRUCTURE U) i• PUN ST ATING PURPOSES ARE APPROXIMATE UONLY MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE - a" LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED. FOR 13'FIIATIIG Pt1RPO5Es AND THE ACTUAL Z I - DIMENSIONS SHALL BE DETEMANED BY THE i - : ' • O SEE STANDARD T DI 3, 4 FOR ALTERNATE DESIGN. - -- ; CONTRACTOR FROM FIELD CONDITIONS. TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. CONCRETE QUALITIES FOR MINIMUM DEPTH MAXIMUM DEPTH (H)TO BE 12-B.'77 j!l.. . .....: LULL,;, ;. ,. 12" CONC. PIPE-1.440 Cu. Yds. CONCRETE PLAN 3- WHEN SPECIFIED ON THE PLANS THE INERT IS � Q 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE 11/2" D-J 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC (COVER REMOVED) PLAN TO BE SHAPED N ACCORDANCE WITH STANDARD 18" CONC. PIPE- 1.620 Cu. Yds. CONCRETE �` 2" A"4'-0" (12" - 36" PPE) (COVER REMOVED) MAT THE COST of FURNISHINGTOTHE AND PG IS T ALL iD HARDWARE CLOTH 1 /4" MESH OR GALVANIZED STEEL 8-3:-0" (12" - 36" PPE) MATERIALS INCnENTAL TO THE sHAPINc IS TO IE 1 " 1 " M4•-10" (42" PPE) GROUT INCLUDED N THE BID PRK;EN FOR THE STRUCTURE. 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 B-3'-6" (42" PPE) CONCRETE LS SE GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE IO Z SECTION D-0 (FOR DETAILS SEE 4, IN THE EVENT THE INVERT of THE OUTFALL REINF'ORCEID CONCRETE DRAIN SPACE ' ^ ADD 0,469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE COIICRETE COVER SHEET 2 OF 3) PPE IS NIGHER THAN THE BOTTOM OF TIE- AGGREGATE. V J 3/4"A 1 1 /4" (FOR DETAILS SEE a/ AGGREGATE. STRUCTURE THE WVERT OF THE STRUCTURE OUTSIDE OF THE STRUCTURE. SHEET 2 OF 3) SEE NOTE7. SHALL BE SLMAPED WITH CEMENT MORTAR TO SECTION C-C - - AwAEGATE•SEE NOTE7 _ IN THE STRUCTURE, OR POSTT OF WATER SECTION B-B Z J N TFE STRUCTURE, THE COST OF FURNISHING frr AND PLACING ALL MATERIALS IIf2DENT& TO 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 W W SEE NOTE 8. W E HOLE THE SHAPING IS TO BE INCLUDED N THE BD STANDARD DROP INLET OR THE STRUCTURE. GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. LIFT HOLES 5 STEPPRICE S TO BE H Is , o" CONSTRUCTION OF A SILT FENCE PIPE OUTLET CONDITIONS W Z APPROXIMATE WEIGHT > � .�. -STEPS. SEE NOTE 5. > I OR GREATER. FOR DETAILS SEE STAID. ST-1. 12 2 4" PIPE: MAXIMUM DEPTH H = 10 CAST IRON 10, ANY ALTERNATE METHODS OF ANCHORAGE a S. REINFORCED CONCRETE FOOTING MAY 1E (WITH WIRE SUPPORT) 22 W frr PRECAST OR CAST-W-PLACE. TWO LFT'NC ,«•�" -�-��•- GRATE 363 t 181bs. MEETING THE APPROVAL OF THE ENGINEER MAY BE ' ' I HOOKS OF FABRICATORS DESIGN TO BE , A A WW NO T L I I X ' D X PROVIDED IN PRECAST FOOTMG 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN I ..,,. I I 104.01 HEREON. I I 7. 4" DEPTH AGGREGATE 166,17°,OR 06 x 6" WIDTH. TRENCH UPSLOPE ALONG THE LINE ... :. . •. 0. 3" OIMETER WEEP WIN 12"Mr PLASTIC OF POSTS. .. .. ..' • . IDLE SECTION A A SEE Note 4. FIMDWAIIE CLOTH '/i' MESHI OR cALVANiED STEEL WIRE. MNMM WINE DIAMETER 0.03'• SECTION B-B NUMBER 4 MESH HARDWARE CLOTH AIDHDiED -: M FOR DETAILS OF INLET KEYED CAST PLACE PRECAST I FIRMLY � � OR �) ado do EXPANSION JOINT EXPANSION JOINT � FOR USE WITH 12" TO 4z'� PIPESOF FRAME & COVER SEE CONST. BARS D �i/ j_ / NOTES (CONT.) DETAILED ON, TO BE CONBTRU:TED, WILL BE ��' / --3'-10" STANDARD IC-2. BACK OF SIDEWALK JOINT AR G RECOMMENDED wNMM AT THE fm of THE co►rtRAcroR. Q Q " APPROACH HEIGHT CHART 15. DI-7-------- NO GUTTER D, FAR DETAILS OF CONCRETE COYEIL COLLAR AHD I ,/' /------------- PIPE OUTLET TO FLAT w BA S G """"'- -" --4 ---- -.-•. ' GUTTER C-7A------- SINGLE GUTIFR WHEN DROP INLET p�1ATT�ERAND THE SFEE 2 OF� PLACMf M�PPROAc1( l I �- � I AREA WITHNODEFINED J Z ' A PPE H DIENSIGN 6 ON A GRADE. L //• //` PLAN VIEW CHANNEL I BARS C :.. ._..66" BARS B i _ ar. 7"• • ! WARPED 92E CONC. Cain. MET DI-7H----- DOUBLE GUTTER MEN DROP INLET 11. CAST-N PLACE CONCRETE IS To BE CLAN A3 j- I / � / F7_ BARS F » - 6" o L" BAR C GUTTER 12" r-6•1 2--5" 5 N A SAG BETWEEN TWO GRADES. (3000 PPSL . PRECAST CONCRETE IS TO BE J IIII _1__ . _. _..._ i z w a o d -1.2. = SUBBASE ts" 2 -I>/: z _6" M. FOR DETAILS OF PRECAST OF7 NOT SHOWN HEREON 1z. CONCRETE BIIDWM wRE FOR INDICATED //� \ I / \ I _ L a I I 8R R o ) H= O W Z + „ : BARS F HARDWARE FOR PRECAST GENERAL NOTES, PACE ,03.02 AID FOR 0lP1H Qtl �T TZ• ' r SEE PRECAST UNIT ASSEMBLY DNOR/M. PAGE 103.01, i L� N ca 6" I L L-7 L�. - CLOTH 16" 3' d/:" z,_n„ FD�R To i - _ {,� 4' " M n Vl(!1 2T 3.3%i" 3' 2» PAGES APPLICABLE 07 TNRUT103 92. RISER MID TOP DETAILS, jjjTl f DEPTHS ADD OR WEEP HOLE FOOT OF DEPTH. ■ICY o APcoNc iE FOR EACH I III ..-_'`.• SEE NOTE 8 24•• 3'-7". 3'-5" n. GATE BARS TO M PAIRAI,LEL To ORTCH Flow. --V FACE OF CURB - ~ « FOOT OF DEPTH. 01 x -. 13. PAV® UTTERS ARE TO !E T STANDARD P -2 MEET BAR F BAR A STEPS SEE INLET GUTTER AS SHOWN IN STMIDMD PG-2A FLOW d `--�� 12" 15" H" 24" 30" y1" 42" - t BARS D 30• , -,'/:" 3 -tr' I I I I I I,.mom GUTTER 8" --- ---..• --.-.NOTE 5 2'-0• '-y/. 'LAPS" 3•-+" a'-7Ye" 4'-2" 4'-6Nt Z Q F- yr• 4•-4)f4" 4'-2" 4,. I- 2'-8"-"`1 y°" 4,_°" 4,_5„ 35181".947 1.0,3 1.%3 1.JJG 1.535 1.731 1.127 14. PROVDE SAFETY SLATS MEN SPE(�ED ON O - RACK JOINT CONTROL CRACK JOINT CONTROL------3'-0"-LULL 4'_0"__,,,.! THE PLANS. SECTION A -A FILTER CLOTH KEY 1N 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER 0 I I " '-' ,2" 5'-21/t" 4''tt' INCREMENT PER FOOT OF ADDITION& DO" (10 0.362 CU. (4T. y) FPD �•J 0 10'' MAX. - PLAN 6' MIN. -� SECTION A -A I �0.4D Cu. (42" PPE) sEEr 1 OF J 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFIT AND COMPACT THE Q Z I µ '- 10' MAX. T FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 3.W i X BARS A 2„ STAWARD MMAN N DROP WILET A ( w Y 12 TO 42 PPE 3d MIN. A B 2'- l 0" VIIGII , DEPARTMENT OF TRMBPMAYM ,04.22 O (MIN.) �/ JCL « .-------------- 3� Lj 8..1 ..__L-VARIABLE - MAX. 20'...___' _ --.._--.•.-. 8 . 3'-0" - a)�^ .- 2" / 2�, i ! I ( O J Fit G-7.7A7B do - - - �..• .1ATCc - -- L- i�l KEYED 5,_� 2" DIAMETER BAR 1 t0.A18 UIS./Fr. t GRATE A RB uBFD DETAILS OF GMTER A� _ - - PIPE OUTLET TO WELL Y J J -- - CONST:- - r WARPED GUTTER OR No. 14 BILLET TM A6�QR AR a 7,IS ' � INLET 6 LOCATED IN 1ETHOD OF PI Af FNFNT � � � I I y w " ATE A NOR OTTER AREAS T)q� NOES II I DEFINED CHANNEL BARS G _.._ JOINT GD APPROACH GUTTER II II PLAN VIEW W J Q BARS E 2. GRATE B 15 TO SE USED WHEN r 1 Q / 1 ( 1 BARS F BARS E L,.. r'ILET 15 LOCATED ON SNDlILDE1R 1. DI-7 1O ourTER I �i /-J� �./ f 3»� " 8" - 8" - - BARS B DI 7B NO BOTH �DCTIONs.' BARS F OR OTHER AREAS suaEcr TO / p B ►-1 =gam rRMFIc. / FLOW I L a ZWEEP / 1 HOLE FRONT ELEVATION A ' A 2. JOINTS BETWEEN «,T WIT MID (ON SMOOTH COVER // V 3 G - ( N 3. F(IR OETAI s of LOAD cARNYNc ARE ro BE ooWELED WITH 1, x 6" swooTM - - / y , (� '/t X 4" L2"X2'TC?•I4, GRATE (GRATE 8). SEE T-OI-7. Rig 0 APPROX. 12" C-C TO PREVENT SETTLE- 18-1 I O "+ , _ (GUTTER REMOVED) SECTION B-B "•" S►EAIR L21/t„)C2yt•%'/." SHEET 103.06. N u of DOWELS A 2° x 4^ NOTCH MAY III II" = III I ,' I D x --► X Q W U �.,_ ? ' •'�ON11Ew CTOR �T� A 4. CONCRETE COVER MD GRATE BE SEE RTANDMp T-DI-3, ALTERNATE DESIGN. /� (� QQ ' •,� , L2.5' x2.5"x.25" (IRATE TYPE APE TO FU OUTSIDE AS A N W V J v A 1.25"" - _ IJALVANIZED �® I oa ■ 15x5' BAIis oNrUNIT. (wT TO EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. A' _+ W A 3. VANABLE 211 OR FLATTER. _ W rf, Qf i PLAN VIEW (FROM PLANS) (12 REOro.) OR j' 4" X z�-i1'�z" (GGRRATE 9). 4. CTaI cRAE I ELEVATION. AT AD.AISTED To MEET SECTION A -A / /'M Q 5X1 4' BENT �� 2. 5. DIFFERENCE N ELEVATION. SEE LONGITUDINAL V J / - SEE DETAIL - - SECTION. 9 -,.. •sue - 5. ALTERNATE METHODS OF FILTER FABRIC FILTER CLOTH HEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER _ PLATE • ......,,....fi _ _ • ANGDIBHG ANGLE IRON WILL BE 5. F DEPTH (D) BECOMES LESS TEEN 4". LENGTH - f- do ACCEPTABLE F APPROVED 8Y THE NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION W 5"x 4" STUD SHEAR yy,•'ve ENCIEER. BY WINGS EVER BE EXTENDED As DIRECTED BASKET. OR CONCRETE. ( � 1/4«R CONNECTOR WELDED SECTION MA 6. GRATE AND COLLAR ARE To tE ":'(t z. La IS THE LELAj NGTH OF THE RIPRAP APRON AS CALCULATED TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. ' `` TO ANGLE IRON AT SECTION B- a. cuRrAw WALL To 1E LOCATED AT THE END OF II GALVANIZED. I I I LLI I WIRE GRATE AI THE PAVED DITCH SECTIONS OF THE DI-7A 4 ll USING PLATES 3.18-3 AND 3,18-4. Q TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B 2 C-C. 7. CONCRETE COVER MAY ■E DI-78 THAT ARE NOT ABUTTED BY OTHER II_I111 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT ch GALVANIZED PLATE FOR TYPE A TO BE BENT QN AN ANGLE OF 68.30- BAR ' CHART PRECAST OR CAST N PLACE. DRAW' -I ' LESS THAN 6 INCHES. d CONNECTORS AND IS TO ANCHORED WITH 1 /2 x4' STUD SHEAR `J? E MAXIMUM DONN" coN(mETE� ouAWrITIEs r011YA A e. CONCRETE TO tE CLASS A3 F CAST 7• F NORMAL DITCH GRADE 6 T00 FLAT TO ALLOW WELDED TO BENT PLATE AT 2' C-C. �* NOSE DETAILS CLASS A3 STEEL IN PLACE. 4000 PSI IF PRECAST. GRADE TO IML 2"._-'"'^.. .+.'-- I 1'/ •y„ FOR AR'I pETN W E REQU�IREDA ON PLANS. APPR. PAVEMENT 0.423 C. Y. 63 LBS. WARPED PAVEMENT = r r I. GRATE FLOW.BTO PM&LEL TO DI-3A DI-36 DI-3C -,-�r� TEMPORARY DIVERSION DIKE �•-L--.. ___--__-__.-....,._.__..._.L -- .._.-...... _.---«..I _..,.�-...._..._.-.._.L._.... ..� ^r I r. 5'_4,j,_o 6HLET s�- " i 6 c" -"D�yTCH KE11� 2_0 �� �� J O _ , ■ C LOW FL- �� LOW_ `SAS, SECTION A -A SEE NOTE i J SEES NOTE SEE NOTE 3 s,�c Compacted Soil a .J _. FOR USE IN SAGS DETAIL WHEN USED BOTH SLOPES FLAT ONE STEER SLOPE +' O N 1� Q) FOR USE ON GRADES _ �A MEgI Lp SYMMETRICAL TO BE ADJACENT TO CURB DINE INTER ATE SLOPE , ■, N »a<dreH INLET o' ?•. `INLET 18" min. WITHOUT GUTTER io I D1%. GUTTER GRADE TO BLIP E F VOIDED -Flow (n N lfj C SPECIFICATION - T - - - - p ADJUSTED TO MEET - AS DRECTED BY THE �-' I - REFERENCE p--I- INLET ELEVATION ENGINES (DI-7A ONLY). - - - N N I 302 233 STANDARD CURB DROP INLET 12"-30" PIPE: MAX. DEPTH (H)=8' 104.09 TYPICAL ELEVATION SEE NOTE 3 I sEE NOTE 3 �� SEE �� 3 "GFLATT��„ GRADE � 302 _ _ NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A,3B,3C ONE STEEP SLOPE -ONE FLAT SLOPE ENOTE BOTH SLOPES STEEP "0R DRAINAGE AREA WET STORAGE dl DRY STORAGE d OUTLET h NOTES - - - (n C O O � APPROXIMATE ouAmTITES SILT TRAP NO. (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft) LENGTH(R.) (ft.) � 4.5' min. � � U M U " APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LONGITUDINAL SECTION U-) MEASURED FROM BOTTOM OF GUTTER CONCRETE IA-7 C-7A D!-7B (WHEN NL.ET IS LOCATED 5065 S0. FT. 5490 SO. FT, J CLASS A3 ABOVE NORMAL DITCH GRADE) SILT TRAP 2.fl0 AC. 1.5' 2' 16' 2.5' NONE "d ft ft CONCRETE CLASS A3 0.241 CU. IDS. (CU. YDS.) NOTE 1.211 2.148 SEE NOTE 8. 1 (1/2)(1O0'K7O') (1/2)(100'x55' , -p (- tt " SHEET 2 OF 3 m O ,E Q END -SECTION 12 -60 PIPE ALTERNATE END -SECTION 12 -60 PIPE HUB END ON OULET END -SECTIONS STANDARD MEDIAN DROP INLET a _ SPIGOT END ON INLET END -SECTION HUB END ON OULET END -SECTIONS 12" TO 42" PIPE 241 TEMPORARY SEDIMENT TRAP � s W U 0 SPIGOT END ON INLET END -SECTION W ,-� X X - E.2 VIRGINIA DEPARTMENT OF. TRANSPORTATION N 503 1 U � E LEVEL SPREADER �' �1 W X X - 4 LEVEL SPREADER Z J CONCRETE IN BE I !s-1 J �� N 4000 PS MINIMUM CONCRETE IN BE ORIGINAL 4000 PS MINIMUM R O -� ELEV. I.0' PLAN { CROSS SECTION iwsr zo of DIVERSION OF PIPE PLAN - SHAPE TO ELEVATION 67 CU. YD./ACRE NOT TO EXCEED 1% GRADE DIAMETER DIAMETER /,�� of MD -POINT of N .... +" - - I JUTE. UI EXCELSIOR '" "- OF PIPE OF PIPE / % LARGEST PPE. OR EQUIVALENT 9WR__C ___.___._.�, .,,,._...-.,..B-- �� SHAPE TO I STAPLED IN PUCE VARIABLE (MIN. 7') Z (n OR L 1 f .I �• •• Il OFO"PTOURPE I I 67 CU. YD./ACRE BURIED 11" MIN. 6" MIN. DIVERSpN 1 STEEL iABRIC NN T RE ORCEMENT - LL.I 4' MAX. - .�T� - - _ LLI -C I - - - .........• ..., ,,LULU _ (EXCAVATED) , OIIIGNA< BURIED 6" MRN. .::.. .....::::::.:se •.. .---4-- R CLOTH i I FILTER - - Z I ,.: L) .. _ ..,. _._._.._.-..... .. ELM. .... ........ .._....... :- .:: .:�: . •. �.. ... ?ir �q"et?ti4Aa ,. i._ _ j E D I I PAY LINE � •' ' '• ' ......� :.1°�;;;fir _ ..........:.......,., Z C� -PAY LINE /; � ... :. I •. LEVEL LIP OF ... •.. •..............:. / •� 7 -SEE PLATE 3.13 1 COARSE AGGREGATE CLIMBS I RIPRAP :>......................._............._....._....._....._.Ld SPREADER 2.1 OR ............:...:::::: : ' :.•':!? ; ' ! ; ;....•:�j I('.3:`i�lj! ^'..•:: '.........._....................:'-::::::::: :::::::::' U ION X-X END VIEW SECTION X-X END VIEW FLATTER ........... :..:..........,:? !.. ; ? :' ? 1 :: i I ! i i ? i ? ! 1 , ,'•..::..: `.:'::' -::::: :`.:!:L:3,'...:.:::...,.:..........•:::.....:_:.::.:..........:: .. :! i. if l END n / 9 ... I . ,...... .., :............. CROSS SECTION OF OUTLET................................................................. 7 _.._..............� SEC t7N DIMENSIONS -• SLOPE TO DRAIN TO INVERT ....._ _... y.,. .. , .......... A B C D A END SECT/AV DAAIENSk7NS :%:-..............................._.................._....._...........�..... •,. Y,. ... .... .. _..........._ ............ _ - it •; OF OUTLET PPE...............::.:::.:.:::.................................._..........:::........... f ,2 * 2-0 SECTION A -A LEVEL SPREADER WITH VEGETATED LIP :::...................... ELT of 5 a 1- 1- 3 9 t- fd 9 1-J l -9 I -0 3 -0 ld 9 .. ••• �"� i 27 i t 1-11 2-/ ?-/t J T d-1 J-a � ••••• :.`.',i i t t CUSS I RIPRAP ::::�_:.....:::':...... .........:.......::•....:: ,::.:::•.:: .:.,=,�.:,r,:,:::.::.._. ? D ? J-7 2-a a-1 t-O 24 IO J-7 2- - s- d a 0 ) - 0 LENGTH IN FEET - ' METHOD Of TREATMENT IN P::::::.......::::::::........::::::.....:.:::::::...... •.....; v !o J , - - t _ _ DROP INLETS (IN A ? / . _ 6 x DRA OE TIER a ....... �JI .............. JO 7- I- 0 d J- 7 J a-1 � - t -0 t -a 1 -7 J t a - J J � -0 TRANSITIGI BETWEEN PPE DIAMETERS ,...... ..... .. .....,..... .. 4- 10 l J-J / ! d-/ 3! -aMovie d -1 J 4 a _0 MEN DEFERENT SIZES ( PIPES _ - Ja l - - - _ _ DIVERSION J 3 J 2 O l d l 42 J -9 3 -J ? - J / d -1 a -a I? 1 -9 5 -J 1 J d O ARE ENCOUNTERED. d -1 a - '. 1 DIKE �I� PAINTER CR CROSS SE .:.......:::::::::::: :..... :.:. �e ?-o s-o - - - 54 2-o s-o 18260 7 a S roNv TER°T MOFAIN ...... 2 J J 3 1 -i 7 - �. d a OUTLET PPE 'b• NOTES J -J d -J d -0 SHAPING OF MAt1(oLE AND INLET INVERTS N ACCORDANCE WITH ..........._ . THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECFED \ \ �=\ VDOT 13, !357, 5, 56 ORVIM .. ................._......_....., ...._....._......_.. .,,,_-_....-. ..._._.._,-.-. STRUCTURE. OR WHERE INVERT OF PIPE IS ABOVE INVERT OF \ \\ �` �-^��......_................................ ..... j57 COARSE AGGREGATE IN VARIABLE (MIN. T) .:0.. ..'.... '... < .........." 'AD (� GALVANIZED WIRE MESH BASKET • = SECURE WIRE MESH TO TIMBER �s �G1 swp(n� PAY LINE NOTES: OR DROP INLET IS TO BE MDAro A'D C011T1NJC D C�-'"^ �NA� MN APPLICABLE ST OR SPECAL DRAINS. ��--- �r FILTER CLOTHb,�, /Ir7ls4 j ONAL TIE T SHUPNG AS DETM-ED HEREON IS TO CONSIST OF A �- �- �- ."...-..._.B_..-. PORTLA/D CEMENT CONCRETE 11I( 9WORI■iG TO GLASS A3 OR \� �-- Z NIN. PIPE FLENGHTS SHOWN AN PLANS ARE MASS c1 o6�rT THAT 25X OF COARBE AGGREGATE MAY BE / / / 9 � � �- � �- � � � SECURE WIRE TO GROUND _ _ _ _ Alp / :;r;.:;c:,,,. , UP TO 4'1 N EpN1 TER MOkEN■6T OF STORE BROIEN BLACK, . ..' :.... :.` .. ; BASED ON END -SECTION DESIGN SHOWN BRONErR COMORETE aR coNIIETE ■CORK THE 9UIFRCE / • :! :`:'-':/�/ I ' / :` '(:.. .l. •LULL 1 ..ram p=� = WITH WIRE STAPLES REBAR TOT ER---- ---- - �VY/.' `�s�• ,- �S s SURVEY: C.L: ON THE LEFT. IF THE CONTRACTOR ELECTS SMALL °E LEFT 91pOTH w ►MEANS OF Iwo TRotIIELLrK7. NONE I PL-PLC N/A OF THE COARSE A1INRIEGATE SMALL REMaW, E7POSm.� - TO USE THE ALTERNATE DESIGN SHOWN ON • �, /� - PERSPECTIVE VIEW DETAILS OF IiVfRT i1M4B At SM1011N IIOEON A� FOR E%N/I,E • COARSE AGGREGATE`` THE RIGHT, LENGHTS WILL BE REDUCED BY PURPOSES ONLY. EACH MANHOLE OR DIIOP INLET 3 TO BE 3NA Ep --- / 7 MIN a DRAWN BY: JOB NO.: THE DIFFERENCE IN DIMENSION "D". INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET / CONFIGURATION AND FLOW LINES. %FILTER CLOTH SLOPE DETAIL SECTION 9-8 EXCAVATED /�! UNDISTURBED 2:1 OR �� AREA / ` SOIL FLATTER TGP 0211001 M E2 g _ /� SCALE: DATE: SPECIFICATION METHOD OF TREATMENT MI MANHOLES J� MIN. 6 NOTE: ALL TEMPORARY BERMS, SWALES AND LEVEL REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 102.01 SPREADER DITCH MUST RECEIVE TEMPORARY 302 ' STANDARD METHOD OF SHAPIING MANHOLE It INLET INVERTS •• SEEDING IMMEDIATELY AFTER INSTALLATION N/A 08/1 1 /03 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES-1 COARSE AGGREGATE SHALL BE VD07 /3, /357 OR /5 LEVEL SPREADER WITH RIGID LIP SHEET: 302 VIMALA DEPMtTMENT Of TRN1°`ORTAT01' 1oe•Cb OUTLET (PERSPECTIVE VIEW) 9 / 1 .MIN. W k PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED STD. SPEC. 3.19, PoPRAP FIRE LINE #1 PROFILE SCALES: (H) 1 =50.0' 750.- ____750 745 745 ...... 740r- 740 PROPOSED GRADE- -EXISTING 1 GRADE 735 r-- 11-- 735 35 Ni- MIN 7301- 730 PROP. 95'-8"9 PVC, WATER MAIN SDR-21 7251- 725 z Z U C-4 - (L a .0 uj CY + U.1 10+00 11+00 FIRE LINE #2 PROFILE SCALES: (H) 1 =50.0' 750,- ___750 7451, ___ - 745 7401- ___1740 PROPOSED GRADE--\ EXISTING GRADE----,., 7351 735 3 3 -F 31. MIN, i;OVER MIN. Vt K 730- 730 -PROP. 277'--6"0 SDR-21 PVC, WATER LINE 72511 725 N 00 IL 0 + + 10+00 11+00 12+00 SANITARY SEWER LATERAL PLAN Now" 04-M SEM FACM 5T. !! Af"' � L411111L" Ft. I SM Ow. 1 1111111" 'Tow SANITARY SEWER LATERAL PROFILE SCALES: (H) 1" =50.0' 750.- 750 745-- -745 z 740 a 740 EXISTING GRADE PROPOSED GRADE a: - 735 735 RAISE X. MH F.F.E.= 735 AS NEEDED 1 734-90 --zz- 730--- 730 PROP. 113.63' SAN. SEW. LAT. PVC SDR-35 0 1.OWR_.SLOPE 725 725 _j LLJ 0 0 M 00 z N Q [1. - z 1.1 -Z 0 11 0 CL J?__ X if a Z 00 W_ 0: f-- a: C� co 00 (D !E- 0 + Ll O_ OL Li Ou + ; i 10+00 11+00 form (typ.) oinimum machine excavation limit V" gate va vo got* Vol" trench bolt undisturbed *art & boxes & box *ton* bedding TEE. WYE. OR urt TYPTYPICALTYPICALSECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation Fo�*tjr and the concrete poured to completely surround "D* - 12* min. for 10" and smaller pipe h fitt �nd against undisturbed soil. The bearing dimensions 'D* - 18* min. for 12" thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A, 8, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS *6' minimum Pipe Dlo. Plugs, Wyes at Too* 111/4' and 221/2 Bonds 45' and W Bends A B C A B 8 C A 8 B I C Tr--ov, 7- 9, T -0 * 0 _9 079, -9,0,-9 -9- " V- 3' '-9* _9* V-9- -iT-3 Y-'9T-3 0._ 9- 0'-9- jA '_9 1-9. V3 01 - 9- V-6- '-9- 2'-3- -1 Or' 7- 6' 9w T- 6w 0 -9 -9 - T '-3 1,71 -9 '-9' V-6- 12* V-9* 1 '-0 1 - 3 3 -0 -0 T7'-'6 6! 2 - 0 -0 1-0 TZO 74 =- 0 i'-O" 3'-0" V-3" -0 'r -0 77" T-6 6 2-6 -0 1-0 7 '-0 16" 2'-3" 1 ' -0 . 3-6 -1 -6 . '-Ow_2'-0* 0 2-9 '-0- 1-0 4'-6w -78' 6 V-3- Y-9-11,_41" P'-3w12--0- 0 3'-0 -23 -23 7 '-9 207 '-9 V-6- 4'-0-11'-9- 1'-Gw 12-- 0 -6 3701 11 1/4- TFM W BEN03 n .;jdo over fittings and this bed concrete rust blocks. IIT FITTINGSIZE RODSIZE NO, RODS EMBEDMENT 12" & LESS 6 2 30" 14' 20' 8 2 36" Concrete ..................... ........... Fttfflm� r VERTIM 88 1 size 11 - 1 4' ;2-1 �r"!4LP stone b.ddin 1.3 i'l 2.3 to* - - 1.8 3.7 12' - 1.2 2.8 5.5 THRUST BLOCKS FOR VERTICAL 14* 0.5 1.7 3.9 7.6 UP SENDS SHALL BE THE SAME Is- 0.9 2.3 5.1 - AS FOR HORIZONTAL SENDS. is" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 cast in place access door, centered in top (see note 1) Varies 2' max, I at property line (see note 2) skid pod-'---= 7r, roadway box 2" CTS polyethylene tubing r, N (PET) 200 psi w/ SS inserts at oil \-saddle with corporation stop 7�water main boll volve curb stop J with PJ (CTS) both ends (844-777 w/ SS inserts); with 2" gate valve operating nut CLU0117 D AIL (typ,.,.F NOTES: 1. Access door shall be by Holliday Products or our approved equal: a) in non -traffic area - model no. SIR3030 b) In traffic area - model no. HIR2424 2. Water service crossing street: a) Encased in 6" diameter SCH40 PVC or SM21 pipe. The piping shall run from one foot beyond sidewalk, ocross street, to one foot beyond sidewalk. b) Install 12 gouge Insulated copper wire (for fin* tracing) from corp. stop to Into the motor box [ wrap wire around corp. stop; wire to be loped to top of PET at 10 foot Intervals; come up Into motor box and terminate level with ongW ball valve). 1 1/7 and T METER INSTALLATION Figure so IHH77-15WC-11-77 2" custom softer (meter by FCSA) standard Plot top for 4' diameter manhole finished grade 3' river section for 4' diameter manhole with cutouts It VI'A 2- min. solid ------- support blocks under custom setter 6" stone bedding C14-44 w/ SS inserts and MOP plastic plug (for valves 12" and We: this detail is oleo larger) used for butterfly valves GATE VALVE Figure 8 STANDARD PIPE BEDDING DETAIL SANITARY SEWER LATERAL N.T.S. FINAL BACKFIL CAREFULLY COMPACTED SELECT BACFILL STONE AGGREGATE EM ME PUP 161 10 amm •"l 6' dia. schedule 40 steel pipe filled with concrete and pointed yellow BOLLARD DETAIL direction of setting to be approved prior to Installation pod 1'-6* sq. x 6" deep screw type adjustable Volvo box r;Z; locator marker FIRE HYDRANT ASSEMBLY Figure 9 R cost Iron cleonout cap with brass plug must be 8" from the top of the screw type adjustable box Cf) 0 Ln cr_ C) Z Zi (_') CL Q) C) Q) Cr Q) V) U LAJ 0 zp, () Cr Lo C-) _j 0 < z < Z _ Z LU N Q > JY W_j oNQ_jQ�� < LL _j Z Uj b j>zL0 0 in X U3 co 0 (31 Lj 0 LLJ � _J w Uj q LLj ) 0 cy- U_ 6 ■ O (U 0 Cq M r 04 I U C = 0 Q) 04 (0 I -C 04 (0 E LU J0 _0 > 1 -0 - 0 C (U 0 cc M -C 0- E *FA -- z Q 0 E ZU) 0:1 CN 0 square concrete skid pod V) z 20"x 20"x 6" deep Ld VALCO, Inc cost iron cleonout cop with _j Lj 1) Z C7 & Fig. No. 719WMB bross plug having a countersunk square head V) !�59W&F2 with lid marked Pan*IIo Model PA4SV-CSK (4) Z VC-3 17 "SEWER' 0 Z SDR 21 - cloonout pipe bottom section ------ of box I SDR 35 gosket*d bell wye (see note) sanitary sewer main SDR 2 brick base SDR 35 b DR 1 bell dopier 7-,SDR 35 gooketod 'boll 45' bond �6" stone bedding NOTE If top of sower main is greater than 15' deep, then wyo and bond to be heovy wall SDR35. SEWER CLEANOUT Figure 17A �pi,TH OF ail PAINTERN 18260 �od'o��`0 f a� l� G1}'w '�.`SIONAL SURVEY: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "-50.0' 08/11/03 SHEET: 10/11 C�1 AREA LIGHT DETAIL N.T.S. SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REO'D PER STND MANU. PROPOSED GRADE 00 CA M7 z 24" DIA f� 4-p6 REBAR-3" MIN, CLEAR CONCRETE (3000 PSI) 8" #5 REBAR 0 8" CC EACH WAY 48"x48"x8" CONC. BASE 3' Min. NOTE: SEE ARCHITECTURAL PLANS ----�---� FOR SIZE, TYPE, AND LOCATION. CURB PAVEMENT DETAILS HEAVY PAVEMENT N.T.S. OUTDOOR STORAGE AREA, AISLE, & ROADWAY PARKING STALLS TYPICAL SECTION TYPICAL SECTION 1.5" SM-12.5AL BIT. CONC. 2" SM-12.5AL BIT. CONC. SURFACE TREATMENT SURFACE COURSE 3" BM-25.0 BIT. CONC. BASE COURSE 8„ 21-B 6" 21-B STONE BASE STONE BASE —1E1II—III—III II —I I I —I I I COMPACTED SUBGRADE =I I I —III- COMPACTED SUBGRADE _I I I —III II,,III- NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE OUTDOOR STORAGE AREA (ADJACENT TO THE PROP. BUILDING), THE ACCESS ROADWAY, AND THE PARKING AISLES AS INDICATED ON THE PLANS. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND PARKING AISLES NOT MARKED FOR HEAVY PAVEMENT. CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" �— — — r tl III III I I _ 2 " .. a ..• v• e a. 2'-0"I CG-6R COMBINATION 6" CURB & GUTTER REVERSED N.T.S. Tj (o TR .7i 6"— 2'-0" CONCRETE SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL SEE PLANS — Slope: 1 /4": 1-0" CG-6 or CG-61R�((Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. 2x6 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAI L) 8'-4x4 POST ® 8' O.C-. 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/ 3-10d NAILS (EA. RAIL) I ^ 12" DIA. POST HOLE, FILL W/CONC, I 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. ENTRANCE PAD & DUMPSTER PAD DETAIL N.T.S. I —AS SHOWN ON PLANS 6" STONE BEDDING Slope: As Per Plan III �'O`rN-n0-00'0��O0n� 6" TYPE "A" CONC. (3500 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) FIRE LANE SIGN N.T.S. 66" 30" i NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. PAW INc I 12" x 18" STD. FIRE LANE STD. U—CHANNEL POST PROP. GROUND HANDICAP PARKING DETAIL n N.T.S. HANDICAP SIGN 3' Min. HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUN NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES d( 5' TYPICAL FOR OTHERS. 2, HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY OWNER, CG-12 A E1 5 0•• PERMISSIBLE CONST. NT B - B TRUNCATED DOMES A EJ TANGENT PLAN 2 %" 54„ 30„ STD. CG-2 STD. CC-2 OR CG-6 12 *1 48, 1 MAX 20 1 1 48! 1 MAX. _ ® 7" WHERE STD. CG-3 CG-7 6 USED 1C= SECTION A -A U= HANDICAP SIGN DETAIL N.T.S. _--12" x 18" STND. RESERVED RESERVED PARKING PARKING STD. U-CHANNEL POST VAN ACCESSIBLE PENALTY 1<100-500 PENALTY t100-500 TOW-AWAY 20NE TOW -AWAY ZONE VAN HC ACCESSIBLE SIGN PROP. GROUND SIGN • 5 DOWELS, B" PERMISSIBLE LONG AT 12" C-C CONSTRUCTION SLOPE 121 JOINT MAxIMUM SECTION B-B + I I 2 AT X 2" HIGHER THAN I I EDGE OF PAVEMENT CROSSWALK AT,Y,'2( SE AS TYPICAL PLACEMENT TOP OF CURB AT INTERSECTION TYPE C (PARALLEL & PERPENDICULAR) aA. k% WITH BUFFER STRIP APPLICATIONTHIS DIA COMBWD (PARALLEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CANBE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED TRUNCATED DOME SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTES: DETAIL 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE !CLASS A-4 IFPRECAST) WITH SLIP RESISTANT INTEGRAL COVERING THE ALWITTHHTH OF BY 2 T IN LENGTH THE OF TRAVEL. OTHER TYPES OF MATERIALSURFACE THE TRUNCATED DOMEDE ECT/&EWARNING AY+ USED WITH THE APPROVAL OF THE ENGINEER. 2?✓A" C- DOME 2. THE DETECTABLE WARMING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO 8E STAMPED F CAST-N-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WMNNG SECTION �;TRLINCATED O O SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SUES). O O O O 3• SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE O O O O O O O O O O O O O 0 CONSTRUCTION JOINT WITH REO(ARED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CAR BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A- 4. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 FLOOR, ► IDBARS ARE -DEPTH TO BE R QpRx l CpdCRE NE ECOTVEOR CENTER ALONG BOTH 90E5 OF THE RAMP Y/i •. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT 0 0 0 0 0 0 0 0 0 0 O O O O O FOR CURB/CURB AND GUTTER. 0 0 0 0 0 0 0 0 O O O O O O O 7. WHEN USED N CONAINCTFJN WITH STAIDARD CG-3 OR CC-7. THE CURB FACE ON THIS STANDARD 6 TO 13E ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 0 O O O O 0 0 O 0 O O O O O O S. CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY 0 0 0 0 0 0 0 0 O O O O 0 0 0 ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CUR REGARDLESS OF WHETHER SIDEWALK 6 EXISTING. PROPOSED. VARIABLE 3• OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRNAI CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGNEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING MINIMUM. PAY LIMITS DETECTABLE LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WLL AFFECT PLACEMENT. ACCESSIBLE ROUTE 6 DEFINED AS A CONTINUOUS UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS WARNING OF A FACILITY THAT CAN bt APPROACHED. ENTERED MD USED BY PERSONS WITH MOBILITY IMPAIRMENTS. DETAIL 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT T WITHIN THE LIMITS OF THE CROSSWALK, CURB O'EIING 6 PLACED 10. TYPICAL CONCRETE SIDEWALK 6 4" THICK. WHEN THE ENTRA4CE RADICANNOT ACCOMMODATE THE ilIR►MNG HIEOUIREMENTS OF ANTICPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASEDMEET 3 OF 3 TO 7". CC-12 DETECTABLE WARNING SURFACE W["`ATE" IIEF[RENCE REV.3/03 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 203.07 VIRGNIA DEPARTMENT OF TRANSPORTATION 502 Z O LLd ct w J Z Q 0 Z Q Z_ Z U 0 J CL w ONJQ � � Z � J Quj U Z U > 0 2�pW000 ��(n N W (n 0) MW uj Jof w O CL ■ J ■ O N a Q) � � w c/ (D l (T % N I In N "o • 0 (0 -�- �. Q) W Y'u)�" " I, ° J -� i C .� M L E GL Wnln-_ t � � U LL � ZN LIJ R IL �LLLI0 cn Zcn J LLJ W 1111 �Z Z O u O IZ %w' 1,TH OF `PI! D f U rIMO YIGAINO 4031, G SSIONAL SURVEY: C. I.: PL-PLC N/A DRAWN BY: JOB NO. TGP 0211001 SCALE: DATE: N/A 08/11/03 SHEET: 1 1 / 11 EX BELL MH 0 EX TREEL /w TBP S 1 29, x 10". w I .1 VAh7(frW, I -',t 1541 K I I A rn t n ri ri ri n I '00 N N N LAWN N N 1' ^ LAWN I n a 135.00 $oCPP2 234.00' PP � 20.00 W PP I I i ' rG �, vi - - 2' NDC 4.5'R 9.00 ai (TYP I G GW' OUTDOOR DISPLAY PARKING AREA CG-6 4.5'R PROP 294.62'-23"x14" RCEP, + i 4 5'R 28.5'R 0.55' CONC m N CL. III O 0,44% Slope N 4.5'R $� L5 APRON LINE ER) o J 9.12' c� - 31.00' N a -- 31.00 - - $ w L3 -31.00'- J � � 10' GUTTER PAN I °' PSPNALT 2' NDC / - R PARKING AREA 1 17' HEAVY PAVEMENT 00 TRANSITION vm g OUTDDISPOOR a.5'R g 4.5 $ 4,5 $ 4 5 a.5'R 4.5'I£- _ 0 7YP. TYR (TYP. 1 TT 8'R CG-6R 10'R I' r PREA - TANS ION NC, I 51.04 1 .50' - G-6 CG-6R ' Z NIRPNC A 8 DRIVE d'R LAWN 1&00, � Ex TREfUNf TBP ®PROP DI-78, Type III Grote TOP- 730.50 308.10' __ 23-x14' INV, OUT-728.00 _ 139.67' PAN TRANSIT N w $ 65 00' I AISLE m LAWN APRON rvtl I n $ q 30.00 �- 00'-� 1- 0.00'-1 3 1. 4 N . WALK pR p C. WALK4.5'R n 4 10' t i - _ �TYP.) a 4.5'R t 1 50' LAWN CONC 36.00' LAWN 7 47' N LAWN z I 24 _ j g I gy 139.67' ^ O Si 00' 20.00 W 4 1 rA I- y' � G GATE rn ' LE `_� x eV. La 3 ENV=N 6' FENCE o 1\,I� 232.00' x u z,= p _ o�WCz ENCLOSURE c�My or 22.00 , 22.00 W a 7i� Lu LA_ � L�M � W�3� %hai AISLE - AISLE - ' `~ s n = W u! a n via HEAVY PAVEMENT � 3W ,o� �l- � O oa� Lei CONC. I g N a u r n G iL G f� mac~ °� PAD OQ m0 Ln% n O ^ o v11 ZWLad�W II QG C,4 ♦ v1� g Y o o az o nv �wKz O NQ N �= W u N� g e a0�s �STF a� 29.00' o w (It � V�,/ CL L fJ yco ASPHALT a i z� }-2,.00 . �a X. ROCK a Z _o AISLE a0 a n8 O _ J Be �jj �� OUTDOOR Oa 0.00'-1 AISLE I 000 - 0 x i STORAGE apmao I (Too, I OUTCROP $mod iop 48,00 ow 7 00 a1 - 20.00' -1 r~ PROP DI-1 n o �4i m 2 6 0 C.O. I �TOp=733.75 -- I ) <W krr wJ Assy 12 0 15" INV. 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SDR-2 m 1y �Ov v 1 AISLE o~ 50.99 (� zO<Oo ' O 45R Q G = m 92 ^ry i pROp D0. ?• G O 5.50 08' W G 0 5, Z 4.5'R - - ASPHALT h� 306 54 $ O; W S 0 5 p 1 OUTDOOR �o. 4 / INa� T ROO -- $ DISPLAY 70 R o 20'R a Xs> U n �� .s Q O(/Tr73 pO / Opa23�) 3g 7'R rI �r g R AREA a $ VWN / 0 0 Z�4 Q�� Oe? M OLO Cee. 15'R- 4 r 1 N � d � j' I 1 N r3� ha7?9? o -- - 1 P FOR rn SNtaCUT IRAN51T10N �~ p �� p O �0 15.50' W E ti /�yP> p �YC4i '� C,' 4 5R i .SO' Aop 0 n� s +� j� OJ megsED - --LAND PRESERVATION © EASEMENT o N II TO STORM WATER MANAGEMENT SYSTEM a IN \ � l,ls3 4 RCP' CLO Lj N \ Ur J o W W >� STORM WATER I MANAGEMENT POND INN=721.44 Ipl ` SMOOT q v - RAISE 6R $. >30 B? /H CHT ti^ 4.5 R w TOP=73 97 05 -41.7 t' / 0 10 aGUTTER PAN X, EOP6'e f TGP TO 4 T G qR Q 'g d.., G .., a OUTDOOR DISPLA'r g a 2 O �M PPVEME TRANSITION NP lN: 0' O C4 p z PARKING AREA N Z a INV OUT=721. 17 i I ~ N Z k 7?8. TpUTT fR 15'R w F ~ E_Xc.�f 5 "' .WSITjp^p4/V 10' FR PAN 6 .. �v �N 4.5'R 4.5'R RAN. 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' +N ) 4.5'R CL III O 0.49% Slope 4 R ly - PR DUMPSTER OUTDOOR DISPLAY I t 50' 30'R AND ENCLOSURE PARKING AREA W 1 198.00' 7d OUTDOOR DISPLAY $I� 0-2 0 PARKING AREA Z r-a O� U� o~ 191%00' OUTDOOR DISPLAY PARKING AREA 19.00' 8 OUTDOOR DISPLAY PARKING AREA $IJ N NI r� - ti89.00' r Zg T 01 n n I1 1 1 40 0 40 I 120 �)ccie i = z+U TT I I I cn z O W Q Z Q Z Z NU W W (A it Y > _JLj d. 0 N J '^ U � W Z V�J (n � _j 0 Z -d- U > U • j Y =�pW0OU N D LLJ ( J U) W Ld W WN 3 LL d ■ Jo ■ om 0 N In " O Z N N r� Cn ^ c �c V) N � �s W(3, ;- 2 cD 't o ° IIIIIIIJ 0 o C a' L v 11 W m S V v L C a 'U) U - p _ U : ° F- E LJ ZCn R N (] a U cf) Z J Lj LJ cf) Z_ Z 0 O LZ TIMO G,/PAINTER a tJ� 82" is 1IONAZI SURVEY: C.I.: PL-PLC 2 DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE 1 "= 40.0' 09/ 10/03 SHEET 3b/10 ABBREVIATIONS GENERAL NOTES MILLER HONDA, VOLKSWAGEN, ISUZU, & SUZUKI, INC. USED CAR SALES & SERVICE FACILITY SITE IMPROVEMENTS PROJECT: MILLER HONDA, VOLKSWAGEN, OWNER & ISUZU, & SUZUKI, INC. DEVELOPER: MILLER HONDA, VOLKSWAGEN, 3985 VALLEY PIKE ISUZU, & SUZUKI, INC. SHAWNEE MAGISTERIAL 3985 VALLEY PIKE DISTRICT WINCHESTER, VIRGINIA 22602 COUNTY OF FREDERICK, VA (540) 869-5000 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. LANDSCAPE 302 S. BRADDOCK STREET, 302 S. BRADDOCK STREET, ARCHITECT: SUITE 200 SUITE 200 WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER Contact: ELLIOTT RITCHIE PARCEL INFORMATION: PROPERTY ID NO.: 75-A-1 1 C SITE AREA: 15.4509 Ac. ZONING: BUSINESS AND INDUSTRIAL_ ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: USED CAR SALES & SERVICE FACILITY CURRENT USE: NEW and USED CAR SALES & SERVICE FACILITY ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 15.4509 Ac.=13.1333 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT, PARKING: MOTOR VEHICLE SALES: 1 SPACE PER 400 SO, FT. OF ENCLOSED FLOOR AREA 1 SPACE PER 3000 SO. FT. OF OUTDOOR DISPLAY AREA AUTOMOBILE SERVICE: 3 SPACES PER SERVICE BAY PARKING REQUIRED: ENCLOSED AREA: 11,485.44 SQ, FT./400 SO. FT. = 28.7 SPACES DISPLAY AREA: 149,393.56 SO, FT./3000 SO. FT. = 49.8 SPACES SERVICE BAYS: 5 EA. BAYS X 3 SPACES PER BAY = 15.0 SPACES TOTAL: 94.0 SPACES ty /-e"HDCP SPACES REQUIRED lam/ (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) LOADING: RETAIL AND PERSONAL SERVICES (1) FOR THE FIRST 10,000 SO. FT. PLUS (1) FOR EACH ADDITIONAL 30,000 SO. FT. OF FLOOR AREA PROPOSED DEVELOPMENT: PROPOSED USED CAR SALES & SERVICE FACILITY FRONTAGE: 650.00 FT. PARKING PROVIDED: 499 EA. PARKING SPACES (INCLUDING OUTDOOR DISPLAY SPACES) (INCLUDES 4 EA. HDCP SPACES THAT INCLUDES �L 2 EA. VAN ACCESSIBLE SPACES) [HDCP SPACES ARE BASED ON THE PARKING REQUIREMENT FOR THE PROPOSED BUILDING AREA AND USE A A4 E*. ] LOADING PROVIDED: (2) 12'x45' LOADING SPACES LOT COVERAGE: USED CAR FACILITY: BUILDINGS/STRUCTURES: 11,485.44 SO. FT. (0.2637 ACRES) PARKING/DRIVES: 216,514.68 SO, FT. (4.9705 ACRES) CONCRETE AREAS: 5,426.99 SO. FT. (0.1246 ACRES) DISPLAY AREAS: 4,935.56 SO. FT. (0.1133 ACRES) IMPERVIOUS AREA: 238,362.67 SQ. FT. (5.4721 ACRES) EXISTING FACILITY: BUILDINGS/STRUCTURES: 19,151.60 SO. FT. (0.4397 ACRES) PARKING/DRIVES: 68.326.25 SQ. FT. (1.5686 ACRES) CONCRETE AREAS: 4,039.33 SO. FT. (0.0927 ACRES) DISPLAY AREAS: 3,453.60 SO. FT. (0.0793 ACRES) IMPERVIOUS AREA: 94,970.78 SO. FT. (2.1802 ACRES) TOTAL IMPERVIOUS AREA: 332,433.45 SO. FT. (7,6523 ACRES) F.A.R.: F.A.R.: 0.7034 Ac/15.4509 Ac = 0,0455 < 1.0 OPEN SPACE: 15.4509 Ac. - 7.6523 AC. = 7.7986 Ac. (339.707.02 SO. FT.) (50.5%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SO. FT, Of Impervious Area to 100,000 SO. FT. Plus 1 Tree Per 5000 SO. FT. Of Remaining Impervious Area 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 2000 SO. FT. Of Impervious Area: 100,000.00 SO. FT./2000 = 50.00 => 50 TREES (Required) (238,362.67-100,000.00 SO. FT.)/5000 = 27.67 => 28 TREES (Required) TOTAL => 78 TREES (Required) => 78 TREES (Provided) Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge)=> None Required (Display Area) None Provided 5% Interior Landscaping Islands: 216,514.68 Sq. Ft. X 5% => 10,826 Sq. Ft. (Required) Landscape Islands: => 11,704 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 499 Parking Spaces/10 => 50 TREES (Required) => 50 TREES (Provided) BUFFER: NONE REQUIRED ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTING (SEE ARCHITECTURAL PLAN) AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS PHASE OF DEVELOPMENT OF THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE PRODUCTS. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. ED W0D/n19 WOLK�VV/n1�0�g zuzu9 AIJVD 8UzUwLr\\ MCI] UZ[F=[0 CAN SALES AMID SF=RWOC�� IFLQC�O���� 3995 WALLEY IP GwnE 3'r-fl'AWHEE MAG 37ER AL 0D371ROC7 0 E I T Jim 11illm COUNTY OF FREDERICK FREDERICK COUNTY, VIRGINIA TMI: 75-A-2E STATE FARM MUTUAL AUTOMOBILE INS. DB: 841, PG: 1341 ZONED: B2 USE: COMMERCIAL & INDUSTRIAL 6_ A SITE O' 2-i /'So ebro f N, �ort i oy '�o / wnTE T oowEa kef one y !iA• a 0 � ke � • VICINITY MAP 1"=1000' OLD LANE- DB: 590, PG: 411 S 45028 39" E 1063, 93' I I P III 11 T T.M.: 75({A))11 C GEORGE AND JOHN MILLER PARTNERSHIP, L.C. D8: 608, PG: 273 DO: 892 PG: 634 _ ZONED: B2 GJ-H-ffi _ USE: COMMERCIAL do INDUSTRIAL �� �� AREA: 12.43 acres 04W_� (I teq ti y r3 \ V TM#: 75-A-2G lip, VALLEY FARM CREDIT DB: 02-11011tr ZONED: B2 USE: COMMERCIAL & INDUSTRIAL \ ( TM#: 75((A))11C MILLER AUTO SALES, INC. - DB: 793, PG: 599 TMfj: 75-A-2 ! r`" I ZONED: B2 HORTON INVESTMENTS USE: COMERCIAL & DB: 954, PG: 1069 \ �J p - INDUSTIAL ZONED: 62 r� ,� -- 4� AREA: 3.0155 acres USE: COMMERCIAL & INDUSTRIAL N 45'.28 39 " 1r 393. 74 ' N 45°28 39 " W 633.21 ' TM#: 75((A))21 TM/: 75((3))20 RALPH S. GREGORY FELLOWSHIP BIBLE CHURCH DB: 954, PG: 1320 \ DB: 954, PG: 1320 ZONED: B2 ZONED: 82 USE: COMERCIAL & US - COM►IFRCIAI k PROPERTY BOUNDARY LINE TABLE LINE BEARING DISTANCE BL1 S 54'44'23" E 50.00' BL2 N 58'43'37" E 29.00' BL3 S 44'31'22" W 1 222.75' PROJECT OVERVIEW 1 if = 100' PROPERTY BOUNDARY CURVE TABLE CURVE RADIUS ARC LENGTH DEGREE OF CURVE DELTA ANGLE CHORD LENGTH CHORD BEARING BC1 370,00' 69,89' 22'55'06" 10`49'22 69.79' N 60'09'04" W BC2 260.00' 155.60' 21'58' 19" 34' 1 7'21 " 153.29' S 48'25'04" E BC3 1436.00 196.92' 347' 14'50" 25'52'40" 195.25' S 18'20'03" E BC4 1159.00, 1 8.77, 150*46'42" 03'09'37 8.77' N 06'58'32" W 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. �ALTH 0�. L No 18260 ' >� .SIONAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT D IA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT, FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL, TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCHCH TO TO BE PER FOOT. A N THE GUTTER OR 0LENGTH SNP) OVER LIST OF DRAWINGS. SHT. 1 /1 1: COVER SHEET SHT. 2/11: CONSTRUCTION NOTES AND EROSION AND SEDIMENTATION CONTROL NARRATIVE SHT. 3/11: OVERALL SITE PLAN SHT. 4/11: SITE LAYOUT PLAN SHT. 5/11: SITE GRADING PLAN SHT. 6/11: SITE EROSION & SEDIMENTATION CONTROL PLAN SHT. 7/11: SITE LANDSCAPE PLAN SHT. 8/11: STORM SEWER PROFILES SHT. 9/11: STORM SEWER AND EROSION AND SEDIMENTATION CONTROL DETAILS SHT. 10/11: WATER LINE & SANITARY SEWER PROFILES SHT. 1 1 /1 1: CONSTRUCTION DETAILS 3 3 3 at O 3/ ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL --- PAINTER-LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: paintlew@earthlink.net P. CONSULTING JOB NO.: 0211001 SHEET: ENGINEERS AUGUST 11, 2003 Latest Revision Date: 10/Z4/03 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4, ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES 'WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY WAS PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. UTILITY COMPANIES: ADELPHIA CABLE ENTERTAINMENT (800) 835-4949 ALLEGHENY POWER (800) 255-3443 SHENANDOAH GAS COMPANY (540) 869-1111 VERIZON (Telephone) 954-6222 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U.S. ROUTE 11 (VALLEY PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF 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. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf), SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IN THE AREA AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NEEDED, SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL BE APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER, ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. FILL MATERIAL MAY BE OBTAINED FROM THE SITE OR FROM ADJACENT AREAS AS DIRECTED BY THE OWNER. ALL COMPACTION TESTS PERFORMED AND THE SUBSEQUENT REPORTS SHALL BE SUBMITTED TO COUNTY OF FREDERICK BUILDING DEPARTMENT. COMPACTION TESTING AND THE APPROPRIATE REPORTS SHALL BE PERFORMED FOR FILL PLACED UNDER ALL PUBLIC UTILITIES, AS WELL. THE COMPACTION TEST REPORTS SHALL BE SUBMITTED TO THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A). 5. THE EXCAVATION AND FILL PROCESS SHOULD BE PERFORMED IN SUCH A MANNER AS TO ACHIEVE A BALANCED SITE. IT IS THE INTENT OF THIS DESIGN TO HAVE A BALANCED SITE USING ALL MATERIALS INCLUDING EXCAVATED ROCK AND TOPSOIL. OVER -EXCAVATION MAY BE NEEDED DURING CONSTRUCTION IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING THE EXCAVATION PHASE OF THIS PROJECT. ALL TOPSOIL AND UNSUITABLE MATERIAL SHALL BE STOCKPILED IN AN AREA ON -SITE, AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE FOR LATER USE IN THE LAWN AND SLOPE AREAS WITH THE REMAINDER TO BE LEFT FOR FUTURE USE BY THE OWNER. IF ADDITIONAL FILL IS NEEDED, THEN ADDITIONAL GRADING ON -SITE WILL BE PERMITTED TO OBTAIN THE NECESSARY FILL MATERIAL. THE BORROW PIT SITE WILL BE DETERMINED BY THE OWNER, IF NEEDED. IT IS NOT ANTICIPATED THAT OFF -SITE BORROW MATERIAL WILL BE NEEDED FOR THE DEVELOPMENT OF THIS PROJECT. THE CONSTRUCTION PROCESS SHALL ACCOUNT FOR THIS DURING GRADING PHASE OF THIS PROJECT. THE CONTRACTOR SHALL CONSULT WITH THE OWNER, THE PROJECT ENGINEER, AND THE PROJECT GEO-TECHNICAL ENGINEER TO ACCOMPLISH THESE OBJECTIVES. 6. THE EXCAVATION AND FILL PROCESS SHALL BE PERFORMED FOR THE ENTIRE SITE DURING THE INITIAL PHASE OF THIS DEVELOPMENT. ALL TOPSOIL MATERIAL SHALL BE STOCKPILED FOR LATER USE IN THE LAWN AND SLOPE AREAS. TEST PITS MAY BE PERFORMED BY THE CONTRACTOR TO DETERMINE THE SOIL TYPES AND THE EXTENT OF THE ROCK ON THE SITE WITH THE PROPER PERMISSION BY AND COORDINATION WITH THE OWNER. 7. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER AND OR THE UTILITY COMPANIES. IF APPLICABLE, BLASTING OPERATIONS SHALL BE PERFORMED AT A MINIMUM OF 50 FT. BEYOND THE END OF ANY TERMINAL UTILITY LINE. PRE -BLAST SURVEYS SHALL BE PERFORMED OF THE SURROUNDING STRUCTURES PRIOR TO COMMENCEMENT OF ANY DRILLING OR BLASTING OPERATIONS. 8. ALL SLOPES, LAWN AREAS, AND PLANTERS, AND BERMS SHALL BE FINISHED WITH A MINIMUM OF 6" OF TOPSOIL, ALL AREAS SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER. 9. ALL DISTURBED LAWN AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED, AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MAIN, AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. A NEW 2" WATER SERVICE WILL NEED TO BE INSTALLED FOR THE PROPOSED USED CAR FACILITY. THE WATER PIPING SHALL BE 2" DIAMETER CTS POLYETHYLENE TUBING AND INSTALLED AS SHOWN, 5. THE EXISTING 8" DIA. WATER MAIN SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS AND SHALL REMAIN IN SERVICE AT ALL TIMES. INSTALLATION OF THE PROPOSED 6" FIRE LINES SHALL BE IN A MANNER SO AS TO LIMIT THE DISRUPTION IN SERVICE TO THE EXISTING FACILITY. COORDINATE ALL CONSTRUCTION WITH THE F.C.S.A. AND THE OWNER OR HIS REPRESENTATIVE, 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. a) A WATER SERVICE (AND FORCE MAIN SEWER SERVICE) REQUIRES THE INSTALLATION OF A SADDLE WITH A CORPORATION STOP AND MAKING THE TAP. b) A GRAVITY SEWER SERVICE REQUIRES THE INSTALLATION OF A WYE, 18" LONG PIECES, AND 15" LONG, FULL CIRCLE, STAINLESS STEEL REPAIR CLAMPS. c) THE FCSA INSPECTOR ASSIGNED TO THE PROJECT SHALL BE PRESENT FOR THE INSTALLATION OF EACH CONNECTION. 8. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: a) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP. b) THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MAKE THE LOCATION OF THE TAP; (4)MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND THE EXISTING STORM SEWER SYSTEMS AND DRAINAGE CHANNELS ON THIS SITE.. THE DEVELOPMENT OF THIS SITE WILL RESULT IN AN INCREASE IN THE RUNOFF FROM THIS SITE. THE VELOCITY OF THE RUNOFF WILL BE CONTROLLED AND DECREASED BY THE PROPOSED LEVEL SPREADER AND WETLANDS AREA PROPOSED FOR THIS SITE ADJACENT TO THE EXISTING POND AREA. THE EXISTING 48" CULVERT UNDER 1-81 IS MORE THAN ADEQUATE TO CONVEY THE PROPOSED STORM WATER GENERATED FROM THIS SITE. THE DAMPING SYSTEM OF THE PROPOSED VELOCITY DISSIPATER AND THE WETLANDS AREA WILL LESSEN THE EFFECTS OF THE STORM WATER RUNOFF AND SPREAD THE RUNOFF TO PRE -DEVELOPED CONDITIONS. THE PROPOSED GRADING AND PIPING SYSTEMS IN ADDITION TO THE EXISTING STORM SEWER, DRAINAGE SWALES, AND PONIDING AREAS ARE ADEQUATE TO CONVEY AND CONTROL THE STORM WATER RUNOFF. THE BUILDING ELEVATION HAS BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL IN THE ADJACENT DRAINAGE CHANNELS. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CURBS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED DIRECTLY TO THE STORM SEWER SYSTEMS. AN OIL AND WATER SEPARATOR MUST BE INSTALLED IN THE WASH BAYS PRIOR TO DISCHARGE INTO THE STORM SEWER SYSTEMS. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE WIDENING, DRIVE AISLES, PARKING AREAS, AND DISPLAY AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE (CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP (8) BUSINESS (AUTOMOBILE SHOWROOM) OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. THE SIGN SHALL COMPLY WITH USE GROUP (U) UTILITY, SECTION 312 OF B.O.C.A. AND N.F.P.A. 30 AND 58. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 6. THE INTERIOR FLOOR DRAINAGE PIPE SYSTEM SHAL BE TRAPPED AND HAVE N APPROVED GREASE/OIL SEPARATOR INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE. THE DISCHARGE THROUGH THE STORM WATER SYSTEM SHALL BE APPROVED BY THE VIRGINIA DEPT. OF HEALTH PRIOR TO PERMIT ISSUANCE FOR THE SYSTEM. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-2 ZONING DISTRICT, 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN, 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS, AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. 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 a new Used Car Division building and service bay, related driveways and parking facilities, site grading, water main and water and sanitary sewer services, and related site landscaping. 2. Existing Conditions: The 15.4509 acre site is currently partially developed with a New Car Sales and Service facility with - re►ated parking and service utilities. The site has approximately 650 linear feet of road frontage along Volley Pike (U.S. Route 11) which provides access to the site and 646 linear feet of frontage along Interstate 81 on the easterly side of the site. The existing buildings and parking facilities are located in a low area of the site that gently slopes from the Route 11 right-of-way to middle of the parcel. The undeveloped portion of the site behind the existing facility slopes up to a ridge and then downward towards the Interstate 81 right-of-way. The northerly portion of the site along Route 11 is proposed for the new development and generally follows this some topographical pattern. This condition will necessitate the filling of the site in front of the proposed building and cutting the site towards the rear of the building. The drainage for the proposed development will be collected in a proposed storm sewer system where it will discharge at the rear of the site. The proposed discharge area will be relatively flat and has been designed as a wetlands area. The storm water runoff will discharge directly into a level spreader to dissipate the velocity and then spread across the wetlands area, eventually discharging into a 48" storm culvert under Interstate 81. An existing pond exists at the rear of the site adjacent to this proposed wetlands area. This pond is to be preserved and be maintained undisturbed during the construction process. 3. Adjacent Areas: The site is bounded on the north by a large tract that is currently undeveloped. This area is generally open with sparse trees and vegetation and is being used for agricultural purposes (livestock). The property is zoned for commercial development. The southerly property is currently undeveloped, as well, and is a completely open field. This property is currently zoned for commercial development and is not being used. The eastern side is bounded by the Interstate 81 highway with sparse business uses on the eastern side of the interstate that access an existing frontage road that parallels the Interstate. The western property line is bounded by Valley Pike (U.S. Route 1 1) with commercial uses on the western side of Route 11. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing Church and School facilities. 5C: Carbo-Oaklet silt loam: Very Rocky, (2%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 35%) 8C: Chilhowie silty cloy loom: (7%-15% slopes). Hydrologic soil group C, Class II Soils. (Approx. 25%) 32B: Ooklet silt loam: (2%-7% slopes). Hydrologic soil group C, Class II Soils. (Approx. 40%) 5. Critical Areas: The existing pond and drainage area at the rear of the site. 6. 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 and the existing edge of pavement of Valley Pike (U.S. Route 11). 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, oil 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 bockfilling. 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 veget ative cover shall b echecked regularly and any dam aged ed areas shall be repaire d, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, silt traps, 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 diig 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 vegetative and tree protection controls around the existing vegetation along the main roadway accessing the site, b. Construction of the construction entrance. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. d. Installation of the proposed diversion dikes to convey and runoff to the sediment trap. e. Installation of the sediment trap. PHASE III: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed. b. Rough grading of site. c. Building construction. 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. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. I. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil moterialls 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 necessairy. A trash rock shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rock 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 trap 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 resold-4 as required. FROM WASH BAY INSTALL RISERS FOR MAN -WAYS, AS REQUIRED. (Typ.) FIN. GRADE = 739.0 INV. IN = 735.8 Ln I I Ii-i 11 � OIL 8c WATER SEPARATOR TANK DETAIL N.T.S. VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST DITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ((VDOT) ROAD AND BRIDGE SPECIFICATIONS, TAND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS S AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. T TCONSTRUCTION R T 4. I N F TURFS RELATING 0 0 V DESIGN EA O 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 COMPANIES ANDVDOTPRIOR TO OINITIIATION TY AGENCIES WbRKTILITY V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING T THE T FROM THE ADJACENT T PROJECT F O E ADEQUATE ACCESS 0 E EC 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. (ONE REQUIRED) OPEN TEE 18" 9'-0"- -.1 TO SEWER i" DIA. SCH 40 PVC (TYP) LI+ vir+. r r\rvvic P. COVERS IO Z Z 0 V) F�- W W �<_ > 0 Z F- 0aWQ Z w V Q Z0 X Q V) Z 0 0(-) c J W Z Q 0 Z Q Z_ ® Z 0 W X �/�yy V) w � it- y � _J a. w > < ILL Z '� W 0 >U Z < > � Y V/ =D®Woo p X N W (n� (� w to o Ld =f w o X l_ a- e O e O N � O N r0 a, � (0 N rn 0) (\ c c . N I ® � N 00 UJE v 0 > V) � 3 1 . co s CL ;_ n W L r- T V o R N O M IL OPTIONAL H-20 LOAD RATED TOP (N/A) Z 0 J W - - W _Z 2" 00 Efli- III=1 UF LLL -r-- - INV. OUT = 735.5 OPEN T 8%24" FLOW - PORT rt N SECTION 4" BAFFLE 1000 GALLON PRECAST WALL 18 CONCRETE CHAMBER BY CLEARFLOW CO., or equal. 6" #57 STONE BASE . °�Utl'O°°,OtlO�o°U°O°O°O°OtlO�. COMPACTED SUBGRADE )/ �unnk' r_ /01klMTM a ONAL SURVEY: C. I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: N/A 08/11/03 SHEET: 2/11 BELL MHO ®PROP. DI-78, Type III Grote PROP. MH-1 TOP=734,0 EX. TR£ELlN£ TBP TOP-730.50 4@PROP. DI-38, L=8' t 23"x14" INV. OUT=728.00 /� 23"x14" IN. IN= 26.70 TOP=729.40 i, -- . 3+5x10' 139.67' J ' `-_ 1 - - \._ rf _: ` 7 ti- i _s /t - / __ _�. /!3.67./�;.._ EX. TRE£UNE T8P ^ �f �1y"JNt>. IN=,7Zt?6 4 r 30"xj8 INV. IN-72470 / -`` .£X. TR£EUN£ TSP YDOT MON ` f 1 ter., _ F / f` _��. A'�' . .�' 1 30"x19" iFN; OTT'-726.30 . �, ^--3b°�ct$ -1t4V �. �.. r. 5 .PARKING SETBACK_- { ib N N N LAWN 1 / N Nm PROP 1 9 -1 0 i1{ N . Z 3. 3' 8" RCP, n LAWN CL, ill ® 0.75% Slope I I U M + 135, $q4.,5"R - 23 00' 20.00' 2 7.00 w Pf �6 Pt$ k�i xt 2' NDC .G" 4.CW i OUTDOOR DISPLAY PARKING AREA CG-6 ;r PROP. 294.6-23 x14 RC P, 4.5'R 4.5'R 4.5 R28 5'R 0.55' CONC. 0oN CL. 111 A 0,44% Slope N (rn') 9.t2 PR. DUMPSTER OUTDOOR DISPLAYL5 APRON R c L3 AND ENCLOSURE PARKING AREA I G-31,00, N 31.00'--- [-3 .0 -t �- 10' GUTTER -PAN a A.SpgtLT 2' NDC - PARKING AREA 1.17' .00' `n - R - R HEAVY PAVEMENT 8 TRANSITION "� a OUIDuuR 4.5. 4,5 4,5 4.5'R DISPLP 4.5'Rs TYP. ;: {TYP, 1 ' 8'R CC-6R 10'R N PREA TrC7)1 ION 1VC: .FT I 59.04' 1 .50' G_6 - CG-BR 00 z DRNE0'R NtMR 0..__FN 5 AISLE LAWN1 CONG, M M 44 zz g I • %1PR�r1 GUTT __ _ ____ ____ R 1.5 . - W&K :- WAL 1 .50' 4.5' _$ > (7TYP.) a 4.5'R t 1.50 LAWN NC • 36.00' LAWN 7.47' LAWN a U.-i 24 Q' O ��_ > N ®W MILE _ ._.___. -__ 1.� �.__- -._.__... . _ _ _ sY g C! 3 i7 N V 6' FENCE T4 _.___. _._�__. _ Y 3.= lJ r7 moo` € z ENCLOSURE o,� 3 OUTDOOR DISPLAY $ _ ---,_ '--22.00' 232`00 _ _....a__22.00' �_- _ --- w c7iN W L46 L� "' M a��a HEAVY AT�,C40D -__ zo PARKING AREA N a 1 A1S1 E AISIE ? Q a~ m W ` "+ 0 a�j PAVEMENT �$ w� A _~�.. .$_ - _ - pgyt 3d n �m� �z�a�vi p __ jz N z as I ii .e< M 0- ao CONn a e7[t� .I J �. j1� faf1� �r O O Ki Na 2,027 Q> �^ 4h-PAD'. ` :2[ a� ..._ _ $ L _ �d L_ i e n o CIG Ci 0 _. atn ,n _ I Z W W W I( 5 w eo 0 0 g a _z �" ^gv ' _ •- t.. ` ASPHALT o,nt - az N x °d u o"'z y: w OUTDOOR g {j o {i k- v o s t� ]STORAGE °chi a:: 19 0• 29.00' W a O N AREA Mo* 24.00 av, atnbev w a r }'- X. ROCK AISLE t91C �jj a J AISLE fYyp�� _` OUTCROP ad _ ° _-__ ..__ __ _ 48.00' a0' �- 20.00' ~ P'ROP. DI-1 72.00' ' _ _ - _ 0 C.O.7 n _ / PROP. F.H./J2 (TYP.) Q1m 2' 00�^' OP=733.75 0 0 :` ^� w j 2 12. 15" INV. IN=731,4591.67' "� i �O5 $'! _ _ f a r-_. a 0 PARKING AREA Y N a 15.50' _ _...._... ___. 4. og �i5,50 1 GUTTEE P $ LAWN 37 24 ��f 1.00' 'xo• N•�1 TRANSIT No 4 COH':;WA(1< $r� 4,5'R 28 aoa^o _- ___ � Q � e: z h 10' CUTTER P V45'P4.5' I ' To `PAN"` _ �., }' ao -__ V LAWN h TRANSITION i . 6.50' � 16.50' 00 _ PP N t8.00' a0oro Q 6"0 CO.c� _ ao 0 40. vi 1 .50` =33.5- 31.00' 15.50' sy. LAWN v 36.00' �n I 44 6A - - 4.5'R 1 k5 M 0.0Q -t i7 4.5'R 2 4.5' N h` ...'HC RAM RAMP '� LA UGC 2(T1'P•) ~ jfp--., -P.) - 15'R 1 61YP n_YZC5CRP.0P !Y��N(-aao v 9 C iey8 . r 3 t 'fit% N •' Ado' v nt_: 10 GUTTER PA 0 >> �2 4"m PVC ' 6%I `o $ . 0.00' a I OUTDOOR DISPLAY $uk ai TRANSTION 1� %. �- ��`i f� m w NOUR Q �` !! �i roA _ (�!j _ .. f `�� U 00 r^ q �MAIk PVC. DR : - ER on / o o I_ _J a .00 if $ TYP) o� a Zo N y ,> I _ --L�_ PARKING AREA N a o n h 4 1@ 4:5 R ° �6F� Q� V" I o 5 v, .6 O ?' S.50' 7 o a Der N GG 5'R N $o 1S < /.1 4.5'R or 1} ASPHALT c0 ! tt 306 54 $'�tOP. !i0' o a,x 1$ 3 7 oci 1S' /9VI lNm ®pQOA 15'R �- 42 g OUTDOOR 70 cA PVC20'R "�' U S.09 2 / OVT231 j 0pe 0/ DISPLAY b 1?OP C $ LPWN OND n 4 o N 2 ti4 A f Q)30 S, /Hk3�Oe L$8 607 R jXz 00 N ' ' % EOP w as ' SAYt EtRANSff10N• ' EX. CG,/NP��7 pq / pA�FM ^�/ y a.S,R 15.50' t oo SiA 4 3' 6 O,g F 4.5'R N a C$ ER PAN-( X. LOP 6 0S TOP J R lO• ? /NL'i� / d.••` NC'.': Td OUTDOOR DISPLAY g N a-Ai.71' I k-o 10 GUTT pypOF ! O G RF I pQ g a- PARKING AREA Na Ok.i VEIAEN .i" Z TRANSittON �E/ N°`7? T L/T1E ! Q ac. N PPS w L f.X.__wC� k 8, 5' `t RgNS�R AqH c, C� ^ �-F�„$L } f _ CV 539'R O CG /�/� RAN N S 6 20•R . a... ,0 1 • r.--.'."`-SIGN .., g (( ,� 00 n _ 20 wv - o za g .00 � P. _ ___ ___ _ �✓" EX. t FH fi_•'_.1P� �, ., � 5 �•..._ 1 `.•. >);p ', % O „�. n- I OUA £LF.0 BOX J z "' t t 3.0 NOTE: s t SIGN PLACEMENT OF 1 1 _ - R,.LP LOCATE & RAISE tri~--�r�£ t� CG-12 CURB -I- CONC. S B4Sf 6" Tlit.'£ ' / ES VALVENEEDED ORES STFky� ?p•SS�R v RAMP SHALL 'y Al "' `..� S OUTDOOR DISPLAY w BE BY THE FINALIZED I�ILITY BOX �. CDNC FLU �� STY GRATE h~`~�� Fa ~` . 39� PARKING AREA $ INSPECTOR ' T/Oy�P�=73 '4)9 2.58' 10' GUTTER PAN cNv 8 ENGINEER. 8" tF<£r" }• W OUT= 30.49 R O TRANSITION e ( APRX, LOC, ---- £X. fYL 'op \. +� S 4G� 4.5'R OF OUTDOOR � Pp DISPLAY AR £A '��� tQ JRE£�' e2 aOO ` r / �•R TYP. $ ri �y� 14 \ / 10TREE 1 1 ® 4c cl A�j �1D 1 N .-w TP, F LAWN tt �n� �,--• � 111 � to RIFE � � �� � •� EX. CANOPY r c \ . FH 1WINV OUT 7276? t0 TR££ ` ,0 ' s 18'R IV' $ THEo NZ O BELL MR 24.r-1 T I7 Ll �" EX. ?0' y� OW -_ 10' GUTTER PAN NfA c y C4 �" - 4 TRANSITION ' 1 _ f. 1 _ _ � s �` r £ �- -, ems- ,'.•.�- �_ i07.8i � T/OyyP=�/y734p.5g0yg to !>0,42 SCR SMT. t' ~ 11kM1 /N;7 .77 "1 _.14.24_ P�BA Dl 728 TOPa 1 - r`^ lNV OUT=728.22 � t8" 734,00 �se) �-}..._ y FUS7 144 L 23. ' EX. OUIIDING �� �r 1NV. 1N�728.0��,.�,�/J (FF=734.64) -�V-4 MUM NWA Cal: OUT.728.05 11 rVER�1° EW F1ELDjS _ r� PP STM GRATE q� 04 I13 M1 LA 122.4' I TOP-7 '7 + !NV IN 2). A ,�'� INV OUT 724 3t `; APRX. LOG. DW _.< 0I OUTDOOR AIR COMPRESSOR SHED DISPLAY AREA I FUTURE AISLE PP RELOCATE PP ' AS NEEDED 5'R PROP 61.61xi'-30"9"W RCEP, L. III ® 0.49% Slope 1.50' 30'R 011 CG-6 G-6R` j nA ADD in a rca a s1�•I•' 3�'S6 ._. o�'n �'fa °� I -Co.6R c�i ���pp SED y LAIpRESEwAT10N s 30 O' O EASEMENT 6 N E n TO STORM WATER 2L h MANAGEMENT SYSTEM ' w N \ J � 48 RCP�"717.83 5R N a r, t � o: v' 4ao 0. o i � WF j � j0 II t� 0 15' G +o o�rt STORM WATER 1 a MANAGEMENT POND `o INV 724.d4 \ o r' Cnn/�G TRJS , y UT1 /O rF TRAN � l 7111 �° l - l6 { r .(8) 2" White Pines "- --I CONNE( LION FUTURE PHASE. 3 FUTURE PK86F 3 a. 6" White )nr, (3) 6" White I'117es. While Pine-, 6" While Pine � �^ r _ r , - E'T84CK 1 _ tea_ _ -ter`- �_5�PARKKTNC S 1 N 4E6W 2W A► , 1 tt , ,PP , , , a a 4.59' 4,5'R 1 4,5R �f 1.43' n5R .., gg TOP lN3W O f / IW OUT- 725.99 OUTDOOR 015PIAY PARKING AREA r --'-\ DEPARKINGDEAAY r IN _ 1 - i 72 •...._.��.....m<-.��,.,,.,,ten.,,.,...".��...,,-.",..�>_.� �_M _.....,,,�«..._�_ _....�.._ _ °`�.�_. ._._..__ w__..-.....__y..�.��..,�:�.�„�...._..-.._____ ..._._..._ __.____ .---_____ _..___ __....- ___._� N 46 W " Jr 49.W &' NOTE: THIS SITE PLAN DOES NOT APPROVE t THE CONSTRUCTION OF THE FUTURE I PHASE 3 DISPLAY AREA. A SEPARATE SITE PLAN SHALL BE i SUBMITTED AND APPROVED PRIOR TO y CONSTRUCTION OF PHASE 3. 40 0 40 f 120 JCafe I = I+'U T1 , I 1 I 1 Z Q Z Z WLJJ ,^ Y-cnJ� > IN Z W Z O W U �[�WaO_ NW (n0)w W �J ch d W o�cr- LY Ll 6 J0 r a O N R c `= O D (p N tr) cr) (D C / U) a (2 N W J � �,�o@ U >` o� Ln E 0- uiL m s U p o - ~ LLJ Z( 4 N o flo a 0 Z J W �W �5 0w j�OF7 J TIM PNo . PAINTER > 18260 0. 10l all$ 3 `SSIONAL SURVEY: C•�,; PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "=40.0' 09/10/03 SHEET: 3/1 1 BELL MH o Ir F VDOT MON I1� CID � 5' PARKING I SETQ4CK 0 n Ni N `', EX. TREELINE TBP 3bg:J 0' PROP. DI-76, Type III Grote TOP= 730.50 23"x14" INV. OUT=728.00 w ro N N LAWN oCG-2 _ ® OP=734.10 ®PROP. DI-3B, L=8' 139.67' _ 23"x 14" INV. IN=726.70 f TOP=729.40 " ' EX. TREELINE TBP �� ` ��_ r ;� �` �N IN=728.6� ✓ '�" " 30" INV. INV. IN=724.70 n f. �' "SEX. TREELINE TBP ' S 45'2B39w E 1���%� 30"x19" TNV. OUT=726.30 -^ -30 c/1c� FK1V._ OUf--724:50' ' v-1 (j m 5 PA K/ G S _ _ . FENCE - --T - - - -� __- _ - _ _ _ - 5' PARKING SETBACK- 00 00 00 r-4 i Vi LAWN N N N PROP. 213.93'-18"0 RCP, ® i-- CL, III 0 0.75% Slo e x * 135.0 o _ 23 .00' 0 20.00' - 2 7.00 PP RELOCATE PP cJ O_ I�W P -- _ _ 'r' _ _ ^- I-- _ o 'n o , PP !� o u1 PP tn^ -T_ _ I oo� .._..__._ � ._... � o� v7 � � 7 7;:6`, _ CG 6 AS NEEDED 2 � I {'� / 4.5'R _ 1 �1} 19,00' `�'" - N - - - `ia 9.00' I PROP. 61.61'-30"x19"o RCEP, O I Ce 2' NDC G- I s 1YP. 1 " TYP, 4.5'R CL. III ®Q.4g% Slope � W) I� GW 1 28.5'R OUTDOOR DISPLAY PARKING AREA CG-6 0 4,5 R 00' PROP. 294.,62'.-23 x14 . RC P., 4'.5'R 4.5 R i > 4.5'R 0.55' CONC. o6 cli CL. III 0 0.44% . Slope N 9.12' OUTDOOR DISPLAY 1.50' o w L5 APRON GUTTER ,n (�TYP.) PR. DUMPSTER 30'R s G 31.00' N� LINE o O o w L3 AND ENCLOSURE PARKING AREA o w d 31.00' Q vT-� 0 r I 31.00' o -' 10 GUTTER PAN o - G' I A i pc,PNA11 2' NDC CG-6R - CG-6R HEAVY PAVEMENT "' d TRANSITION "' d CC `o PARKING AREA 1:17' 00'. 1 1 OU1p00R --o,. _._ _. 4.5 o 4.5 0 4.5 R 4.5R. ' 4.5' 0 00'. 0 ' , i0'R G-6R o - I p1SPLAA' 4.5'R TYP. (TYP. (TYP. 1 TT R PAN 8'R CG-6R . CQNC,. ° 1! C14 MT, AR59 Q4' - - T ANSI ION W 1 .50� CG 6 CG^ 6-� --- - - - _ Z NTRNOE �^ n II A� _ CG=6R .00 0 � 0 3 DRIVE 0'R � o on: .00 u i o' T J b AISLE ' CdNC: LAWN _ 1 a.00' to .00 o 4� J I I T _ A 0 (-_ l I� TRANSIT ON W 5.0 I LAWN APRON ^ "� oQ / I P L__J _ - z Nan m a Z O 6u ` c� 1. o W K M 4a C: WALK' Y < 4.5'R a _ I u? > > ! O - -I- -. ch 30.00' 2 .00' 00' w 50 NG ftL. N 1 .50' .i TYP. > 1 1.50' 4'ROP. ; N `' . -. 19 00' Q tU4 M� o Z z °� O �s O t~ I o oa - - a 4.5'R LAWN CONC - .: 36.00' LAWN 7.47 0 LAWN I z a a w a II s o, c��165 Ve4 z t` 0 0} 139.67' . . 31.00'. - �`} a.� 'n}. O x x -p F, '�j• 4 24.00' O� _ _ _ _ _ F-. _ '�j . N `'.. W F- d;F- O Q � O O Sr t:� _ _T AI LE 3 g I ( o a M rry CJ Y `r V (' o cn ai d o O 6'. FENCE c� %j 1y 232.00' `� m zQv p Q Z �� '� Mo �- Ez ENCLOSURE ����h o� liz; OUTDOOR DISPLAY o h 1 --- -- 22.00' _ _ _ 22.00' W;� cn� W M w� g HEAVY 0'O' 4: i- z PARKING AREA N Q o I - �-- AISLE '� ''- AISLE -. a~ �� 'r' = W - • U) °'raga PAVEMENT .�(��o Wo N CG 6R I1 14 0 Cr) c� . 3rr �> U = d' p a c� rym � LA a�, -- - o __.-- - __ } _-__ ° oo .z r` w I aa)o m • _ �,� a zawo auo 17CONC. °o� -' o 0 30 0' I _�_ _-- g W o �n Q ri o cfl a � Q > to a Q r-., N. a c� .� , ui N a o. n_ i7 ors G C1 CO 2 r, a cn m PAD . U r` n. z ;, a o LE �� �(19j- `S o I� -_[1`� �n o N10 �d�nll II�-r. 3c� a F- oa. °`'� _ _-__ o � °d l o O .1 c� Mo z Z W W W 1 ;-oz g - c° a o� .00, I a In -- r.-__- o OZ' `° Ni �w�- O N .- = t; tin-O.�n ! 44 N.. .b0 TO STORM WATER M o g d a z p Y oow~N = O pM • .' _ TYP. o^ MANAGEMENT SYSTEM z - ��_ a - -- - _ _- ° Y -- -- �_ _. a c > gpz $i }- w OUTDOOR X �z on I�oY LA d o �a a.> o - O . wa a II - I M o o o _�'.=� _ -- _ ~ - - O Orr STORAGE oaa _ 19 00' NI Q; o a _ c� a a.w a w x O z 2 .00' -�d� a z - - o --,--24.00' a- W \ a �. AREA a oc000, .. acn a-cn®cp 1- _w w0 _ a� 0.00' ISLE a }' Z o a X. ROCK o Y _O AISLE y O w 9.0 a Q I11 oYP O OUTCROP o a - - ----- --- _ r48.00 Q Q ° wQ Z O �� y ~ PROP. DI -1 a �w :� 72.00 PROP. F.H.#2 w (L 0 c"�m __ -__ 2' 0 C.O. TOP=733.75 TYP) Y (n t ss o� O �. o dw'-w �i-, R° Y 12.0 15" INV. IN=731.45 r> `b OUTDOOR DISPLAY o N W a J 34.00' 9 t .67' _�_ _ _�' CG 15.50 1 GUTTE P N ' ��' PARKING AREA Na 15.50 woo o N o LAWN 6.37 'LAWN 4 ��' G-6R I - TRANSIT No 4'. C C.;WAl�K t: 4.5'R 281.0 axx oa ao �' o h 4.5'R 4.5' ` z 10' GUTTER PA ��f` "PAR-___ oaoa W a a LAWN '� o �. 3 Ocn a M TRANSITION I �U 6.50' 16.50' 9.00' on: I _ _. N t 8.00' - - TRAN ao0 ao - a= N gg �n 4 31.00' Assy. LAWN d 36.00' _- -� °N°" d I ( 44 ° PP 1 .50' 33.50 - I o-'t 15.50' sb C.0 011 0 00 TYP N � ❑ 00 I� 40 6 - - - 4,5 M II w - - --- _� 4.5'R °� HC RAMP ,•10 II as 0.0 ''� o z w ry z . V 20.00' -� °0 z 19 00' a 4.5'R 3 4' 2 R 4.5' N IGN LAW Q Q (TYP.) 1 �_ o O 2(TYP� 0 w a-z IJ- mj rn (TYP.) - 15'R vi w w o �o o QM z o w o �I� ' a --� 6, \ 6.' ,CO TYP V) n h � o oa h>Z Y oa ¢z. Z' wQ t- U. �� c P. 4.5'R a C5 CRRP. STD �" C ` . ACk o d %off° N o;� ao�s r a aZ tI0-: OP h a a �nr a oa a0 w o Inz d `` h . u ..,: �� wr Q a: 3' �' a 5.59' _, � 3 � .. 0 C� �, oo p• ci ^ ago.- .- 1 I�o 10' GUTTER PAN >> �' 02 .4'0 PVC 'o o,' O - K� a in o w �p'� oC 0 r_.►w-rpm, OP: g MIDUIT G �� U 1 2 V) zTRANSITION .'1• '9�. 9• po •• ,� U o.-. 0•�' OUTDOOR DISPLAY o �.1--1 5'R ER 24.00' oo ; TYP•) o 0' 1 o ¢'Q Q' d __1-- a , _ a o PARKING AREA N 5.9 Z j 30.0 R 1 20'R 6�p r Z 1N•, PVC, D .o y� 0 AISLE o w I� 4 50.99' 0 =� 1� 4.5 R 1 �6� Gam' - W a za __ G o>F W a pR© G ¢ a 1 2 �Q a v ci�,��,W O Z in >? 1 0 ' a a 00 . �6 . ^N i cn TOp A p� �2' 5.50' ' o a o^ Ln 1n 0. w w (� rt 08. 11 �, w GC' 5 R i1 00 0 i` 1 4.5'R o �- oa , 0 a a t ASPHALT 306.5A R x �a 3 7 aj 15.,. /A p 15'R C'f .00 4� 00 0 n w �j Z Q U J Ix `o �'ROP. 50' Oo cn /N� /^,` T iQ�p cov �tv' o I TYP. uoi z o OUTDOOR o' v S.0 �n 0 �3 Op o ^ -- -- �_ o(„� PVC20'R x 9' �' a' (iT 1 0 r j 41�. 4 DISPLAY 7p'R OND w U p �> ' 0 . S 33 3e 60TR : , . 0 0 30' o WN a cy '� 30 � 1 9.0 Y Y W J o ,n AREA pFtOP o 1� O w o = ii 82. Nt, 0 <a .mow ir> x N 9 �C 4"m PVC o 286. 4'R 1J `� OUT\. 8'. 15'R Q ar. a z I EX CUR R ai pNQU1i N _ �Y� a r- d 1,, �? ,na M y /NV Q J U O o ENT rn C o N 9 +s .'. m COP ��-/�- -� 4,ti . p i �._ / LL r PAVE►�1 FOR ,,.. � ' _ � o FgVY 20 o� `� I > N (n Q W Z SAWC EX• S11t0N EX CURB (19 - v N F aoao o p H 1RAN v fX -_ W C <°�Nt'�7 pq qV� ' `� C 5'R 15,50' 1 .50' SAN MH 0.1 -� � � .r ,` SMO 423R . �:'" E AN sR �O j�e h/ MFN '� -� 4.5 R z o w TOP=73?.9 � = a �- poyy -- Y o z� Rol My .._._ ? N T ' W 3 n �n �S�Ra - OF 6�-" o a a C8 -''EX. EOP S T G Q ; . •.: r ¢ OUTDOOR DISPLAY o o z INV OUi ,' .17 / Q a I -41.71 ,".�_E_; 6C� PRK �N ro 10, G`JTTER PAN END OF MI6o VOP p 0 qRF Q. o ?'`�i3NG�'Wt1�i; ao PARKING AREA Nv_' Qz ° �'� Z .� U_ 5 V o `'' f'` '_ "- NO v NPU� P ,x,, TRANSITION X. WL 1V 28. R F!Z Qo a - ¢ a � 3 ~ ~ URB r9R) K,NO VENtCW pS Z7R8 W EX. EO 5 % h` NS/TjON q / 1.0� PAN 15'R W 5,R ry O (� Y M C 1HE U P1SUE RAN IU:. O, a o z 4 .' l>n o N� - C 1Rp `, -�--.1 ~-+� CUip ° '�� o 20'R 1r? - o a o o q 4. �� _ Q L{,J V a -a � , �._ 'j V� LP 53 ' o s a:.,, -•i /� 0 1 4.5'R �� a o �H' x. SIu'N ►s, _ 9 Na\ CGS / 6 nc o a I / 0 N W (n � __ ' WV } F I o o c�.. 10, UTTEJ 72% / ifI W M L8 20, ° � l SIG 41 i \` fEOC _ 6 Z. o 010 I NOVTYP v PA TRAN P ®% ® X. FH 6" TREE ° WM 9 O d E ° o� RC / W URB WL S "SEX CURB ELEC BOX o \� �� o %�o a o . M i� c� 18.00' EX. C LP 0 EE ° EX. CL C o 153.0 ' ti 2� j j :1/ PROPOSED CENTER[/NE L/NE TABLE w -j ry NOTE: 1 I SIGN C R 0 �• a 4.59' / PLACEMENT OF oLP� LOCATE & RAISE B f0 E\ ' �`� o 4.5'R CC-12 CURB _CONC. SIG EfASE 8„ T�'Er Ex. VEEDEp OXES IBEAM g`a ° ?p' `� ``�?" }�� SS�R 4.5'R RAMP SHALL I A5 N $,y� 4�c OUTDOOR DISPLAY BE FINALIZED ' TIL/TY BOX / CONC FLU III STY GRATE \ P f o $1 g NOTE. PARKING AREA aLi BY THE VDOT NO VEHICLES OF ANY N INSPECTOR ` I �- - -� �`TOP=732.49 2.58' N � 1.43' / / I 1 INV IN=730.54 \ 8 E \ KI SHALL. PARK IN 10' GUTTER PAN ENGINEER. \ 8' TREE (I0. INV OUT=730.49 \ C TRANSITION EX. WL } C+ THE HICULAR• �o APRx. LOG, \ o °p TRAVEL ISLES, �o� 4.5'R NP o.5'R OF OUTDOOR 7 ,rJ II PP DISPLAY AREA ° as �. 10 REc #�� ° \ 10'R oo 10 ,� 10'R I� , 10 TREE BY B' h ui Nam. u� cc s II I �26.177 \ ,p \ S ° qs m �A\ 9p Sy 90.00' G L_ a. d J O ■ N n cD 0 II��? a $\ EE r^r, �0'G ER PA �_N T NSITION Z. N u�7 � c P \ 4.5'R 'b°'� ��5 �■ a I I c LAWN ND HEAVY II cND i 24.02a.o' (I� \ 0 TREE S� ' �? PPf VEMENT (!! o a70 TRE_ , W o, II"' EX. CANOPY r II FH N o s �� �: > y- 8" l;<<EE I ° \ •.0 _.t_-18'R M I O a8.1' O 1.0' SAN MH \ i �,�. _ CG,\ �'� ) Ih OD � ,z TOP=733.71 0' TREE 0 ' / 6 18'R oo 0 I� �� II INV 1N=727.76 �� �. W -c t U a INV OUT= 727.62 \ GRAVE � � I Ilh O ~ �' W N qpL 6.68' EX• GRA J� �6�R 8 TREE " cn II 1.0' I I EN? 0.,l O PAVAN GG Z N O BELL MH 2a.o Ih - O --£_X20' L1 m W 1 GUTTER 'PAN . o 3AN E` 0,0 .CURB (TBR1 y TRANSITION Q M 90.04 N 6) a C) f I I L 11 1Vzy//, II I1 8 Ef 1 s8.a 5 5 386'n" 8 0 �1 107.81' 'STY MH PVC WA EX. 30' z TOP=734.50 0 2� "�=TE S WER ESMT. _ II I- W N INV /N= 8. q5 -__t 4.24: O PROP "`-- Z INV IN= 8. 7 0 0 Dt-1 D g Ouse)------� U) - 1NV OUT=728.22 ® TOP 734.00 ° hII z I.y � 23L.8' EX. BUILDING � - - is" 'NV- IN,728,08 - ' - z ``,II �" rR - tviIFLLJER3H4NDA INV- OUT_ 7284.64) ill -.05 W CURBS\ II I I' 30 0 30 90 N M I VETO IN SAN MH FIELD) NV IN3726O1- �, LTH OF 71.8' - - O INV OUT-725.99 Ste°, Scale 1 - 30 f t ���A vJ� III F �",Q = o - \ '- N PP d STY GRATE t �` \ W a 4, II "'� TI�iO G PAINTER 9 W j ` 122.4TOP=73729. 1 oG ° No. 8260 a INV /N=7,J7 1 PROPOSED CENTERLINE CURVE TABLE �' \ II tr� APRX L OC, DVy INV OUT= 729.31 I I� OUTDOOR N. ! AIR COMPRESSOR SHED 15. RCP � DISPLAY AREA C,_ 2" IOWhite Pines W ,� I1 6` White Pine (3) 6" White Pines --- I { 6" White e 6" White Pin -- _ '• Pine � � 6" White Pine L/NE BEAR/NO D/STANCE L 1 N 5524 a2 " W 135. 06' L2 S 35:3754 " W 153.13' L3 S 54 22 06 " E 499. 67' L4 S 35'3754 " W 3.00' L5 S 542206" E 171,50' L6 N 35'3754" E 140.25' L7 N 4733:31 " E 5.68' L8 N 62'55'15" W 5.5.56' L9 S 474659" W 63.71' o /007103 �w G �SSIONAI, E1� SURVEY: PL- PLC 2' ° DRAWN BY: JOB NO. TO29.39 TGP 0211001 INV IN= 723.60 INV /N=722.81 SCALE: DATE: I INV OUT=799 79 ! ° lPF v --! � -�.� i- --"'� .�.., � - --- -..._ _ ______ _._.._. � 1 "=30.0' 08/1 1 /03 __ _ _. _ _�_ _ - -- {1 - _- __ _� _ __ _ ____ __ _ °0 _�- ---- ---- SHEET: _ 5' PARKINGSETBACK f - - / -'T •�1' 5' PARKING SETBACK - - - - - . CURVE RAD/US ARC LENGTH DEGREE OF CURVE DELTA ANGLE TANGENT CHORD LENGTH CHORD BEARING C 1 250. 00' 388. 16' 22155 Y96 " 88157:33 " 245.50' 350.33' S 80'06'41 " W C2 15.00' 23.56' 2158,19" 90'00i9o" 15.00' 21.21' S 092206" E C3 16.50 , 25. 92' 34714 50 " 90,00 DO " 16.50' 23 J_T' N 80 :3754 " E- C4 38. 00' 70. 19' 150'46 42 " 150'49 48 " 50.27' 1 60. 63' N 17'17 00 " W C5 338.54' 13.312' 16 55 29 " 22'31 46 " 67. 43' 132,26' S 58'55'01 " E C6 592. 00' 421. 78' 09'40 42 " 40'49'18 " 220.29' 412, 92' S 2210149 " E C7 438. 12' 57.19' 13104:T9" 072842" 28.63' 57.14' N 6705'11 " W C8 269.54' 110.43' 21'1526" 2.32826" 56.00' 109.66' S 60'48'10" £ di `• M hELL�A.v® -_.\,PROP, Ol -743, Type III role PROP. S`r,yh ,_.._._ - --t EX. TR1f,,LIM ?[:I' L 8 �TOPy73G.50 ta" ;N'd. OI.JT=7� .G� SOP=7iq.tt7 T TOP=7;91.400 y " n._ ✓�/\�^• 30"x 9" IN/. IN<7 , 0'L--'\ '�•'�_ /' �.ci-1-"--' fx: rR£ 'lfi"iC- TBP ^y/� , 't'h- ;N=7_ `., 41JOr M(J!/ a.. 1Q.�\ wig ?yY ?y,•_/\ t.�..q�- `_�` i.-- jF.✓' o �''OUT =72(.30 P ING SE K 28 L� r=lr( _ .CF �A 1 E t' !' 1 7- 36 ------36 �o + �., + --� F 32 1 131 • 3434 \ ,:, '' � n I A,. h � 1• PROF. 213.93'- t �..¢ RCP. 31. q,` 4 n' _t 1` i t- •tT , y {' , +'1 r 3rj, ` r, (., U F � •p > t �'I i +. i ,!%P ` i� 1.. a. .{ _ - 1,3 0, \ ,1n LOOR pISPI.AY PARkING A � C;';_ti_' K FRCP. 394.62' 2io-:1e. RCEP, .• 1 ' 3.5 Tl, � f t$" CON('r Rt � t%t ,' t. • GL. {41 .� �;4+1 ; Slr, Ye ryJ '� T_, „w 0 I .' A n FR"'DUUFSTER C{'DO)R OISPLA'f \ 1 1 1 APRON 1`L GUTTER F 4 �n2• } , tt' a' ' a '. o I P3.R ?JG AREA i L1Nf_ 1S : 5 11 AN(J ENIL-JSUFs y- ri f-: of tO _tb` QUIT AN ` \ - PAFV;N'r, AREA e !IEAti1 ?A �ttt?T 1'RAtlSI �L1'4�>r,i` ^3ry 3 :2 rMi ! 34. 3 3�.__ _-33 7 33.4 32.8 2.3 31. b -E,. 1 a►►' �• A rn 7 kNSi,iOt o CyJ1vC,34.6 a ci ni .: ; p I 3.1 3. 33.2 M N?R, IC 32.6 3 5 •r f ' a7i I _ M CG=6R--- 3. fJf2N LAWf7 35.1 1 i Ai�L.(# LAW Y^(JjJ(.. `-`TOAPIq�Ic)td- 4 34 33. 1 APRCI 3 5 -� - is - -- 1 k• �.1 ,i> ('! •\ � �: A ,c'. nl'? 'F1AkK': 34.0 .4' r`tj WALK: 'n - ui i �- `, BC 34. LAt N U(v F BC 4.5 LAWN 34'.Q cwt c M 4. I+ !) <;s , X' i- I v ,�. • ir1 II ,s l' ___. _\ �\ -._. _.- , , a 6'.[t�' Oi TJ R DISPL .Y + Z r t EN(.t0>URE o a- t 0. A -._ .._. \' �.: �- _ _� lg? 2t_ -r i ryr �-a > V� W �J Ir n ? _a HEAVY /lInt, � q Z PA.R .jNf kR:O, ~� + 11 0r iyvt� PAVEMENT. 1 1 -�� 'n..•t3 i 'F i 1` 1• � l � � het,.; • lrrzo°o b P. �<., <� CpGG ctv " - ¢ i PAPJ 35.6 ri 5. Z 36 .. _ � "� ______ a,,•L' c, r~; � Z W W I I .� p .n -,. a _ tv 0 \ } U _ d. w -- _i 4. •�i MAGF'>/141 .p \ r�r; • „ . i _.____. �,__ ad - li cY z ' a - �= a OUT CJGR r '%.x r 4t�1.L:A Gr�rCar PROP. DI_ 1 ' /+ 17) y2 34' _ ---. -- -_ 2� 4 I r�i 15" INV, IN-73L45 \ .' CL'TC'OO DISPLAY t� 1 :'r f �,•5 ' -., __. ___. �.. � PPba<Iti, AREA \ GUTTE PAS: LA`iVN TRC.'JSiT 'IN BC 34.5 4' - COr _-�-L _.� _ y 0' GUTTER PAN. !\ -� -- �UT7ER PA)I " - y �u - ; LA'1N 3 TRANSITION B� 34 5 n M 6 n 6 36. \ 'n' ` f PJ riFi -- r 7- LAWN v O U' Cl• ry. :y 34.8 �''S4. lip _,. PJ ' _, • JJ 1ti , ti• 4.9 r- NC RAMP �.Q' 4 }�•.i b•o n t" d 'C_ !, „s I 1�° R c, ~ t. C,i <O 5.9 ` n a T• 8'.r P) '>L a�,' x %� '>\ z. :N` ' ..- ` •,_.l' _ •h`, J ,' •'f�'i 1' �dO_t ,.'�" 2'II� .may ;57. M 36. \ �. , >� � rt i, 4�--;F'fTit�• :�, / �,� y ��/ /:. zTer o ``i ,9 Lpv,`v, a J 3, - aU ty, a TR ' IT'Jt< ti \ n S� • CONDU 1 34, 3. jn C4 } -�<j Y\"• < l tl '' AY )UT_OOR T. ft r `� ` ' 5.5 1 E a• cQi' 2' a a- cta PAI h;ING \\ t >ti� `1 { 1 1 � . 'P p, '�� •,arc �.�". 11� .,r^r �',•�'` 4n ;�� � �'' t,.l `.,;:. � ' i t,, r•; l }>. ; / ' \\ � .y. . �, 4 i, I . _ `t '1. h / . r RO `. G'--T33'1 •F .. [i it: I I 1 1ol St�j7 '' ie.- 1 J '_tti• a> !q, lA;j,.�fi 1 f0 r" } 1 ,1 1 +T_�i,F.,l� � ry � '�'RUR.�'0: 3S �. rr, �. •it,,,• T'"i0p ,,�a � 4;9 r•ry �,;� 1 � � 1F`t , D i •S T_ .b '•0 iz zT , .r`�.�,r -:�; \ M 1 _` -_ �i -�-- :f�>6Z \?>G.g, M1•/jpl%•tjflry'<a °� / 1 :� - iI O i\ �w i z � ,c\ t?a, S'^ / r, 4+'}^ ;',R �"• .•Sh•a ,(.. ., .Sf' ' r-,tJ %2g __ 3$.2 - / +'QF' E-•f! tD t . 1' / . Q<". 'Fit,(•}- ?Y . ,l, /, - ',' ''�$. _ J 1 I i i 1, .1. / 1j t;y .Ki/t': to - :•��'� x-,�•a#r-„-��i�+^^'"`.�A ,t ,'�"'"i-•- - ` /�o�' � ta\- F' . 1 i .___.-_,•�__ . t` , ,,. <:A'11!'t t tFi>la`_'-,- ' ,:,a...,-�'�" ob _,�. _ � �� ! `QNtr. � ,� 1• �i'F � m M u `\ _ `� � ;1.QOTt `'.• 0° - C,. -E; , a :r',,Bi A > � R�`;Yt t / M1 ?r' l ,,` .__-r�'1 i„..7.^." ° ,:,,� F.N- ;tA'�F,OA-- `i''°: �1 '•�C / / 1• :5�.°fLtNf,. y+��Si,....;t...: �. OUTDOOR llISPIAY I t ' ' S �% `.Slt ; G' G(}T 1 4R,oJ / I 0' 37.5 { ARSU`JG AREA t777"` a'- 36 5 - ,.i a .: 37_7 `, ",. i:.i "��"� . /' 'n11' ( ,M.•• "" `�' ".; / H .: .+ < 2 "tti ,f11 rc ^ •i'$, A tr.,; _t „SE � ch• ^�` ry,>'Sbt`1 .1',,,. 6 I �} � 0 / / I� •1!i' AN- .�j �t,,t Ia , �`lii t ;^ �Z .rl r- i38.0 {i �' •,f, t"`�>_.. �w' � + �? - `J � ^�w � G' / I-_r- - 38 A _ -- EWIL"7 �I,.y �)< y J _/�- c�S cjl, �3a _ �'S�' • �� \ ~\\c 1r�C _� _ i -Y I I _ �_.._._. .._ �S'., - L._ by tJ'+FF.. ' f'' % " 1 -r j 1 �C :• n �TyJ� 0 I m 38. ! ( 4• a PL•tCEMEIJT ijF .r�' "`�•�•,.r.� + "P>' yt1 --- pb 1- <. .ti ,">°>�n �- ?�`C ,`,, .�Z, �lydt �'� r�j ...- I I I CC _ 12 CURS Po}" o ! 1 " cCrJr. 5) R4S£ cJ 1 ' 9 �6q0 1 `'. ,.. o \ t UTpOGR CISPLA'f y1 1 atil' S`VLl. i t s ( .1 ,m y.'i ry ">. ,6 `\ ° t,.. 8' FiNAUZED - i,IT.+I/TY' 60h F' 1" 1S' 1' 9�p ';VC FLU .s� -t ti PARKING AREA 51THE 4JG'' /f TOP- X329s w ao 0i 1C,' GUTTER PAN c IC! 1 P o, / ! 7 / F IA'V GUT-7.Ab9 1M,S5' x + TRA."latTfQM PF%T!)%i 1 .,. <v \ I ,> r FI-%_G `44 \ "x i / />/ h i:E y> � / / .:,3 �� tit 'iS�' , \� /` \• ^,,�' <'� � / A a 37. 1 i y ( ! .7 �^' � 39 E7 ,Glf 'J(lIr?0(.ta / , i > ,� �'� �c. ' 3 t a� •fx\ ' p> '-=�' OtSi' AY ARFA .t. �'n ,� 'l1" a' "S•y. wY '1i s1 1' .a• / ti. 1 ti 14 ,,e.• .,.erg' 6 't "� n ?' �v^.. �04s / "J •t-1 it � I � ..., ihh > \ }S>. 1'S1,)�. r--'� r•=,� 1;^,� '� ryS �¢ t�j'\ �,,c„ ", ,� "S cst 03 'rSi 1 '/ ` v`1 1>``? . "'9'''�'' '„ " `� + ,,rrto' � �' �`, `.�"'y � �;} ,..�'1� �'� Ko •s J <%>`U'TG�ERytPA. LAWN � --EN ./EAIi-NT I 4 � n , / .t,.>n! .r-f- ;7 EX. i �` ''•ti'0 0,3 i '1'h ,,St.S a1•. \' 'l•S' sF'i{.,( .•�g° t' � tl Q O S.0 �K1 � 7 t���\�� 4�", ' °� ���-�i4.-- C'y �'.•� `,1 PQt �,a , ,; , � ., ,! 7r C,t- �"• s ` a.'' a 5.1' 4h �\ , `7 y�` fj2A'/i!. tp >ro, O• , . , -i'S a` t. , 4`� ,?��'"1�Ka, Y' • ,J ll'. ' h E).' cg r+�/'`. � � / � ` a t ,,• ry"S r' - ,,. n'�'' d � ry'S 1,, a • 1 '4'S-;% 1 'S g°+ h• _..r 1 > n`� tp' � nV .:.��''h 2a -y^> 'Ya 1?• K1-S•.-,_,..- r.. t G,�' y " ,'7 .�a.0 O 1-y °ti' 0 � •. ' '..,'.� 7r" � ,.a 1`'".. 5 . i- °, _., � C.G' / GUTTER P 4,` '+, 1 .1 1'� ` SE'tJ<+•/, . �� , +'I•a pr 1 0 .1 J_ ,7"> ./ Tk!J•15111Ut6 LL-n !- ` t. 34.75'y�::__. WAe$- - - • 30, ? � u � ` JNV u7 ."2B.?�, Or 7:34.0 9r,ot SF r g Ta" o + 1•ry ��' ti Air1iR fIONOA tIN- EX 9wLm'h° '�A �g; !a" rNv P-08 (Ff=734,64)\\\` ; •.OS �- �, {V ? 0 Ei' i LIRgN. > Ei.. }IM �\ /_ CiIYATE •i°� 7 '1"t'>'�>� � +'t3� ' \ "\ . tr v h' h ^9.39 1a� i + t 1' �] ~� _ 4PJ x. Loc', 1. ry rr� OUT-729.31 i' 4g ?\ OF OUTPOOrf O1;FlAY A,-'' 4 ,F, �1 S s: l AIR COMPRESSOR SEED-- t � L `n2 �/' '1.ys 1 `ry �i�.J`J EX. 7REFLl.ME TSP 5'-PARKING SET84CK 44 l - - --- RELOCATE: PP AS NFE04D [>poP 61.5 i0'*19"2 RCEi>, L. 111 4 0.49'; Slope CG- o; 9.O CC C14 C, t > :y , �rJ t_ CL S�'r ^S�✓^ 7�'O� 6 Z 2 A � I 1 `�' + � _ gyp PRESERVATfON EASEMEW n SS STORM WATER 2 A<.AiNAGEIAENT SYSTFm 1 tt< ,g 30. � t., N tt r', •\ tY N i h � „ ° z 30. ' 721.50 31.5 32.2' STORM WATER MANAGEMENT POND -.-•- v S.E Sa i t�n I/ U 1� ' 5' PARKING SET&ICK '1 .-F...� _�_ __..___.. _ _ _ ___ __ STP,ARKING SE784CK__ _ ., ' 1 � + f -� � Ewa•, w 1 •rv-/'! _`- r �`•_ti-•\ N 46*M 99 Jr 993. �'•� ti 15� I 1 li i 1 1 40 0 40 120 0 Scale 1 " = 40 ft 0 I F-- CL <.a QC U C� La.i ram' C3 CD IN ft Q O Z CD 0 Z Z � }}. W F- v > .. Y - U J J a- w ONJ Q^ > 'Q z VJ of W Q O Z U > U O j co Z) C) o NWto0)t_ M LAJ W j 0 _j W w 4 ■ o 0 ■ N CL Ci/ . N ' to C W � 1.. '� ° Q W t) L O a Ln 3 p t C 0 m s1 -C W N V p ~ Li. LO � ZN W R O CL (Do Z ch- LLJ LI_l U O Ld OF 0�'��A1�H c-) TIM03HY PAINTER a No 18260 .��oA�?/as `sSI ONAL SURVEY: C•I•; PL-PLC 2' DRAWN BY: JOB NO. TGP 0211001 SCALE: DATE: 1 "=40.0' 08/11 /03 SHEET: 5/ 1 1 ill ps F 738 rl 3,dr i �•.. EX. CANOPY \ } o C 1c �4 9 i L --n 34.75 Q M '1 OL BUILM i (FF=734.64) I r? 5' AARKINC S£TB4CK ,.� • 1 - L T )� s.. _ _.._.... r ._,_, _,-.-„ _.. —�- �� .) gyp, / �._-...._..v. ...-.,_.-.-�!3■ fs 46'WW so y Jr i 1' i' 1 ` 2fA A •7P r A Da.7a7.�1 PROPO t�0---N - �0 PRESEFNA q EASEMENT 0 N A t z 1 f h�K / �ry EROSION & SEDIMENT CONTROL KEY iI / 1 �hryll l�1 STORM WATER MMWG£M£NT PONO 3.02 TEMPORARY STONE CONSTRUCTION O o°000000000000000*0 ;o ENTRANCE° o$o;o;ogogogo;o; 3.05 SILT FENCE O X - # X-X 3.07 STORM DRAIN O INLET PROTECTION 3.09 TEMPORARY /� n1 �i -♦_�' DIVERSION DIKE 3.13 TEMPORARY � SEDIMENT TRAP p 3.18 OUTLET PROTECTION o°0uooc0000$00$ ° °OOo°o$°e0000 3.19 RIPRAP 3.21 LEVEL SPREADER /O 3.30 TOPSOILING O 70 3.32 PERMANENT SEEDING 3.35 MULCHING 3.38 TREE PROTECTION ip 40 0 40 Scale 1 " = 40 ft 120 i LEI Z 1 I� o f)Q. I i !`' w 1 j U_1 � I i I \ t O 0 Z Z O OOZ w - f�— W W Z — W t V / `_ 25 Ld V / W I.... F- Z <C O Z 060 < U Z Zujw —1 • O >N J <LL U }} JZ W<O Z � �U' O U j u Y =:D0W000 wD(U)roW J to W w w 0 LL- ■ 0 ■ om O N - N n : N O) t� C C _ N � to s= r►" can •° `� C° O 0 a°� W 0 > L - 3 � it W m N C Z a .N N U - p ~ W Z (n R0 N Ni CL �ALTH 0�+ 0 11M ✓ PAINTER a o 18260 0lip, lONAL SURVEY: PL—PLC 2' DRAWN BY: JOB NO. TGP 0211001 SCALE: DATE: 1 "=40.0' 08/ 11 /03 SHEET: 6/ 1 1 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 4" MULCH 3" SAUCER AROUND TREE —� h 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. TREE PLANTING SECTION 7_ - -- PA PA PA �` PA PA PA PC PC PC PC .OTC - -TC I I -TC F \(. OTC I OTC ,cr-.•— �:" aµ"..,."�'"•1~,a vc 5f �„.,_..., '}---�3._.._�.__� .i .�A. ____..-,-�---s 1 .-._.__-...____- _ __.�� nP-A C PC PC C • PA PA PA PA TC C 1 Y TC s TC 34 �— •fin _ .,� _ s ._ _..�n��" ':�.:. 77 i cJtoy a ,\ L r 1.3., er . 1<1 P ! X \ 34 PC • • Cjoro;� t O TC "''^�'+ ____.�_._:�l�a -~ .-...-•--"-._-- r-�'" ram._..__..._._._.-_. ......_..� I t�14^L ���,� �"C I 1 r - 'tom ✓' 7�'`F4z £ ��`� ~ PC 1. 1 a � * ab lam( o _5 ,� a, J'RI�K ,�/� `°..."` /t� , �1 �`"•� ,, c• � ^`'w. 1 "e,,y.stjr ^• PC t cF TRFE o i7 70 IAIrF ; y EX. CANOPY TREE !0 o TREE- ` 8 £ r , 34 EX. BUILDING / ' MILLER HONDA " y "a ; R F (FF 734.64) _ e" TREE ' 6' Whr(e - - (3) Fi - Whit, Pi.^1,3- 6" Wh%tP P;ne�" j��it�PinP �� 5' YARh'!!JC SErL�Ac'K � N 450_V 3;9" F 393, 74 ' ` PLANT SPACING VARIES -(SEE PLANS)- 0 j PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH _ COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. --_ �``•� ti REMOVE TOP 1/3 OF ALL'' BURLAP FABRICAROUND ROOT BALL (_._ \, r / -{ III__ \ 1 \ \� SCARIFY ROOTS ON POTLI BOUND PLANTS. _ i {{-{ i l=1 { i 1 `_ F r •ii!__f! r COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 2 PA f TC TC ts'S TC TC E�.SEMEW 6 AR - cc, NJ AR T TC@ (800)TY Cv Dic t"- TC _Z TC �4 Z_ TC VV ro !- 5 , 1 �+ \ •AR TC LTd) i N (130)SS AR 724- r x� V c� TC � TC 42 k, ay`S o TC TC • TCI t4 1 361\ TC I PA TC TC f ( ETC 44; rTC \ i 0 1 \\ c TC /r144AU / TC TC T • PC C PC - I !r' 'e �,•y� TC n _ -- ' • 3 TC �J - _ PA ^fib WATCR 1^ a \ 4 J 4 N y F."33, ti'1 ' PLANT LIST 5' PARAWO SETBACK 40 0 40 120 Scale 1 " = 40 ft KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AC 10 Acer saccharum Sugar Maple 2" Col. 20' o.c. IC 63 Ilex cornuto 'Dwarf Burford' Dwarf Burford Holly 3 gal. Cont. 3' O.c. PA 19 Platanus acerfolia London Planetree 2" cal. 30' o.c. PC 38 Pyrus calleryona 'Aristocrat' Aristocrat Pear 2" cal. 30' a.c. TC 611 Tilia cordata Littleleaf Linden 2" cal. 30' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING WETLAND PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 12 Alnus rugoso Hazel Alder 4' B&B See Plan SS 260 Scirpus spp. Bulrush are o0 or n r 2' a.c. TY 1 800 1 Typha latifolia Cattail Bare Root 2' a.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING 2 <C V Z aZZ A W �7__1_,_1> Y ` to �J CL O D J U J L Z J Q v� ce W Q O Z°-dV O >�U WAY =�pIW0OU NWV)0)YE J w W W •_•�� (.L- .G (Z d ..,i 0 O • N a n � cpp N C CV L0 I +� C C) W J 0>n�° 0 CCU m � s= a LU � Q •� - F- � W (Imm ny- CV O M O0 ZW F- Lj W O 122 I? ALTH Op U TIMO G. AINTER a 60 0,�> �&4 `ssrONAL SURVEY: C. I.: PL-PLC 2' DRAWN BY: JOB NO. TGP 0211001 SCALE: DATE: 1 "=40.0' 08/11 /03 SHEET: 7 / 1 1 STORM SEWER PLAN A -Al Al �o � r Mr^ -•A� �4e 0� O O ,, STORM SEWER PROFILE A -Al _ SCALES: (H) 11 =50.0' (V) 1'_� 5.0_ 745 - EXISTING GRADE PROPOSED GRADE 735 RCP STM. -PROP. 88.00° 0.51 1_44"b % RCP, LOPE 7251__ _.____ 725 Li 720 ui z rj r• II 00 a-) Ln 11 10+00 11 +00 `�' STORM SEWER PLAN 6-84 vW � a'� t PROP. 64. 0'-30"x19" RCEP, CL. III 00.51 % SLOPE STORM SEWER STRUCTURE KEY A PROP. DI-1 TOP=733.30 15" INV. IN=731.00 15" INV. OUT=730.82 9 PROP. DI-1 TOP=733.75 15 INV. IN=731.45 30%19" ES-1 INV. OUT=724.18 ®PROP. DI-313, L=12' TOP=728.50 3Ox 19 INV. IN=724.70 3009 INV. OUT=724.50 PROP. DI-3B, L=8' TOP= 729.40 30%19" INV. IN=725.20 30%19" INV. OUT=725.00 ®PROP. MH-1 TOP=734.10 23%14" INV. IN=726.70 15" INV. IN=726.65 30"09" INV. OUT=726.30 PROP. DI-713, Type III Grate TOP=730.50 23"x14" INV. OUT=728.00 ©PROP. DI-1 TOP=733.50 18" INV. IN=728.25 12" DRAIN (FROM BLDG.)- INV, IN=728.75 18" INV. OUT=728.00 PROP. DI-313, L=8' TOP=733.70 15" INV. IN=728.85 15" INV. OUT=728.70 ©PROP. DI-36, L=8' TOP=733.70 15" INV. OUT=729.20 STORM SEWER PROFILE 13-134 SCALES: (H) 1" _ -<13�3 745 740.-�.__._____.________......._. ___. ._..__ _____.. _.... ._.__ _ _.._._.__,._.....__ -•----- ". EXISTING GRADE - -�--- 740 PROPOSED GRADE 735--- _____-_ _ ._.__.___.-...._... �...__ - _ ..�..__ �.� ___ __.__._ ____�____.._ _; 735 PROP. 1.61 -30 X19 1y0.49% O RCEP, -_ - - CL. 111.-� SLOPE 725 � ____...�____...___._ ______ -._-._ __ ____ 725 ________ _ ______ ._____.._. ..-_._.__ __ ___ ___ __ PROP, 294.62_-23" 14"O__RC_EP, CL. III ® 0.44% SL PE �- 720 PROTECTION _ ._ - -PRO . - 4.00-30' x19"� RCEP, PERQP_._._ CL. Ili 1.3,E °-1$"s� 0.51 % SLOE �Qp _ _ 720 CL. 11 Cc, 0.51 % SLOPE 00 - _._._ `- - _ m Ln ro _ - 00c) 0 oor�' I �' fl�ON _--;_ O N d _ __ _ _ _.__ _ Q a.t LL O Ln h o II _ 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 STORM SEWER PLAN 83-C2 '\ 'CY A „STORM SEWER PROFILE 83-C2 SCALES: (H) 1 " =50.0' OC1 _ 750 745. EXISTING GRADE _ PROP. 6 .9 '-15" 0 RCP 74.0 - CL. III @ 0. 50% SLOPE 74.0 735 PROPOSED GRADE ._....._ � 735 730 - - 730 725 _ PROP. 1.51'-1 "O RCP 725 CL. III f 0.73% SLOPE PR P. 139.62 = 5" 0 RCP CL. III @ 0.8957, SLOPE 00 cn M - I N a ry N d�11N O �• II r II tL II 55 LL C}i } I I a. .. H CV _ ---_ Qp Q) n a. OZZ _ r__ZZ a... c _O Z 10+00 11 +00 12+00 13+00 z O w ct C.7 w Q O Z QZZ WX V J Q -1 Wpm >N�LL}-� Z <0>0 _ V �aO� J to W L -� W w _ U- a ci ■ d O ■ N n ) ( O Or,' L/ N Lr) U') C r� N cND N ° cD CO ° cn •� o a� t o U i Lf) Cc: • v li m E a t N U p cn~�''W N O o ()V) z0� J Lj Lj 0 z 0Z ;tiTx of v j O � U TI . PAINTER No 18260 �'10 Gooff s � G IONAL SURVEY: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "=50.0' 08/11 /03 SHEET: 8/ ()V) z0� J Lj Lj 0 z 0Z ;tiTx of v j O � U TI . PAINTER No 18260 �'10 Gooff s � G IONAL SURVEY: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "=50.0' 08/11 /03 SHEET: 8/ 1r� I DI-, ENTRANCE GRAVEL AND WIRE MESH I i I m 2' 7" NOTES STONE CONSTRUCTION I; NTR DROP INLET SEDIMENT i I _ V)) B -3.5» B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. TYPICAL PIPE BEDDING DETAIL FILTER FOR DEPTH GREATER THAN. 10. USE STANDARD { Lucs To BE STORM SEWER PIPE EXISTING ! s _ L21 /2"x21 /2 "x 1 /4" CAST WITH COLLAR D1-1 A. 70' MIN. A 3 I PAVEMENT 10' 4"LONG N.T.S. . DIRT I A - A CAST GALV. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS to ' WELD ALL IRON STEEL �- iv AND SPECIFIED ON TIME PLANS WILL BE MEASURED O.D. 4 1 6" i MOUNTABLE BERM 1 i t I CONNCCTORS 66t ^ FILTER CLBTH 6" MIH. A <OPTIONAL> l 3 LBS. 43.6 LBS, ' FROM THE INVERT OF THE OUTFALL PIPE TO THE , ( .0 Z TO COLLAR N OPTIONAL ++ „ I-I1 11I-1 O INCLUDING INCLUDING BRACE RIBS TOP OF THE STRUCTURE. PLAN H DIMENSIONS ARE SIDE ELEVATION - ONE WELDED Lucy CANN- -III =III- JOINT ECTORS APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND 18" MIN. . �� Q- 1/2"x11/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY FINAL BACKFILL - - III- EXISTING GROUND GRAVEL (12"MIN. DEPTH) �I I i U CL n 1 /2"x4' STUD THE CONTRACTOR FROM FIELD CONDITIONS. I I -I I Q) 70' NIN. SHEAR CONNECTORS I -) I 111= RUNOFF WATER p (n N 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS III - -- 4/ASHRACK to, MIN, WITH SEDIMENT � 0 5" 2'-7" 5" 91/2" 12" TO BE SHAPED IN ACCORDANCE WITH STANDARD - I - -III-_ B (OPTIONAL) _ 4'-2" N IS-1. THE COST OF FURNISHING AND PLACING ALL CAREFULLY COMPACTED MATERIALS INCIDENTAL TO THE SHAPING IS TO BE SELECT BACFILL -I 10•D, lo' MIN.' - - - I PLAN N 3/$' _! 1- - - 111= - , (GRATE REMOVED) INCLUDED IN THE BID PRICE FOR THE STRUCTURE. - 12, MIN. EXISTING - _ SECTION B-B III -_ -I I �- PAVEMENT +� - 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE • . - i - _ ea COLLAR DETAIL ,�-,1�- 21/2" IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, I ( f I-{ II IIIII(��I o DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED _I I 0.D. ~� POSITIVE DRAINAGE to, MIN. WIRE MESH a'-2" WITH CEMENT MORTAR TO PREVENT STANDING OR CRUSHED AGGREGATE _ -i I COURSES AGGREGATE B TO SEDIMENT SEDIMENT CAST IRON ONLY -I I :: I I (= TRAPPING DEVICE 2'-7" r WATER Q FUNDING OF WATER IN THE STRUCTURE. THE COST ( _ OF FURNISHING AND PLACING ALL MATERIALS _ FILTERED III- � ��•�� � � ���� �� � • MUST EXTEND FULL WIDTH � I I � I_I 1,_I II- 1 I-i 1-_ { INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED , i � I=I l I, ,III, , ,I i I (I I-1 I I OF INGRESS AND EGRESS PLAN VIEW 1 I; JL 3"s4 WEEP HOLE OPERATION 0. 0- D_ 0. COLLOR 4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE. N,� N .p r':��"V2N. #78, OR #8x6" WIDTH ,2• MIN. z i z i 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" -0. 3 MIN 2 _g~ �, OR GREATER. FOR DETAILS SEE STANDARD ST-1. 12",15",18".OR 24"3" D- n1 s MIN. SPECIFIC APPLICATION 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. A NOTES a-7,7A7B Ic B FILTER CLOTH z o C �OQQ�Q�flOQQ�o� �' I I` I. DEPTH OF INLET (H) TO BE SHOWN ON PLNIS. SECTION A -A THIS METHOD OF INLET PROTECTION IS APPLICABLE 7. 4x8" SMOOTH DOWELS AT APPROXIMATELY 12" (�n (� B 2. THE "If' DIMENSION SHOWN ON THE STANDARDS "r -- -- '' '• L QQ�pQQ C-C TO BE PLACED IN ALL AREAS ADJACENT TO - e AD SPECIFIED ON THE PLANS WILL a£ WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, O s RD MEASURED FROM THE INVERT OF THE OUTFALL 6'-7' c I I ABUTTING CONCRETE TO PREVENT SETTLEMENT, IN E(::o T PIPE To THE TOP OF THE STRUCTURE, BUT NOT WHERE PONDING AROUND THE STRUCTURE SECTION A -A 0����0��Q�Q� PLAN "ONS AREAPPROXIMATEONLYa" LIEU OF DOWELS A 2%4" NOTCH MAY BE PROVIDED. FaR EsrutArlNc w SEsAADTHE ACTUa : MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE DIMENSIONS SHALL BE DETERMINED BY THE I" SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. - CONTRACTOR FROM FIELD CONDITIDNS. TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. CONCRETE QUALITIES FOR MINIMUM DEPTH I1�UO�oIIUMAXIMUM DEPTH (H) TO BE ,2' 6. '. 12" CONC. PIPE-1.440 Cu. Yds. CONCRETE PLAN 3. WHEN SPECIFIED ON THE PLANS THE AVERT IS I ' . • � ' ( 1 15" CONC, PIPE-1.528 Cu. Yds. CONCRETE >>/2" D --� 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC ccovER RENovEo) PLAN To BE SHMEO N ACCORDANCE WITH STANDARD v 2" A-4'-4+, O - 36" PPE) (COVER REMOVED) IS-1. THE COST OF FURNISHING AND PLACING ALL HARDWARE CLOTH 1 /4" MESH OR GALVANIZED STEEL 8-3'-D" (12" - 36" PIPE) MATERIALS NTHE BID TO THE SHAPING T TO BE 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE ~ 1" A-V-10" (42' PIPE) Nor INCLUDED N THE BID PfttCEN FOR THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE Z WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 8-Y-6" (42' PIPE) CONCRETE COVER 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE (FOR DETAILS SEE 4. IN THE EVENT THE INERT OF THE OUTFALL REINFORCED CONCRETE DRAIN SPACE ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTHINHHHO SECTION D-D MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE CONCRETE COVER SHEET 2 )F 3) ICE IS RICHER THAN THE BOTTOM OF rHff AGGREGATE. 3/4 -,- 1 t/4" OUTSIDE OF THE STRUCTURE. (FOR DETAILS SEE AGGREGATE. STRUCTURE 7Hff INVERT OF THE STRUCTURE Q J �� SHEET 2 OF 3) SEE NOTE7. SHALL BE SHMED WITH CEMENT MORTAR TO SECTION B - B _ _ -AGGREGATE. SEE NOTE7 - PREVENT STANDING OR PONDNG OF WATER N THE STRUCTURE, THE COST OF FURBISHING SECTION C-C WEEP MOLE. N ! wlr HOLE. AND PLACING ALL MATERIALS INCIDENTAL. TO � Q 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 SEE NOTE B. W I SEE NOTE 6. THE SHAPING IS TO ! INCLUDED IN THE BID GRATE DETAIL (3000 PSI PRECAST CONCRETE TO BE 4000 PSI. PRICE FOR THE STRUCTURE. STANDARD DROP INLET )'' ri LIFT HOLES CONSTRUCTION OF A SILT FENCE �>, z APPROXIMATE WEIGHT I 5. STEPS ARE TO BE FRONDED WHEN N A 4'-0" PIPE OUTLET CONDITIONS w Z STEPS. SEE NOTE 5. > OR GREATER. FOR IIerALs s STANDARD ST-1. (WITH WIRE SUPPORT) w 12 - 24 PIPE: MAXIMUM DEPTH(H)= 10 CAST IRON 10, ANY ALTERNATE METHODS OF ANCHORAGE _ 6. REIFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST -IN -PLACE. TWO LIFTING ui NOT 10 CAS- GRATE 363 t 181bs. MEETING THE APPROVAL OF THE ENGINEER MAY BE "" ' i HOOKS OF FABRICATORS DESIGN TO BE A A I I X ' D X PROVIDED IN PRECAST FOOTING 1. SET POSTS AND EXCAVATE A 47X4" 2. STAPLE WIRE FENCING TO THE POSTS. VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN I .�• I 7. 4" DEPTH AGGREGATE I6e,.7B4OR Ie x 6" WIDTH. TRENCH UPSLOPE ALONG THE LINE 104.01 HEREON. 8. 3" g:t: `WEEP E w(TH 12"X12" PLASTIC OF POSTS. �L , SECTION A -A SEE NOTE 4. HA2DWNRE CLOTH I/�" MESH OR CALVMAZED LU STEEL WIRE. ►NHAAI%1 WMA aAMETER 0.03" CAST IN PLACE SECTION 6-13 tNuweER 4 MESH HRAROwARE CLOTH ANCHoItED 3dD V J------------- FIRMLY TO THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES -PRECAST d EXPANSION JOINT FOR DETAILS OF INLET EXPANSION JOINT KEYED � 9. THE TYPE of INLET (PRECAST OR CAST N PLACE). BARS D = ES (C T.). DETAILED HEREON, TO BE CONSTRUCTED, WILL BE °-,--_-__---- FRAME &COVER SEE COAST. �T �+ AT THE OPTION OF THE CONTRACTOR. �- I - 3'-10"- •- STANDARD IC-2. BACK OF SIDEWALK I JOINT AR G RECOMMENDED MINIMUM / PIPE OUTLET TO FLAT APPROACH HEIGHT CHART 15. a-7--------NO GUTTER 10. FOR DETAILS OF CONCRETE COVER,COLLAR AND I �i �/" � � , � AREA WITH NO DEFINED W `� I 1 BAIQS G -.` _4 x - / GUTT R CRATE AD THff METtNOD OF PLACI+G AWROACH 1 CHANNEL ( 1 __..4' __„... _ _.___ N PPE H DIMENSION a_7A_-_____SI A .WHEN DROP INLET I ( PLAN VIEW ,.._ CUTTER SEE 51ffET 2 OF 3. _ �_ 2 " BARS C - 66" BARS B- ~ �: 7-'" \ WARPED a-78------ DOUBLE CIJfTER WHEN DROP INLET 1,, CAST -IN PLACE CONCRETE 6 TO BE CLASS a3 - - I- S2E CONC. CQ1RR. MET IS IN A SAG BETWEEN TWO GRADES. (4300000 >. PRECAST CONCRETE IS TO BE ✓ `--� I / IIII -'��_ _ �t 1 I I IIII _ BARS F 6^ oYH BAR C t GUTTER 12" 2'-6" z'-5" _ s_+L (/HJd ,� - 7.2¢_.�. 18. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON -"� �,} •�� 8"R tI __0 z Z N ,. SUBBASE 15. 2'-91/," 2'-8" SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.01, �' DEPTH (CONCREH y°UIT pp gW7H{ E L+NT ADD / �, �j� //// 1 : a H- a w + BARS F HARDWARE �" 3'-d/2" 2'-n" FOR PREC/5T ( NERA NOTES, PAGE 103.02 AD FOR asp Ep BY PPES MVST BE DEDUCTED TO / 1 d (V 6 I _ C)L, o CLOTH APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, OBTAIN TRUE QUANTITES. FOR INLETS OF �� "-'% �/� _ 4" -% >Ca-00 21" 3'-3ye 3'-2" PAGES 103.07 THtRU 103.,2. ") ° WEEP HOLE AFFERENT DEPTHS ADO OR SU CONCRETE SEE NOTE 8 24" 3'-P. 3'.5" 17, GRATE BARS TO BE PARALLEL TO Drttxt FLOW. FOOT OF E PTRCLOYARDS Of CONCRETE FOR EACH FOOT OF DEPTH. -_- :_-�•' OD .fir; `< 27" 3'-id/," 3'-8" PIPE 13 ARE TO BE TRAMIONED TO MEET w _._ I' ! BAR F FACE OF CURB '-� INLE`T GUTTER SHOWN IN STADARD PG-2A FLOW 01� BAR A \ =� 4 STEPS SEE 4'-f ,2" s^ ,B" 24" 30» �„ 42" III I III I d �L I ,� I � �rj BARS D ;1`5�� ! , 30" /i' 3' r" MINIMUM DEPTH 2,�, ,.3/,- 2' /:" 3'-w 3'-7Yi' 4'-2" 4'-811/ / �--MOTE 5 4" GUTTER 1�y�r 8" .•--. 3s" 4'-Nr' 4' 2" coNCRETE #( 1✓% I -2 -$«TM' .947 1.045 L743 L338 1.535 1.731 1.927 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON �__ RACK JOINT CONTROL CRACK JOINT CONTROL ^»-•--3'-D"--"--_q+-0++--.� 36" 4'-8" 4'-S" THE PLANS. SECTION A -A FILTER CLOTH KEY IN 0`-9-; RECOMMENDED FOR ENTIRE PERIMETER ��hJ 11 1 42" 5'-21/x" 4'-Ir 0.382 CU. YDS. Or - 36" PPE) -" 6' MIN. 6' MIN. w INCREMENT PER FOOT OF ADDITIONAL DEPTH QD 0,41E CU. YDS.(42' PPE) SHEET 1 OF 3 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE -. �10' MAX: PLAN -,- _ 10' MAX. SECTION A -A yyE� FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. �j Z BARS A STANDARD MEDIAN DROP INLET W A � w Q }- Y �' R - I -2'-10 ; - �\ 50S VIRM" DEPARTMENT OFTO zTRANSPORTATION ,04.22 " PIPE A ado (MIN.) Y W J �].• • w.L2•_0"i$� L VARI "�.-3' O^ .--}"'��-`- \S �--------------- - I � Q - ABLE - MAX. 20.__.___._�___..__-___--...- g _ _...! � ...;, d DIET _OE CONMUE COVER AND GRATE t / �1 z 0p L t fa NOTES DETAILS �GU ffR AND /� J .` ' :.:,::. /�� � - - = - PIPE OUTLET TO WELL � V ! � J . i •. 2" DUNETER BAR C 10.6E LBS./FT.MATE A IS TO / +n KEYED 5'-4" LB N0.14 BILLET STEEL OAR a 7.651' WHEN WET - LOCATED N METHOD OF Pt, =-�--� COAST. -- GGRADE/ - ACC III DEFINED CHANNEL W BARS G - _ JOINT WARPED GUTTER " Les./FG., tnsrM ABiS, 60. IIII I O MEDIAN OR OTHER AREAS NOT 4 °� APPROACH GUTTER ATE A NORMALLY SUBJECT TO TRAFFIC. NOTE i _ - PLAN VIE I �� U I 'BARS E - 2. GRATE B IS AT RI£ USED SHOULDER 1. DI-7 No GUTTERS. / �� --:.f; 1 ¢ ./ BARS F BARS E �GRATE a LOCATED TO B U SFI WHENR ��// B " g" ... - g" " - BARS B / �� FLOW 1= L a Y 3"4) BARS F OR OTHER AREAS SUBJECT TO OI-7A G TER IN N (RE DIRECTION. / WEEP '" 1'-""I a-7B GUTTER IN TOT+ tnREcnoNs. 3'-"-�-I A A 3. FOR DETAILS OF LOAD CARRYING 2 JOINTS BETWEEN GtDT?ERS AID CONCRETE COVER U / L HOLE FRONT ELEVATION ,� ! ARE GD BE DOWELED -C � X B" SMOOTH ry /t X 4" LZ"X2"X?✓j' GRATE (CRATE B), SEE T-a-7, RENT 0 APPROX. O. 12" W,-C TO PREVENT SETTLE- (GUTTER REMOVED SGtD L2,/:"X21/:VA" SHEET ,O3.o6. PROVIDED. of Iwwrls A r' x 4^ NOTCH MAY i o 7 --► SECTION B-B_III -=III- ������ COHiECT DETAL A 4. CARE TO BE FURNISHED ASAA SEE STANDARD T-DI-3,4 ALTERNATE DESIGN. d L2.5"x2.5%.25" SINGLE UNIT. OUTSIDE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. GRATE TYPE 3. VARIABLE 2 7 OR FLATTER. _ Z) (n W A 1.25"--«- _- _. GALVANIZED 1"'"e I OR N 45XV-O" BARS DIMENSIONS of fA- To r� PLAN VIEW Ao (FROM PLANS) tit REO'0.) OR 3=4" X T-ii7J=' (GRATE 9). 4. DITCH GRADE Ag15T BE ADJUSTED TO MEET SECTION A -A F W Q DIFFERENCE IN ELEVAPUN. SEE LONGITUDINAL FILTER CLOTH KEY IN 6"-91': RECOMMENDED FOR ENTIRE PERIMETER 5x1/4" BENT t>' 2•5„ SEE PETAL _ 5. ALTERNATE METHODS OF SECTION' FILTER FABRIC F2 S :. • .' :. 'S•. f�_ - ANCHORING ANGLE IRON WILL 8E W PLATE ! :>: r 5. F DEPTH (0) BECOMES LESS TEEN 4",LENGTH NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP. GABION Io ACCEPTABLE F APPROVED BY THE U .5"x 4" STUD SHEAR 31/» 1 . ENGINEER. BY WINGS EN WEER. BE EXTENDED AS DIRECTED BASKET, OR LENGTH OFF. {/,��/ 1 /4"R 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED -Wj � 1 ; i CONNECTOR WELDED SECTION A -A 6. GRATE AD COLLAR ARE TO BE I� LL_ --+- ; ;':;' ' SECTION 8- 6. CURTAIN D DI GO BE LOCATED AT THE I END OF -111 H ( WIRE I I USING PLATES 3.18-3 AND 3.18-4. TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. TO ANGLE IRON AT GALVANIZED.DI- PAVED DITCH SECTIONS OF THE a-7A TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS, TYPE A GRATE " a-7T THAT ARE NC- ABUTTED BY OTHER 111111-' 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT TYPE B 2' C-C. 7. CONCRETE COVER MAY BE BAR SPACING CHART PRECAST OR CAST IN PLACE.DRAINAGE.-I LESS THAN 8 INCHES. GALVANIZED PLATE FOR TYPE A TO BE BENT QN AN ANGLE OF 68'30• _ "ATE Q11°"Trr (SNAGS DnNErxloN 7. F NORMAL DITCH GRADE IS TOO FLAT TO ALLOW CONNECTORS AND IS TO ANCHORED WITH 1 /2 'x4" STUD SHEAR `� CONCRETE EW TYPE A B B. CONCRETE TO BE CLASS A3 F CAST FOR ADJUSTED GRADE TO MET A SPECIAL WELDED TO BENT PLATE AT 2' C-C. 4 NOSE DETAILS _ aAss A3 STEII IN PLACE. 4000 PSI IF PRECAST. 2"�"~� APPR. PAVEMENT 0.423 C.Y. 63 LBS. I �/" 3„ GUTTER DETAIL MILL B£ REOUIRD ON (LANs, I WARPED PAVEMENT n ," ," V. CRATE BATS TO 8E PARALLEL TO DITCH Flow. DI-3A DI-38 DI-3C =�_ ■ TEMPORARY DIVERSION DIKE ? O" _ �. ------ `---'------ _ Sr 1 paT� I `�ScH'N�i - z.o' �. ■ O I = __ _ I FL- -I• -� _ _ S�c9, SECTION A -A SEE NOTE iSEE NOTE 3E NOTE i SEE NOTE 3 5,_4„�vcCompacted Soil N 0_1_ FOR USE IN SAGS DETAIL WHEN USED OtEE INTERMEDIATE SLOPE �� �, FOR USE ON GRADES _ ___.._.___. ______ TH I T BOTH SLOPES FLAT ONE STEER SLOPE SYMMETRICAL 0 BE ADJACENT TO CURB I"A ¢INLET ,__Flow (n o In 18 min. WITHOUT GUTTER "�arcH MET z.o' , /��' A� TACK 11P BERM - w SPECIFICATION 6 m D- � E ��v TO BE DIRECTED BY _ pop- ADJUSTED A MEET AS 08RECTED BY TEP- ENGNEEF2 (a-7AONLY),I•1 NOTE REFERENCE Ief1 1 L,.6 SEE �� 3 NORMAL ME ��QD(D0 302 STANDARD CURB DROP INLET 12 -30 PIPE: MAX. DEPTH (H)=8 1o4.os TYPICAL ELEVATION SEES° 3 GRADE- (n --. 4) 302 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A,3B+3C ONE STEEP SLOPE -ONE FLAT SLOPE SEE BOTH SLOPES STEEP SEE NOGE 3 DRAINAGE AREA WET STORAGE d1 DRY STORAGE d OUTLET h NOTES C 't OR FLnTGH3t 4.5' min. (J d' `-) 3 NOT TO SCALE SILT TRAP N0. APPROXIMATE QUANTITIES (ACRES) AREA 1 (S.F.) (it.) AREA 2 (S.F.) (ft�} LENGTH(it.) (ft.) APPROXIMATE (QUANTITY FOR ONE CURTAIN WALL, LONGITUDINAL SECTOR O MEASURED FROM BOTTOM OF GLITTER CONCRETE a-7 01-7A DI-78 (WHEN INLET IS LOCATED 5065 SO. FT. 5490 SO.- FT. NONE "� CLASS A3 ABOVE NORMAL DITCH GRADE) SILT TRAP( 2.80 AC, 1 2 100'x70' 1.5, 1 2 100'x55' 2' 16' 2.5' ® -R3 ,✓ N CONCRETE CLASS A3 0.241 CU. YOS. (CV. YDS.) HONE ,.2n 2.148 SEE NOTE B. (/)( ) (/ )( END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"-60" PIPE - SHEET 2 OF 3 N Co s .E Q HUB END ON OULET END -SECTIONS END -SECTIONS STANDARD MEDIAN DROP INLET SPEREFERENCE ERE CE SPIGOT END ON INLET END -SECTION SPGOTNpND ONU INLEENDSE ON 12�I TO 42" PIPE N TEMPORARY SEDIMENT TRAP a C°C T 0 C 104.23 VIRGINIA DEPARTMENT OF TRASPORTATION 503 � LE VIE.[../ SPREADER � •� ~ � LJJ X _..{ . X X _�� X LEVEL SPREADER Z CIA L;I� CONCRETE TO BE I CONCRETE TO BE �� �� O 4000 PS MINIMUM I ORIGRIAL J 4000 PS MINIMUM t,,I _ � GROUND /� •••�����/// -...,fir:, ELEV. ,.U_ PLAN _"'^ / - - 0. LAST 20' or DIVERSION PLAN ` C\ CROSS SECTION -� .- NOT TO EXCEED 1% GRADE H of PPE DIAMETER DIAMETERS SHAPE TO ELEVATION s7 CU. YD. ACRE OF MD -POINT OF DR EQUIVALENT JUTE. OR EXCELSIOR . __.___.__� .-. OF PIPE �j// LARGEST PPE. I STAPLED IN PLACE VARIABLE (MIN. 7') ----r• z OF PIPE �- _ C- -.._. _ B_ -" SHAPE TO DIVERSION ' OR ST L "r2 :H k. 1•,.-� CONITOUR 1 I BURIED 6" MIN. I- LLJ Sj OF PPE ( I 67 CU. YD./ACRE 6" MIN, : •, _ 9 fLJ i - K NT . I 1 MAX. �::::...... .. E_ _.__,____ � STEEL FABRIC REINFORCEMENT - - ._ ._..v -.._.. - - ._ I I (EXCAVATED) t BURIED 6" MIN. ................ ..: .:.:::;ci•.^::%:;..:..•.•.,;.,:•...::.`.:`�::;%r';_-:is�,:�:�::::::::::::::::::..::::::::::.._::::: Z I - (. FI:(ER CLO1H ORIGINAL..-:'%.:�:;•:,�;%.,.,,;..:.;•;:;,•' - i GROUND ~................ _J-. .............. .......... ......... .-::%.-: :.:.. -•. , •.. •. -. '� �nRi%%ins'. °day% -. a, Z I�51?REA D fbi ..1, O I I .. PAY LIN I E LEVEL UP OF PAY LINE / ., ... .. . � -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP SPREADER - - - �- - ......-.. ._ ; ..,r„ ; : ; •.' •' : ? ; I : I ; : ' ; ;','::•.`•:; I:,f1: ,,,.: ': .. _ . _ - _ FLATTER .................::..:`;p; ':: D;..:::t,:.::: 4:,,.•:-,::-'•:`: .::'::7 �..°iH.tal1 �:.•,: -, ...:::--..:......:....�..::.::::.:. :�::�:...:_:: ::_:..: SECTION X-X ND VIEW - E IIE SECTION X X END VIEW -- •��'••P�'"Nl���:;'i:;: - )7 A 4, .. .. N A/ N N ENO S£C 0 0/ ( S O S N TJ F OUTLET • END SEC �rA� NSECTION O - ON E SDONS OP T DRAIN t INN T SL E 0 0 ER CROSS _•.•. rx oN� F+<RE Q'AM£J£R A B f R AOUTLETr r OF OUT T PfiP ' L 1? 4 2-0 ` 4- - P/P£l Jf ?80 IC °/ EO '',':: : V SECTION A -A LE E LEVEL SPREADER WITH VEGETATED LIP ............_........:::....._:::.:•::.::::::::::_::_::::-:...::::_::: .=,::,:::.::.:�•;._.::•.:•.�:: _:::-:..-:.:::.:._............ -_ - -;: �P ::.,. .......... f5 S 2-3 /-9 t-0 ?-S 15 B ?-J S-JO 6-I ?-S 18'3 0 3 0 B 9 J 3 10 6 J ? 3 0 uN6tslUIYf3 ...0 _.........._ _ ........ - � CLASS T RIPRRAP .,.......... „_... •[.:`a`.�1.......... u 21 9 1-17 J-1 S-1 J-B LENGTH IN FEET) ..... _.t._..;-::7::::::_::i::icrc _, _ _, , _ _ - _ _ METHOD OF TREATMENT IN DROP INLETS ? s ? J ? S S 6 2 to J 7 ? d S J . 6 R X DRAINAGE AREAss :Y•".t% ii•:✓7 ii=:^ii" is:` 'tt:La:II"71:"`.:f: ;::f[:c::LIT:c_t: 27 JO 3 s .-0 2-J S-J t - ?7 !0 1 2 I -0 -J J S-t A 1 4-6 B (IN AC.) .....................:_........ ... -::.. ....:::^•:,.....:•......... cfr.:z..:...._.............. l- 4*-6'7- - - - - - ........ JO 0 7 J S 1 J t 5 0 JO 1 0 * S J 7 J! S-J J t SILO _ _ _ - TRANSITION BETWEEN PPE DIAMETERS ! 1 1 ! 7 f J! - J.T 0 1 I ...._.... , K;:::D.-.:..::..;-:::�=:::::::�_ PAINTER -' TIM4 1 ? ? J 7 3 5 S 33 f -1 f 1 .-10 l ? J-3 1 I B-I J . S-S WHEN OFfFJiFM SIZES OF PIPES � DIVERSION ........:':.::....._...•........... ,._..._.,,..,,. ... ::-....._:....._:.:-...._, _........ , Jd 1-3 J-J 1-10 J I B-f J I B-d 36 1 -J 3-J 1 0 3 8 J 8-0 ARE ENCOUNTERED. DIKE ....._.. ................::::_::::: L;::.7.:L..rrf.=.[Itr_.:::::r.:.:.".:. .? !-9 CROSS SECTION .�"'•-" ...... No. 18260 ' SLOPE TO DRAIN . - - - tB ? 0 S O 2 - - O ER - - - - - - - - - OUTLET PIPE . �_ ��... :r.::.... ......-.. . _... ... 14? J 5 5 ? S 7 t B ? 1 f 7 B 3/ ? 3 $ 5 ? /t 8 ! 7-B NOTES: \ \ • �„ \�---�_ .......,~,":„r.,,,•_,,,..: ,...:.... ........... ... ... _ SD 1-JJ S-0 J-J B-J 8-0 SO 2-S S-0 3-J 8-3 8-0 ...... .... .. THIS DR OF M/IS TO ADD INLET AVERTS N ACCORDANCE WITH \ �- •�..- �-^ + .•• i ..., _....._... TFIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECFED \ ��--•� � � VDOT �3, IF357, �5, f�56 OR .-... .. „_..._....-....... ...................._.....-.................._ -/•O \ ��---- '�._ 157 COARSE AGGREGATE INVARIABLE (MIN. 7') --- .. - .. ._. .. .. /� __ TRUClo ON PCTURELANS WHERE AVERT (1F PIPE IS ABOVE AVERT OF 1 \ 2�,::.-���--"' GALVANIZED WIRE MESH BASKET" --PAY LINE'-- t ���- \ SECURE WIRE MESH TO TIMBER Lis �G C IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. SHOULDER NOTES. MANHOLE OR DROP INLET IS TO BE FORMED NO CONSTRUCTED - � �-�- . FILTER CLOTH ��' cx aHO ZONAL THE INVERT %QPNG AS DETAILED HEREON IS TO CONSIST OF A ♦ N �--'-" \..__ .�� �� MIN. ........... PORTLAD CEMENT CONCRETE MD( CONFORMING TO CLASS A3 OR - s \" - SECURE WIRE TO GROUND _ _ B---� PIPE FLENGHTS SHOWN AN PLANS ARE C1. ar��r TE AGGREGATE // WITH WIRE STAPLES 5 REBAR TO aER---- --- SURVEY: C. I.: BASED ON END -SECTION DESIGN SHOWN jffEC ON THE LEFT. IF THE CONTRACTOR ELECTS ACE 'V''`'' ''' / j� ����- �L OF L � LEFT SMALL E HAND EXPOSED, NONE I - If ���-,-�� - - PERSPECTIVE VIEW OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. � ��. , �-\..•-•- � P L -PLC N/A --- ----- TO USE THE ALTERNATE DESIGN SHOWN ON ' ' •sJ! DETAILS OF AVERT SIIAPNG AS SHOWRNHEREON ARE FOR EXM 1LE ,• ' ! COARSE AGGREGATE ".�, - THE RIGHT, LENGHTS WILL BE REDUCED BY INDIVIDUALLY ONLY. EACH IT THE AR DROP MET INLE IS TO BE SHAPED _--- �` UNDISTURBED - - 2:1 OR JOB NO. THE DIFFERENCE IN DIMENSION "D'. ?DIVDUA.LY TO TEST FIT TIE PARTICULAR INLET AND OUTLET � �_` .�" �"` 7' MIN. 3' DRAWN BY: SLOPE DETAIL CONFIGURATION AD FLOW LINES. SECTION -B EXCAVATED �� FILTER CLOTH PLAN AREA Sol - - FLATTER TGP 0211001 SPECIFICATION METHOD OF TREATMENT IN MANHOLES -- NOTE: ALL TEMPORARY BERMS,. SWALES AND LEVEL SCALE: DATE: REFERENCE " u / M+N' 6' SPREADER DITCH MUST RECEIVE TEMPORARY FLARED END -SECTION FOR 12 -60 CONCRETE PIPE CULVERTS 102.01 .. SEEDING IMMEDIATELY AFTER INSTALLATION N/A 08/1 1 /03 302 COARSE AGGREGATE SHALL BE VDOT /3, /357 OR /5 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES-1 STANDARD METHOD OF SHAPING MANHOLE &INLET INVERTS LEVEL SPREADER WITH RIGID LIP SHEET: 302 VIRGINIA DEPARTMENT Of TRANSPORTATION OUTLET (PERSPECTIVE VIEW) 108.Og .MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED W STD. Jc SPEC. 3.10, RIPRAP FIRE LINE #1 PROFILE SCALES: (H) 1 =50.0' 750,_ 750 745 __.�______._745 7401 740 PROPOSED GRADE -EXISTING GRADE 735. 735 730 730 7251- PROP. 95'-8"0 PVC, WATER MIN ------- SDR-21 725 W z 0 z z 0 C14 (A Cr Q:0 (Y- 0 + oq 0 + 10+00 11+00 FIRE LINE #2 PROFILE SCALES: (H) 1 =50.0' 750 750 745 745 740 PROPOSED GRADE EXISTING GRADE 73511 735 3 MIN, OVER 730'--- M1 UVLK' 730 PROP. 277'--6"0 SDR-21 PVC, WATER LINE 725 (D 00 U: a: +1 + 10+00 11+00 12+00 SANITARY SEWER LATERAL PLAN ffftu_4019140�00=j � VA. .0 8 SERVICE FACKJTY PROPOSED BURWO AREA.'I t485.44 Sy. Ft. I STORY, HN&z111_ Manx F.F.=734.50 M SANITARY SEWER LATERAL PROFILE SCALES: (H) 1" =50.0' 7501- 750 745 745 z 740 740 EXISTING GRADE - PROPOSED GRADE 735, RAISE E X. MH F.F.E.= 7.35 AS NEEDED 730 7,30 PROP. 113.63'--6"0 SAN. SEW. PVC SDR-35 G 1.042% SLOPE 725 725 rn 00 S 0 04 00 LLJ z OzZ z 0 0 L0 X Q > r-O_'Q 7 0- C"I e4- � ) I-- a: a: 06 171> �zlw 0'� X. LJ (L 0- LLJ + 10+00 1 1+00 form (typ.) trench 6' minimum machine excavation limit trench bottoi* -AY gate Val valve stone bedding boxes box undisturbed rt & isturbod oo d TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation polyethylene, and the concrete poured to completely surround "D* - 12" min. for 10" and smaller pipe the fitting and against undisturbed soil. The bearing dimensions "0* ® 18" min. for 12" thru 20* pipe against undisturbed soil shall remain as shown. see chart below for A. 8, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS *6" minimum-\ Pipe 'o Dio. Plugs, Wyes & Tees 111/4* and 221/2' Bonds 45' and 99 Sends A - a C A 8 1 C A 1 8 1 C 1. . -57 - 37-7 1'-0* 0'-9" Y-9' 0'-9" 1*-3" '-9- V-9- V-3- O'-Q' V-3' 0'-9" ),-g" 0'-9" 1'-6" '-9* i '-3 10" 1,-6" 0,-9* V_6 ' f-'O 57-9" V-3- V-9 '-g* 2'-6" 12 1'-9* V-O" 1 '-6 7-3" 7-0' 176" 2'-0 1 -0 370 _T4'�� - - 2"-0" T -0-T-TT-3 - F-W -0 T-T T77 2' -6 1 *-0 7"- �O 16' 1 T'-3 .7 0' 71-0 2-9 1-0 4 -6 IS- i" V*-0 ; 3 -9 20-12'-9-11'-6-14--0-11'-9- I'-6-12'-0-13'-3"P 11 1/4' TRHU ociv. n rods over fittings and embedded in concrete thrust blocks. W BF=NL)5 FITTING SIZE ROD SIZE 12" & LESS 6 NO, RODS 2 EMBEDMEN 30" �1151 14" 20* 8 2 36" Concrete Fitting 116'�M r' 'ocL4F_ in VERTICAL BE _'12'2� '"2' M96d V_J stone eddi. 6 1.3 8" - - 1.1 2.3 10. - - 1.8 3.7 12* - 1.2 2.8 5.5 THRUST BLOCKS FOR VERTICAL 14* 0.5 1.7 3.9 7.6 UP BENDS SHALL BE THE SAME 16' 0.9 2.3 5.1 - AS FOR HORIZONTAL SENDS. 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 at property line (see note 2) skid pod-:! roadway box- 2' CTS polyethylene tubing (PET) 200 psi w/ I,SS inserts at oil \_saddle with corporation stop 7woter main boll valve curb stop with PJ (CTS) both ends [844-777 w/ SS inserts]; with 2' gate valve operating nut NOTES: 1. Access door shall be by Holliday Products or our approved equal: a) in non -traffic area - model no. SIR3030 b) in traffic area - model no. HIR2424 2. Water service crossing street: a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gouge Insulated copper wire (for line tracing) from corp, stop to into the meter box [ wrap wire around corp. stop; wire to be toped to top of PET at 10 foot intervals-. come up into meter box and terminate level with angle boll volve]. 1 1/2" and 2" METER INSTALLATION Figure 6o CUTOUT DETAIL (typical) VBHH77-15SHC-11-77 2" custom setter (meter by FCSA) cost in place stond-d flat access door• top for 4' centered in top It (see note 1) diameter manhole 2' max finished L 3 ' riser section r, for 4' diameter C11 manhole with 'utouts Et min. ---I in. solid support blacks under custom setter ,tone bedding C14-44 w/ SS inserts and MtP plastic plug (for valves 12' and larger) Note: this delloil is also used for butterfly valves GATE VALVE Figure 8 STANDARD PIPE BEDDING DETAIL SANITARY SEWER LATERAL N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL block STONE AGGREGATE ..: AU"i'Miel 6' dio. schedule 40 steel pipe filled with concrete and pointed yellow 18" dio. concrete - encasement 24" -1 6" a BOLl1►RD DETAIL direction of setting to be approved prior to instollotion as required concrete pod V-6" sq. y 6" deep 2" min. - 6' m I � . V) z 0 cr_ Lo r,LLJ c) W 0 Ld _J M 0 X 0� 0 I!_ W 2A 0 < z QZZ - LLJ X W < �_ �e > J Ne (/) LLJ ONQ'n U- _J Z 0 VJ o'd> LLJc)z X 0 r . V > Lo Of 0 In UJC CK U-1 N LJ (/) V) Of LLJ a LJ 0 Li CK ll� CL LA_ 4" storif screw type ■ stone to be adjustable minimum of 6" valve box above top of hose %G locator marker 0■ 0 X� 0 ego C4 lugi::� st m ftl- 0 C\1 Q) -.1 (D V) C\J r- F, _y (N U-) U) E U. mechanical M3., joint swivel 1�0 (D a tee with 6" V) (U Eg branch •0 LU _x 0) 0 0 LO _0 0 > FIRE HYDRANT ASSEMBLY e C) C C) Figure 9 0 -C E CL a 'j) = LU (D _C -C 0 0 a u T E c I.- LL_ 0 LLI z N 11111111111M CD cast Iron cleonoul cop with brass plug must be 8" from the top of the screw type adjustable box d 0 8" square concrete skid pod z U) 20*x 20"x 6" deep - L I F- LLj cost iron cleanout cop with I L'J VALCO, Inc brass plug having a D z Fig. No. 71808 countersunk square head V) - with lid marked Ponello Model PA4SV-CSK (4) Z 0 "SEWER* 0 Z ISDR 21 - cleonout pipe LJ bottom section of box I rick base SOP 35 spigot by SDR .21 gasketeT bell adopter SDR 35 gosketed bell wye (see note) SDR 35 gosketed sanitary sewer main ,%bell 45' bend SDR 21 �6" stone bedding NOTE If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17A OF TIMOTHY G. PAINTER > No. 18260 k&IONAI, SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: TGP 0211001 SCALE: DATE: 1 "= 50.0' 08/11/03_ SHEET: 10/11 AREA LIGHT DETAIL N.T.S. SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REO'D PER STND MANU. PROPOSED GRADE F F_ I 00 III I-1 I I-1 I I� g. ° n A 8 OU. 00 4 a -24" DIA-- (D 4-0 REBAR-3" MIN. CLEAR ` CONCRETE (3000 PSI) - 'F I- L4 74 8" 5 REBAR @ 8" CC EACH WAY 48"x48"x8" CONC. BASE 3' Min. NOTE: SEE ARCHITECTURAL PLANS -- ---r-ti FOR SIZE, TYPE, AND LOCATION. CURB PAVEMENT DETAILS HEAVY PAVEMENT N.T.S. OUTDOOR STORAGE AREA, AISLE, & ROADWAY PARKING STALLS TYPICAL SECTION TYPICAL SECTION 1.5" SM--12.5AL BIT. CONC. 2" SM-12.5AL BIT. CONC. SURFACE TREATMENT SURFACE COURSE 3" BM-25.0 BIT. CONIC. --; BASE COURSE g" 21_B 6" 21-B------ .::::?;: STONE BASE STONE BASE --_- I=1 I=I COMPACTED SUBGRADE 11_=1 11-1 I I COMPACTED SUBGRADE — =1 11=1 11- -III=1 I I- I i ll 1I- II„ IIII- NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE OUTDOOR STORAGE AREA (ADJACENT TO THE PROP. BUILDING), THE ACCESS ROADWAY, AND THE PARKING AISLES AS INDICATED ON THE PLANS. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND PARKING AISLES NOT MARKED FOR HEAVY PAVEMENT. COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) - 6" (- 72'11 �.• h a: •. CG-6R COMBINATION 6" CURB & GUTTER REVERSED N.T.S. 6" I- I_„R .�.e' 4, � 4 I 9-6 2'-0" I CONCRETE SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL --SEE PLANS Slope: 1 /4": 1-0" d 0 0 ° a o°o oo°o°o°o°o°0°0°0, a CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC DUMPSTER ENCLOSURE & FENCE DETAIL N.T.S. 2x6 TOP RAIL 1 x6 BOARD, -�— FRONT & BACK TOE NAIL EA. 1 %6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POST U 8' O.C: ------- 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/ 3-1 Od NAILS 1.9 (EA. RAIL) I A. 12" DIA. POST HOLE, FILL W/CONC. NOTES: `T 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. ENTRANCE PAD & DUMPSTER PAD DETAIL N.T.S. r---AS SHOWN ON PLANS •�•••�••-14 ••••"••'•• 6" STONE BEDDING 6" TYPE "A" CONC. (3500 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) FIRE LANE SIGN N.T.S. 30" NOTE: THIS CONCRF:Tc PAVEMENT SECTION SHALL BE USED FOR THE APPROAt;H AREA AS WELL AS THE DUMPSTER PAD. NO PARKING I 12" x 18" STD. FIRE LANE -�- - STD. U-CHANNEL POST -- PROP. GROUND HANDICAP PARKING DETAIL A N.T.S. HANDICAP SIGN 3' Min. HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUN NOTES: 1, ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ' 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 2. HDCP SIGN MAY BE INSTALLED ON BUILDING, AS DIRECTED BY OWNER. CC-12 A-•F D., PERMISSIBLE CONST. JOINT BB 6" E TRUNCATED DOMES A •_,-*-J TANGENT PLAN 2 %. STD. CG-2 2'-0" ST( CO-2 0)6" OR CC 6, 12 : 1 48: t MAX. 20 ` 1 + +40_t 1d 7" WHERE STD, CG-3 CG-7 IS USED. T< SECTION A -A Y 3 0 ce HANDICAP SIGN DETAIL N.T.S. 12" x 18" STND. RESERVED RESERVED PARKING PARKING STD. U-CHANNEL POST VAN ACCESSIBLE PENALTY 11100-500 PENAl.7Y t700-500 TOW AY ZONE TOW -AWAY ZONE VAN HC ACCESSIBLE SIGN PROP. GROUND SIGN #5 DOWELS. a" PERMISSIBLE LONG AT 12" C-C CONSTRUCTION SLOPE 121 JOINT s,. MAXIMUM SECTION B-B AT 2" HK;IRER THAN D II EDGE Of PAVEMENT CROSSWALK ATXC7n SAME AS TYPICAL PLACEMENT TOP of CURB AT INTERSECTION TYPE C (PARALLEL & PERPENDICULAR) DIA. WITH BUFFER ;TRIP APPLICATION THIS COMBINE() 'PARALLEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH DIA ADJOINING PAWFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MN. DIMENSIONS. 710- SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. TRUNCATED DOME NOTES DETAIL 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH IN THE MECTION OF TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL 2%- C-C OF THE ENGINEER. TRUNCATED DOME 2.THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAUPED F CAST-N-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A O O CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). O O 0 O 0 0 0 O O O 0 0 3. SLOPING SIDES OF CURB RAMP MAY 8E POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. O 0 0 0 0 0 O 0 O 0 O 0 0 O 4. F RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A- 4. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S. REQUIRED BARS ARE TO BE N0. 5 X B" PLACED 1' CENTER TO CENTER ALONG BOTH SIDS OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/='. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 6. CURB/CURB 40 GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT O O O O 0 0 0 0 00 0 0 0 00 FOR CURB/CURB AND GUTTER. 7• WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. O O 0 0 0 O 0 0 0 O O 0 0 0 O 0. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. VARIABLE OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT 3' MINIMUM• ----�� PAY POLES. FIRE HYDRANTS. DROP INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A LIMITS DETECTABLE WARNING CONTINUOUS UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN Bt APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. DETAIL 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. D. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REOLAREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD 8INCREASED SHEET 3 OF 3 TO 7 CG-12 DETECTABLE WARNING SURFACE Krim$ a�EREICE REV.3/03 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 's°2 203.07 VRGINIA DEPARTMENT OF TRANSPORTATION O W z O U � J z O z Q O Q Z Z 0Ljj w L a W Z � Q0�uj Cd — //z''''� V X L 1 Y DOU '.'NW J U � �_Cj L LL_ CL d ■ ■ O ■ O N n /l A QD N N rn CF) I� Q) x % j (/ . N � Ln c �1 cj N (D W O Q) J O It d- E m -co W - WQJ U 0 d ZN 0 W Q O � 0 �PLTH OF '� I TIMOUINTER a (0 / fj 1 Ss10NA1, SURVEY: C. I.: PL-PLC N/A DRAWN BY: JOB NO. TGP 0211001 SCALE: DATE: N/A 08/11/03 SHEET: 1 1 / 11